论坛 › 建筑行业 › 万达模板（盘扣架）专项施工方案2022年word390页附cad图（可编辑、可下载）

shizheng_123 发表于 2024-5-24 04:48:32

万达模板（盘扣架）专项施工方案2022年word390页附cad图（可编辑、可下载）

<a style="color: red;"><span style="color: green;"><strong style="color: blue;">加入2023年度</strong><strong style="color: blue;">《工程实战参考》</strong><strong style="color: blue;">会员</strong></span></a><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><a style="color: red;"><span style="color: green;"><strong style="color: blue;">2022年度</strong><strong style="color: blue;">《工程实战参考》</strong><strong style="color: blue;">会员</strong></span></a><span style="color: green;"><strong style="color: blue;">资料</strong></span></span></span></span></span></span><span style="color: green;"><strong style="color: blue;">加入</strong></span><a style="color: red;"><span style="color: green;"><strong style="color: blue;">2023年度</strong><strong style="color: blue;">《市政路桥实战参考》</strong><strong style="color: blue;">会员</strong></span></a><a style="color: red;"><span style="color: green;"><strong style="color: blue;">2022年度</strong><strong style="color: blue;">《市政路桥实战参考》</strong><strong style="color: blue;">会员</strong></span></a><span style="color: green;"><strong style="color: blue;">资料</strong></span><span style="color: green;">来源：网络</span>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">版权归原作者所有，侵删</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><strong style="color: blue;">文末有下载方式：</strong></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC8ickk4gyN26ebOgEdtlgibdOETyAcqoibrD5KoUqAiaRD4Ba3o2HQueR7NAYB6UeIFTEqEqibRMAbpMxQ/640?wx_fmt=png&amp;tp=webp&amp;wxfrom=5&amp;wx_lazy=1&amp;wx_co=1" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC8ickk4gyN26ebOgEdtlgibdOPteLF0GTT6NPqG7xSYFQN9bOePiacNcg8EqO4PDdl5CXb5KYqIbX5ZA/640?wx_fmt=png&amp;tp=webp&amp;wxfrom=5&amp;wx_lazy=1&amp;wx_co=1" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">目录</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第一章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">编制依据</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第二章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">工程概况</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2.1</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、工程简介</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2.2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、参建单位</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2.3</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、模板概况</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2.4</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、支撑及加固体系</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第三章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">施工部署</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">3.1</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、技术准备</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">3.2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、施工计划</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">3.2.1</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、工期进度计划</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">3.2.2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、材料与设备计划</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">3.2.3</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、管理人员计划</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第四章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">模板施工工艺及操作要求</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4.1</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、工艺流程</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4.2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、盘扣架体构造工艺</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4.2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、盘扣架搭整体原则</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4.3</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、柱模板施工</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4.4</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、墙模板施工</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4.5</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、梁模板施工</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4.6</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、楼板模板施工</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4.7</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、楼梯模板施工</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4.8</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、特殊模板</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4.9</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、后浇带处支模架做法</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">5.0</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、满堂架搭设注意事项</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第五章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">模板加工与制作</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">5.1</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、模板加工</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">5.2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、模板存放</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">5.3</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、模板的维护和修理</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第六章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">模板拆除</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">6.1</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、楼板模板拆除</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">6.2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、墙体模板拆除</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">6.3</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、其它模板拆除</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">6.4</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、其它要求</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">6.5</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、拆模手续</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第七章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">模板施工质量要求</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第八章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">模板施工安全要求</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第九章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">模板施工涉及到的重大危险因素及其防治措施</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9.1</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、危险源识别</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9.2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、组织保障措施</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9.3</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、搭设、使用、拆除过程安全保证措施</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9.4</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、安全防护措施</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9.5</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、防大雨大风措施</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9.6</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、防触电措施</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9.7</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、混凝土施工安全注意事项</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第十章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">安全应急措施</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第十一章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">11.1</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、柱模板计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">1</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">500</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">柱模板（支撑不等间距）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">600</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">柱模板（支撑不等间距）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">3</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">700</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">柱模板（支撑不等间距）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">800</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">柱模板（支撑不等间距）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">5</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">900</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">柱模板（支撑不等间距）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">6</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">1000</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">柱模板（支撑不等间距）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">7</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">1100</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">柱模板（支撑不等间距）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">8</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">1200</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">柱模板（支撑不等间距）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">800</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">圆柱模板（支撑不等间距）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">11.2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">180</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">现浇板楼板支撑架（盘扣式）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">11.3</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、粱计算</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">1</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">200800</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">梁模板（盘扣式，梁板立柱共用）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">2001250</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">梁模板（盘扣式，梁板立柱共用）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">3</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">300800</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">梁模板（盘扣式，梁板立柱共用）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">3001600</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">梁模板（盘扣式，梁板立柱共用）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">5</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">4001200</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">梁模板（盘扣式，梁板立柱共用）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">6</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">500900</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">梁模板（盘扣式，梁板立柱共用）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">7</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">600800</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">梁模板（盘扣式，梁板立柱共用）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">8</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">700700</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">梁模板（盘扣式，梁板立柱共用）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">11.4</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">、</span></span></span><span style="color: green;"><span style="color: green;">300</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">厚（</span></span></span><span style="color: green;"><span style="color: green;">5.7m</span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">高）墙模板（木模板）计算书</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">第十二章</span></span></span><span style="color: green;"><span style="color: green;"><span style="color: green;">附图</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">附图一：柱模板示意图</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">附图二：现浇板模板示意图</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">附图三：粱模板示意图</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">附图四：楼梯模板示意图</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;"><span style="color: green;">附图五：墙模板示意图</span></span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC8ickk4gyN26ebOgEdtlgibdOnOXMajW2Hk8JU9a09klXfx8rBgcGMQUlhc3icOy04qYYjEWuUWngqyw/640?wx_fmt=png&amp;tp=webp&amp;wxfrom=5&amp;wx_lazy=1&amp;wx_co=1" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC8ickk4gyN26ebOgEdtlgibdOXpAVibSRXTXRDaTULYDVeos9QIQ9jA6FfeAn03D7Vic25IFHvMSKjm2w/640?wx_fmt=png&amp;tp=webp&amp;wxfrom=5&amp;wx_lazy=1&amp;wx_co=1" style="width: 100%; margin-bottom: 20px;"></p>
    <h1 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">第二章</span> &nbsp;<span style="color: green;">工程概况</span></span></strong></h1>
    <h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">2.1、工程简介</span></span></strong></h2>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">本次方案主要针对万达广场</span><span style="color: green;">项目模架体系，主要包括大商业主楼的柱、墙、梁、板、梯的支模架的搭设及模板的安装。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC8ickk4gyN26ebOgEdtlgibdOeHYlXqDtSn3ib7FHUl0t0TleyPxpa4iaR204pC8jibyE1kVpozicKardSg/640?wx_fmt=png&amp;tp=webp&amp;wxfrom=5&amp;wx_lazy=1&amp;wx_co=1" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">危险性分析：</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">根据住建部</span><span style="color: green;">3</span></span><span style="color: green;">7</span><span style="color: green;"><span style="color: green;">号令、建质办【</span><span style="color: green;">2</span></span><span style="color: green;">018</span><span style="color: green;"><span style="color: green;">】</span><span style="color: green;">3</span></span><span style="color: green;">1</span><span style="color: green;"><span style="color: green;">号文件、局建二通【</span><span style="color: green;">2</span></span><span style="color: green;">018</span><span style="color: green;"><span style="color: green;">】</span><span style="color: green;">2</span></span><span style="color: green;">42</span><span style="color: green;"><span style="color: green;">号及华东公司建二沪通【</span><span style="color: green;">2</span></span><span style="color: green;">018</span><span style="color: green;"><span style="color: green;">】</span><span style="color: green;">2</span></span><span style="color: green;">81</span><span style="color: green;"><span style="color: green;">号文件的要求，混凝土模板工程的搭设高度、跨度、楼板厚度、梁及梁截面危险性范围要求如下：</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC8ickk4gyN26ebOgEdtlgibdOtHOa6k7ialVRV1FyfmMR9hFKy73G7lfSrpS2WkdONia5nxqOibCzoBribg/640?wx_fmt=png&amp;tp=webp&amp;wxfrom=5&amp;wx_lazy=1&amp;wx_co=1" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">本工程楼板最大厚度为：现浇板最大板厚</span><span style="color: green;">250mm，大面积最大板厚150，计算时分别计算；支模架搭设高度为：3.6~5.3m。此方案适用于楼层高度不超过8米的梁板（计算高度按照最高5.3米计算）；截面不超过0.5㎡梁；以及层高范围内的所含墙柱模板施工，其他超限的分部工程，详超危模板支架工程。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC8ickk4gyN26ebOgEdtlgibdOHOZlNpbhhSP7yEb3WqliaWkBibBceqaSVdRQJDWf6bzjFQaXC5vMPIfQ/640?wx_fmt=png&amp;tp=webp&amp;wxfrom=5&amp;wx_lazy=1&amp;wx_co=1" style="width: 100%; margin-bottom: 20px;"></p>
    <h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">2.4、支撑及加固体系</span></span></strong></h2>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">模板支撑及加固体系选用原则：保证结构安全，同时满足工程进度、质量等要求，</span></span><span style="color: green;"><span style="color: green;">应充分考虑如下几点</span></span><span style="color: green;"><span style="color: green;">：</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">1、安全：架体安全可靠、不倒塌、搭拆方便，模板不变形、不破坏。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2、质量：模板间接缝严密、不漏浆，保证构造形状、尺寸与位置准确，保证成型观感。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">3、经济：材料选择上做到因地制宜、就地取材，施工部署合理，尽量增加材料周转次数，实现绿色文明施工。</span></span><span style="color: green;"><span style="color: green;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC8ickk4gyN26ebOgEdtlgibdO2l4LA09nPWMAuqEzdicYmSib2UgRh9YR9NlfIXccFCZ5q6hicO6jathjg/640?wx_fmt=png&amp;tp=webp&amp;wxfrom=5&amp;wx_lazy=1&amp;wx_co=1" style="width: 100%; margin-bottom: 20px;"></span></span></p><span style="color: green;"><a style="color: red;"><span style="color: green;"><strong style="color: blue;">加入2023年度</strong><strong style="color: blue;">《工程实战参考》</strong><strong style="color: blue;">会员</strong></span></a></span><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><a style="color: red;"><span style="color: green;"><strong style="color: blue;">2022年度</strong><strong style="color: blue;">《工程实战参考》</strong><strong style="color: blue;">会员</strong></span></a><span style="color: green;"><strong style="color: blue;">资料</strong></span></span></span></span></span></span>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">二、材料投入计划</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">1）、</span></span><span style="color: green;"><span style="color: green;">钢材的选用</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">钢材应符合现行国家标准《碳素结构钢》</span></span><span style="color: green;"><span style="color: green;">GB/T700</span></span><span style="color: green;"><span style="color: green;">和《低合金高强度结构钢》</span></span><span style="color: green;"><span style="color: green;">GB/T1591</span></span><span style="color: green;"><span style="color: green;">的规定。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">普通钢管应符合现行国家标准《直缝电焊钢管》</span></span><span style="color: green;"><span style="color: green;">GB/T13793</span></span><span style="color: green;"><span style="color: green;">或《低压流体输送用焊接钢管》</span></span><span style="color: green;"><span style="color: green;">GB/T3091</span></span><span style="color: green;"><span style="color: green;">中规定的</span></span><span style="color: green;"><span style="color: green;">Q235</span></span><span style="color: green;"><span style="color: green;">普通钢管的要求，并应符合现行国家标准《碳素结构钢》</span></span><span style="color: green;"><span style="color: green;">GB/T700</span></span><span style="color: green;"><span style="color: green;">中</span></span><span style="color: green;"><span style="color: green;">Q235A</span></span><span style="color: green;"><span style="color: green;">级钢的规定。不得使用有严重锈蚀、弯曲、压扁及裂纹的钢管。盘扣架钢管立杆的</span></span><span style="color: green;"><span style="color: green;">规格</span></span><span style="color: green;"><span style="color: green;">为</span></span><span style="color: green;"><span style="color: green;">48.3*3.2，钢材强度为Q345。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">盘扣节点应由焊接于立杆上的连接盘、水平杆杆端扣接头和斜杆杆端扣接头组成，如下图：</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC8ickk4gyN26ebOgEdtlgibdO4WaYdDvluNk5X9FEnyNK6Nx2E0E1faiaIfo5mGWswWYPqCfU0ZG4iafA/640?wx_fmt=png&amp;tp=webp&amp;wxfrom=5&amp;wx_lazy=1&amp;wx_co=1" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">连接盘、扣接头、插销已经可调螺母的调节手柄采用碳素铸钢制造时，其材料机械性能不得低于现行国家标准</span></span><span style="color: green;"><span style="color: green;">《</span></span><span style="color: green;"><span style="color: green;">一般工程用铸造碳钢件</span></span><span style="color: green;"><span style="color: green;">》</span><span style="color: green;">GB/T11352中牌号为ZG230-450的屈服强度、抗拉强度、延伸率的要求。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">钢管的尺寸和表面质量应符合下列规定</span>:</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">应有产品质量合格证；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">应有质量检验报告，钢管材质检验方法应符合现行国家标准《金属材料</span> <span style="color: green;">拉伸试验</span> <span style="color: green;">第</span>1部分：室温试验方法》</span><span style="color: green;"><span style="color: green;">GB/T 28</span></span><span style="color: green;"><span style="color: green;">的有关规定；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">钢管表面应平直光滑，不应有裂缝、结疤、分层、错位、硬弯、毛刺、压痕和深的划道；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">钢管外径、壁厚、断面等的偏差，应符合现行规范的规定；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">钢管必须涂有防锈漆。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">旧钢管的检查在符合新钢管规定的同时还应符合下列规定：</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">表面锈蚀深度应符合现行规范的规定。锈蚀检查应每年一次。检查时，应在锈蚀严重的钢管中抽取三根，在每根锈蚀严重的部位横向截断取样检查，当锈蚀深度超过规定值时不得使用；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">钢管弯曲变形应符合现行规范的规定；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">钢管上严禁打孔。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">钢铸件应符合现行国家标准《一般工程用铸造碳钢件》</span></span><span style="color: green;"><span style="color: green;">GB/T11352</span></span><span style="color: green;"><span style="color: green;">中规定的</span></span><span style="color: green;"><span style="color: green;">ZG200-420</span></span><span style="color: green;"><span style="color: green;">、</span></span><span style="color: green;"><span style="color: green;">ZG230-450</span></span><span style="color: green;"><span style="color: green;">、</span></span><span style="color: green;"><span style="color: green;">ZG270-500</span></span><span style="color: green;"><span style="color: green;">和</span></span><span style="color: green;"><span style="color: green;">ZG310-570</span></span><span style="color: green;"><span style="color: green;">号钢的要求。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">连接用的焊条应符合现行国家标准《非合金钢及细晶粒钢焊条》</span></span><span style="color: green;"><span style="color: green;">GB/T5117</span></span><span style="color: green;"><span style="color: green;">或《热强钢焊条》</span></span><span style="color: green;"><span style="color: green;">GB/T5118</span></span><span style="color: green;"><span style="color: green;">中的规定。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">木材的选用</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">模板结构或构件的树种应根据各地区实际情况选择质量好的材料，不得使用有腐朽、霉变、虫蛀、折裂、枯节的木材。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">模板结构应根据受力种类或用途选用相应的木材材质等级。木材材质标准应符合现行国家标准《木结构设计标准》</span></span><span style="color: green;"><span style="color: green;">GB50005</span></span><span style="color: green;"><span style="color: green;">的规定。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">用于模板体系的原木、方木和板材要符合现行国家标准《木结构设计标准》</span></span><span style="color: green;"><span style="color: green;">GB50005</span></span><span style="color: green;"><span style="color: green;">的规定，不得利用商品材的等级标准替代。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">主要承重构件应选用针叶材；重要的木质连接件应采用细密、直纹、无节和无其他缺陷的耐腐蚀的硬质阔叶材。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">当采用不常用树种作为承重结构或构件时，可按现行国家标准《木结构设计标准》</span></span><span style="color: green;"><span style="color: green;">GB50005</span></span><span style="color: green;"><span style="color: green;">的要求进行设计。对速生林材，应进行防腐、防虫处理。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">施工现场制作的木构件，其木材含水率应符合下列规定</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">制作的原木、方木结构，不应大于</span>15%；</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">板材和规格材，不应大于</span>20%；</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">受拉构件的连接板，不应大于</span>18%；</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">连接件，不应大于</span>15%。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">木胶合模板板材的选用</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">胶合模板板材表面应平整光滑，具有防水、耐磨、耐酸碱的保护膜，并应有保温性良好、易脱模和可两面使用等特点。板材厚度不应小于</span></span><span style="color: green;"><span style="color: green;">12mm</span></span><span style="color: green;"><span style="color: green;">，并应符合现行国家标准《混凝土模板用胶合板》</span></span><span style="color: green;"><span style="color: green;">GB/T17656</span></span><span style="color: green;"><span style="color: green;">的规定。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">各层板的原材含水率不应大于</span></span><span style="color: green;"><span style="color: green;">15%</span></span><span style="color: green;"><span style="color: green;">，且同一胶合模板各层原材间的含水率差别不应大于</span></span><span style="color: green;"><span style="color: green;">5%</span></span><span style="color: green;"><span style="color: green;">。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">胶合模板应采用耐水胶，其胶合强度不应低于木材或竹材顺纹抗剪和横纹抗拉的强度，并应符合环境保护的要求。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">进场的胶合模板除应具有出厂质量合格证外，还应保证外观尺寸合格。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">材料需要计划</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC8ickk4gyN26ebOgEdtlgibdOz3owoQn3FOckLHzRdkNKNER7lctGmDVZy0m9aiaPD6ibicnCYABUXL0Gw/640?wx_fmt=png&amp;tp=webp&amp;wxfrom=5&amp;wx_lazy=1&amp;wx_co=1" style="width: 100%; margin-bottom: 20px;"></p>
    <h1 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">第四章</span> &nbsp;<span style="color: green;">模板施工工艺及操作要求</span></span></strong></h1>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">测量放线、弹线（要放支模控制线）</span><span style="color: green;">→搭设</span></span><span style="color: green;"><span style="color: green;">盘扣</span></span><span style="color: green;"><span style="color: green;">支撑架</span><span style="color: green;">→墙柱钢筋绑扎→支设墙、墙柱模板→铺设梁底模板→支撑梁侧模、板底模及钢筋绑扎→处理后浇带、预埋件、预留孔→模板加固→检查验收→浇筑混凝土→拆模→转入下一工作面。</span></span></p>
    <h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">4.2</span></span></strong><strong style="color: blue;"><span style="color: green;"><span style="color: green;">、盘扣架体构造工艺</span></span></strong></h2>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">柱模板搭设完毕经验收合格后，先浇捣柱砼，然后再绑扎梁板钢筋，梁板支模架与浇好并有足够强度的柱和原已做好的主体结构拉结牢固。经</span></span><span style="color: green;"><span style="color: green;">相关</span></span><span style="color: green;"><span style="color: green;">部门对钢筋和模板支架验收合格后方可浇捣梁板砼。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">浇筑时按梁中间向两端对称推进浇捣，由标高低的地方向标高高的地方推进。事先根据浇捣砼的时间间隔和砼供应情况设计施工缝的留设位置。搭设本方案提及的架子开始至砼施工完毕具备要求的强度前，该施工层下</span></span><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;"><span style="color: green;">层支顶不允许拆除。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">一、模板支架的地基要求</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">1、搭设场地应坚实、平整；立杆支架在混凝土结构上时，立杆底部宜上设置钢垫片。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">二、立杆布置要求</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">1、立杆间距详见梁、板支模工艺，且均不大于1</span></span><span style="color: green;">.2</span><span style="color: green;"><span style="color: green;">m；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2、立杆接头采用专用外套管的立杆对接，外套管开口朝下；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">三、水平杆布置要求</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">1、模板支架水平杆必须按步纵横向通长布满设置，不得缺失；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2、模板支架设置纵向和横向水平杆，底部水平杆距地高度（h</span></span><span style="color: green;">1</span><span style="color: green;"><span style="color: green;">）不得超过</span><span style="color: green;">550mm；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">3、本工程水平步距小于1</span></span><span style="color: green;">.</span><span style="color: green;"><span style="color: green;">5m。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">四、可调托撑的设置原则</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">1、</span></span><span style="color: green;"><span style="color: green;">模板支架可调托座伸出顶层水平杆的悬臂长度严禁超过</span></span><span style="color: green;"><span style="color: green;">650mm；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2、</span></span><span style="color: green;"><span style="color: green;">丝杆外露长度严禁超过</span></span><span style="color: green;"><span style="color: green;">400mm</span></span><span style="color: green;"><span style="color: green;">，可调托座插入立杆长度不得少于</span></span><span style="color: green;"><span style="color: green;">150mm；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">4.3</span></span></strong><strong style="color: blue;"><span style="color: green;"><span style="color: green;">、</span></span></strong><strong style="color: blue;"><span style="color: green;"><span style="color: green;">盘扣架搭整体原则</span></span></strong></h2>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">1、根据模板支架图纸进行定位放线；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2、模板支架在搭设时，要求地面平整，且水平杆在同一水平面上；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">3、垫板应平整、无翘曲，不得采用已开裂垫板；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4、多层楼板搭设，应按照布置图，上层模板支架的立杆宜与下层模板支架立杆对齐；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">5、模板支架搭设应先立杆后水平杆的顺序搭设，形成基本的架体单元，并以此扩展搭设整体支架体系；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">6、水平杆端插头插入立杆的盘扣盘后，</span></span><span style="color: green;"><span style="color: green;">采用</span></span><span style="color: green;"><span style="color: green;">5kg重锤锤紧，防止端插头拔出；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">7、每搭完一步支架后，</span></span><span style="color: green;"><span style="color: green;">应及时校正水平轩步距</span></span><span style="color: green;"><span style="color: green;">、</span></span><span style="color: green;"><span style="color: green;">立杆的纵</span></span><span style="color: green;"><span style="color: green;">横距、</span></span><span style="color: green;"><span style="color: green;">立杆的垂直偏差和水平杆的水平偏差；立杆的垂直偏差不应大于模板支提总高度的</span></span><span style="color: green;"><span style="color: green;">1</span></span><span style="color: green;">.5</span><span style="color: green;"><span style="color: green;">‰</span></span><span style="color: green;"><span style="color: green;">；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">8、混凝土挠筑前，</span></span><span style="color: green;"><span style="color: green;">应按规定组织相关人员对搭设的支架进行验收，并应确认符合专项施工方案要求后浇筑混凝土</span></span><span style="color: green;"><span style="color: green;">；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9、模板支架严禁勾起重机械设备</span></span><span style="color: green;"><span style="color: green;">、施工脚手架等连接</span></span><span style="color: green;"><span style="color: green;">。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">10、</span></span><span style="color: green;"><span style="color: green;">不同支架立柱不得混用。现浇钢筋混凝土梁、板，当跨度大于</span></span><span style="color: green;"><span style="color: green;">4m</span></span><span style="color: green;"><span style="color: green;">，模板应起拱；当设计无具体要求时，起拱高度宜为全跨长度的</span></span><span style="color: green;"><span style="color: green;">1/1000~3/1000</span></span><span style="color: green;"><span style="color: green;">。拼装高度为</span></span><span style="color: green;"><span style="color: green;">2m</span></span><span style="color: green;"><span style="color: green;">以上的竖向模板，不得站在下层模板上拼装上层模板。安装过程中应设置临时固定措施。当支架立柱成一定角度倾斜，或其支架立柱的顶表面倾斜时，应采取可靠措施确保支点稳定，支撑底脚必须有防滑移的可靠措施。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">梁和板的立柱，其纵横向间距应相等或成倍数。示意图如下：</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">模板支撑架底层纵、横向水平杆应作为扫地杆</span></span><span style="color: green;"><span style="color: green;">。</span></span><span style="color: green;"><span style="color: green;">立杆底部应设置可调托座或固定底座。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">模板支撑架周围有主体结构时，应设置连墙件；支架搭设按本模板设计，不得随意更改；要更改必须得到相关负责人的认可。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">11、</span></span><span style="color: green;"><span style="color: green;">立柱及其他杆件</span></span><span style="color: green;"><span style="color: green;">。</span></span><span style="color: green;"><span style="color: green;">搭接要求：本工程所有部位立柱接长全部采用连接套管连接，严禁搭接</span></span><span style="color: green;"><span style="color: green;">。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">模板支架应根据施工方案计算得出的立杆排架尺寸选用定长的水平杆，并应根据支撑高度组合套插的立杆段、可调托座和可调底座。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">12、</span></span><span style="color: green;"><span style="color: green;">水平拉杆</span></span><span style="color: green;"><span style="color: green;">。</span></span><span style="color: green;"><span style="color: green;">每步纵横向水平杆必须通过盘扣节点连接拉通</span></span><span style="color: green;"><span style="color: green;">。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">13、</span></span><span style="color: green;"><span style="color: green;">周边拉结</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">竖向结构（柱）与水平结构分开浇筑，以便利用其与支撑架体连接，形成可靠整体；当支架立柱高度超过</span></span><span style="color: green;"><span style="color: green;">5m</span></span><span style="color: green;"><span style="color: green;">时，应在立柱周全外侧和中间有结构柱的部位，按水平间距</span></span><span style="color: green;"><span style="color: green;">6</span></span><span style="color: green;"><span style="color: green;">～</span></span><span style="color: green;"><span style="color: green;">9m</span></span><span style="color: green;"><span style="color: green;">、竖向间距</span></span><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;"><span style="color: green;">～</span></span><span style="color: green;"><span style="color: green;">3m</span></span><span style="color: green;"><span style="color: green;">与建筑结构设置一个固结点；用抱柱的方式（如连墙件），如下图，以提高整体稳定性和提高抵抗侧向变形的能力。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">4.4</span></span></strong><strong style="color: blue;"><span style="color: green;"><span style="color: green;">、柱模板施工</span></span></strong></h2>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">一、</span></span><span style="color: green;"><span style="color: green;">柱</span></span><span style="color: green;"><span style="color: green;">模板施工</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">本工程框架柱构件截面类型较多，采用普通钢管柱箍，设置对拉螺栓。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">1、工艺流程：弹柱位置线→柱模范围抄平→安装柱根定位筋→安装柱模板→安装钢管柱箍（钢管柱箍）→柱模板支撑加固→调整垂直度、定位→复核上口尺寸→预检验收。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">2、柱模施工</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">弹控制线：首先根据柱子定位轴线和截面尺寸弹出双线（柱边线和</span><span style="color: green;">200mm控制线），如下图所示：</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">柱模定位：根据柱子边线和控制线，植柱根部定位钢筋，定位筋间距</span><span style="color: green;">≯500，角部必设。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">沿柱边线设置根部档浆木方或模板条，以防根部漏浆。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">拼装就位：四面模板拼接缝必须相互错开，避免同一横向水平面有两道接槎，模板竖向拼缝用双面胶的海绵条贴好。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">截面的校正：柱模就位后调整柱子位置，调整过程中保证柱子的根部截面尺寸满足要求，达到要求后加固下口柱箍，柱底校正以后把木楔子打紧，确保柱箍下四道双螺帽加固到位；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">上口截面的校正：调整柱子上口的截面，加固好上口柱箍，接着把柱模中间的柱箍也全部加紧；最后进行柱垂直度的校正。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">1、</span><span style="color: green;"><span style="color: green;">柱</span></span><span style="color: green;"><span style="color: green;">模安装顺序是：支模前的检查</span><span style="color: green;">→支侧模→钢筋绑扎→安装对拉螺栓，支另一侧模→校正模板位置→紧固对拉螺栓→支撑固定→全面检查。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">2、</span><span style="color: green;"><span style="color: green;">柱</span></span><span style="color: green;"><span style="color: green;">模板采用散支散拆方式，模板采用</span>1</span><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;">mm胶合板。外楞用φ48.3×3.</span><span style="color: green;"><span style="color: green;">6</span></span><span style="color: green;">mm双钢管（计算时取48*2.8壁厚钢管），不</span><span style="color: green;"><span style="color: green;">等</span></span><span style="color: green;"><span style="color: green;">间距。内楞用</span>40*90m</span><span style="color: green;"><span style="color: green;">m木方</span></span><span style="color: green;"><span style="color: green;">，间距</span>250mm，用“山形卡”将对拉螺杆与钢管连接，对拉螺杆竖向距离</span><span style="color: green;"><span style="color: green;">不等</span></span><span style="color: green;"><span style="color: green;">，对拉螺杆水平间距</span></span><span style="color: green;"><span style="color: green;">300~</span></span><span style="color: green;">600mm。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">3、</span><span style="color: green;"><span style="color: green;">柱</span></span><span style="color: green;"><span style="color: green;">模板支设前须对</span></span><span style="color: green;"><span style="color: green;">柱</span></span><span style="color: green;"><span style="color: green;">内杂物进行清理，弹出</span></span><span style="color: green;"><span style="color: green;">柱</span></span><span style="color: green;"><span style="color: green;">的边线和模板线，大角应标出轴线。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">4、</span><span style="color: green;"><span style="color: green;">柱</span></span><span style="color: green;"><span style="color: green;">模板安装前先放置好预埋件，并按照</span></span><span style="color: green;"><span style="color: green;">柱子</span></span><span style="color: green;"><span style="color: green;">尺寸焊好限位钢筋。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">5、阳角端头处理：为防止阳角漏浆，端头第一根对拉螺杆距离端头150mm；阳角处模板做企口，模板长边压短边。在阴阳角处各加一道对拉螺杆，保证强度，不胀模，漏浆，保证阴阳角的砼成型质量。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">6、模板安装完毕后，检查扣件、螺栓是否紧固，模板拼缝及下口是否严密。墙、板模板拼缝处需在拼缝部位粘贴海绵条，并在接缝部位的模板下边立放两根木方。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">7、</span><span style="color: green;"><span style="color: green;">柱</span></span><span style="color: green;"><span style="color: green;">与楼板交界处内膜板地脚用</span>1：2水泥砂浆封堵，防止漏浆。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">8、混凝土一次浇筑高度2米。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">。。。。。。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><strong style="color: blue;">篇幅过长，共390页，以下略</strong></span></p><span style="color: green;"><a style="color: red;"><span style="color: green;"><strong style="color: blue;">加入2023年度</strong><strong style="color: blue;">《工程实战参考》</strong><strong style="color: blue;">会员</strong></span></a></span><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><a style="color: red;"><span style="color: green;"><strong style="color: blue;">2022年度</strong><strong style="color: blue;">《工程实战参考》</strong><strong style="color: blue;">会员</strong></span></a><span style="color: green;"><strong style="color: blue;">资料</strong></span></span></span></span></span></span>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">4.5</span></span></strong><strong style="color: blue;"><span style="color: green;"><span style="color: green;">、</span></span></strong><strong style="color: blue;"><span style="color: green;"><span style="color: green;">墙</span></span></strong><strong style="color: blue;"><span style="color: green;"><span style="color: green;">模板施工</span></span></strong></h2>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">1、墙模安装顺序是：支模前的检查→支侧模→钢筋绑扎→安装对拉螺栓，支另一侧模→校正模板位置→紧固对拉螺栓→支撑固定→全面检查。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">2、剪力墙模板采用散支散拆方式，模板采用1</span><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;">mm胶合板。外楞用φ48.3×3.</span><span style="color: green;"><span style="color: green;">6</span></span><span style="color: green;">mm双钢管（计算时取48*2.8壁厚钢管），不</span><span style="color: green;"><span style="color: green;">等</span></span><span style="color: green;"><span style="color: green;">间距。内楞用</span>40*90m</span><span style="color: green;"><span style="color: green;">m木方</span></span><span style="color: green;"><span style="color: green;">，间距</span>2</span><span style="color: green;"><span style="color: green;">0</span></span><span style="color: green;">0mm，用“山形卡”将对拉螺杆与钢管连接，对拉螺杆竖向距离</span><span style="color: green;"><span style="color: green;">不等</span></span><span style="color: green;"><span style="color: green;">，对拉螺杆水平间距</span></span><span style="color: green;"><span style="color: green;">450</span></span><span style="color: green;">mm。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">3、墙体模板支设前须对墙内杂物进行清理，弹出墙的边线和模板线，外墙大角应标出轴线。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">4、墙体模板安装前先放置好门窗模板及预埋件，并按照墙体厚度焊好限位钢筋。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">5、剪力墙阳角端头处理：为防止墙体阳角漏浆，剪力墙端头第一根对拉螺杆距离端头150mm；剪力墙阳角处模板做企口，模板长边压短边。在阴阳角处各加一道对拉螺杆，保证强度，不胀模，漏浆，保证阴阳角的砼成型质量。剪力墙内部设置（墙厚-5mm）宽的内衬条，间距同对拉螺栓间距。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">6、墙模板安装完毕后，检查扣件、螺栓是否紧固，模板拼缝及下口是否严密。墙、板模板拼缝处需在拼缝部位粘贴海绵条，并在接缝部位的模板下边立放两根木方。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">7、剪力墙与楼板交界处内膜板地脚用1：2水泥砂浆封堵，防止漏浆。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">地上外墙内侧、内墙模板参数表</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">4.6</span><span style="color: green;">、</span></span></strong><strong style="color: blue;"><span style="color: green;"><span style="color: green;">梁模板施工</span></span></strong></h2>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">1、工艺流程：弹线—支立柱—调整标高—安装梁底模—绑梁钢筋—安装侧模—预检。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">2、根据主控制线放出各梁的轴线及标高控制线。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">3、梁模支撑：梁模板支撑采用盘扣式满堂钢管脚手架支撑，与楼板模板支架综合布置，相互连接、形成整体</span><span style="color: green;"><span style="color: green;">，梁两侧及梁底立杆不满足盘扣架模数时，可采用钢管扣件进行加固措施</span></span><span style="color: green;"><span style="color: green;">。设置双向扫地杆。设置扫地杆，离地</span></span><span style="color: green;"><span style="color: green;">350</span></span><span style="color: green;">mm。</span><span style="color: green;"><span style="color: green;">次</span></span><span style="color: green;"><span style="color: green;">楞用</span>40×90mm木</span><span style="color: green;"><span style="color: green;">方</span></span><span style="color: green;"><span style="color: green;">，</span></span><span style="color: green;"><span style="color: green;">主</span></span><span style="color: green;"><span style="color: green;">楞用</span><span style="color: green;">φ48</span></span><span style="color: green;"><span style="color: green;">.3</span></span><span style="color: green;"><span style="color: green;">×3.</span></span><span style="color: green;"><span style="color: green;">6</span></span><span style="color: green;"><span style="color: green;">双钢管（计算采取</span>2.8）</span><span style="color: green;"><span style="color: green;">。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">4</span></span><span style="color: green;"><span style="color: green;">、梁模板支模参数表：</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">4.7</span></span></strong><strong style="color: blue;"><span style="color: green;"><span style="color: green;">、楼板模板施工</span></span></strong></h2>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">一、楼板模板布置：</span></span></strong></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">1、工艺流程：支架搭设→龙骨铺设、加固→楼板模板安装→预检。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">2、支架搭设：楼板模板支架搭设同梁模板支架搭设，与梁模板支架统一布置。第一道立杆距剪力墙不小于300mm，立杆顶部设置顶托。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">3、扫地杆：扫地杆布置在</span><span style="color: green;"><span style="color: green;">距根部</span><span style="color: green;">350mm</span></span><span style="color: green;"><span style="color: green;">处；步距：控制在</span>1.</span><span style="color: green;"><span style="color: green;">5</span></span><span style="color: green;">m以内；</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">4、模板安装：</span><span style="color: green;"><span style="color: green;">木方与木方之间用模板条</span></span><span style="color: green;"><span style="color: green;">铁钉钉好</span></span><span style="color: green;"><span style="color: green;">。</span><span style="color: green;">U型顶托顶在木方上，</span></span><span style="color: green;"><span style="color: green;">挂通线将</span></span><span style="color: green;"><span style="color: green;">木方</span></span><span style="color: green;"><span style="color: green;">找平</span></span><span style="color: green;"><span style="color: green;">。</span></span><span style="color: green;"><span style="color: green;">后铺设预制叠合板</span></span><span style="color: green;"><span style="color: green;">。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">5、楼面模板铺完后，应认真检查支架是否牢固。模板梁面、板面清扫干净</span><span style="color: green;"><span style="color: green;">，浇混凝土前用海绵条堵住叠合板与模板之间的缝口。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">6、</span><span style="color: green;"><span style="color: green;">对于梁两侧立杆间距不满足盘扣模数时，可采用钢管扣件进行连接</span></span><span style="color: green;"><span style="color: green;">。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">7</span></span><span style="color: green;"><span style="color: green;">、基层：必须坚实</span>,立杆底部垫设</span><span style="color: green;"><span style="color: green;">钢垫片</span></span><span style="color: green;"><span style="color: green;">。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">8</span></span><span style="color: green;"><span style="color: green;">、整体加强：整层满堂架连接成整体，架空部位按满堂架布置补齐；</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9</span></span><span style="color: green;"><span style="color: green;">、荷载专递至立柱方式：可调托撑。对顶板，在</span></span><span style="color: green;"><span style="color: green;">盘扣</span></span><span style="color: green;"><span style="color: green;">式脚手架顶端，加设</span>U型托进行顶板标高的立杆高度调整。可调托撑伸出顶层水平杆的悬臂长度严禁超过650mm，立杆顶部U型托丝杆外露不得超过</span><span style="color: green;"><span style="color: green;">4</span></span><span style="color: green;">00mm，且插入立杆不小于200mm，如果超过则进行适当调整，可在盘扣式支架下部再加设一个支托，保证U托外露丝扣小于</span><span style="color: green;"><span style="color: green;">4</span></span><span style="color: green;">00mm，确保支架及U型托的的受力稳定。</span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">当盘扣架专用</span><span style="color: green;">U托内放置2根钢管主梁时，可能存在一定的空隙，施工时需用木楔两边对齐赛紧钢管，使两根钢管处于U托中间。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;">二、</span></span></strong><strong style="color: blue;"><span style="color: green;"><span style="color: green;">剪刀撑布置要求：</span></span></strong></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">竖向斜</span></span><span style="color: green;"><span style="color: green;">撑</span></span><span style="color: green;"><span style="color: green;">（或剪刀撑）：</span></span><span style="color: green;"><span style="color: green;">支架架体四周外立面向内的从第一跨开始</span></span><span style="color: green;"><span style="color: green;">，</span></span><span style="color: green;"><span style="color: green;">由下到上设置竖向斜杆，斜杆在架体内部正常按照横纵向间隔</span></span><span style="color: green;"><span style="color: green;">3跨</span></span><span style="color: green;"><span style="color: green;">布置</span></span><span style="color: green;"><span style="color: green;">（如图），斜杆互为反向拉结，</span></span><span style="color: green;"><span style="color: green;">架体整体底层以及顶层满设置竖向斜杆。</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">边梁的满堂架构造：外边立杆从结构边挑出，挑出部分采用钢管扣件支撑，或使用配套的三角斜撑支设模板</span></span><span style="color: green;"><span style="color: green;">，</span></span><span style="color: green;"><span style="color: green;">不得使用外脚手架的立杆作为模板支撑结：</span></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="data:image/svg+xml,%3C%3Fxml version=1.0 encoding=UTF-8%3F%3E%3Csvg width=1px height=1px viewBox=0 0 1 1 version=1.1 xmlns=http://www.w3.org/2000/svg xmlns:xlink=http://www.w3.org/1999/xlink%3E%3Ctitle%3E%3C/title%3E%3Cg stroke=none stroke-width=1 fill=none fill-rule=evenodd fill-opacity=0%3E%3Cg transform=translate(-249.000000, -126.000000) fill=%23FFFFFF%3E%3Crect x=249 y=126 width=1 height=1%3E%3C/rect%3E%3C/g%3E%3C/g%3E%3C/svg%3E" style="width: 100%; margin-bottom: 20px;"></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><strong style="color: blue;">。。。。。。</strong></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><strong style="color: blue;">篇幅过长，共390页，以下略</strong></span></p><span style="color: green;"><a style="color: red;"><span style="color: green;"><strong style="color: blue;">加入2023年度</strong><strong style="color: blue;">《工程实战参考》</strong><strong style="color: blue;">会员</strong></span></a></span><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><a style="color: red;"><span style="color: green;"><strong style="color: blue;">2022年度</strong><strong style="color: blue;">《工程实战参考》</strong><strong style="color: blue;">会员</strong></span></a><span style="color: green;"><strong style="color: blue;">资料</strong></span></span></span></span></span></span><span style="color: green;"><a style="color: red;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;">点我</strong></span><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;">☞</span></strong></span></strong></span>2023年度</strong><strong style="color: blue;">《工程实战参考》</strong><strong style="color: blue;">会员<span style="color: green;"><strong style="color: blue;"><span style="color: green;">中现已有下面关于“</span></strong></span></strong></span></a></span><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;">模板工程高支模</strong></strong></span></strong></strong></span><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><a style="color: red;">”<strong style="color: blue;"><span style="color: green;">资料<span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;">（持续更新中）</span></strong></span></strong></span></strong></span></span></strong></a><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;">：</span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></strong></span></strong></strong></span>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;">2023年《工程实战参考》会员资料</span></strong></strong></span></strong></strong></span></strong></strong></span></span></strong></strong></span></span></strong></strong></span></span></strong></span></span></strong></span></p>
    <p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;">12. 模板工程高支模</strong></strong></span></p><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;">持续更新中，点击题目阅读</strong></span></strong></span></strong></span></strong></strong></span></strong></span></strong></span></strong></strong></span></strong></span></strong></span></strong></strong></span></strong></span></strong></span></strong></strong></span></strong></span></strong></span></strong></strong></span></strong></span></strong></span></strong></strong></span></strong></span></strong></span></strong></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></span></strong></span></span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></strong></span></span></strong></span></span></strong></span><span style="color: green;">24</span><a style="color: red;">高架支模（铝模）安全专项施工方案2022年word120页</a><span style="color: green;">23</span><a style="color: red;">高架支模专项施工方案2021年word150页</a><span style="color: green;">22</span><a style="color: red;">危大模板工程专项施工方案附计算书2022年word200页</a><span style="color: green;">21</span><a style="color: red;">高支模安全专项施工方案2021年word140页</a><span style="color: green;">20</span><a style="color: red;">砖胎膜施工方案2021年word</a><span style="color: green;">19</span><a style="color: red;">承插盘扣式高大模板支撑架安全专项施工方案2023年word110页</a><span style="color: green;">18</span><a style="color: red;">标准化厂房高支模专项施工方案（修改版）2021word238页</a><span style="color: green;">17</span><a style="color: red;">地下室模板施工方案2022word180页</a><span style="color: green;">16</span><a style="color: red;">高支模专项施工方案（H≥8m论证后）2022word380页</a><span style="color: green;">15</span><a style="color: red;">模板及支撑体系专项施工方案2021word100页</a><span style="color: green;">14</span><a style="color: red;">铝合金模板（拉片式）施工方案2021word125页</a><span 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style="color: blue;">万达模板（盘扣架）专项施工方案2022年word390页附cad图</strong></span>
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