名企高大模板架体专项施工方案2022年word460页（可编辑、可下载）
<span style="color: green;"></span><span style="color: green;"><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></span><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><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;"><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></span></a><span style="color: green;"><span style="color: green;"><strong style="color: blue;">资料</strong></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></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><p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">来源：网络</span></p>
<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><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;">文末有下载方法：</strong></span></strong></span></strong></span>
<p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC95JUPRicGB2ZjusXKKHRlJZ0BJITaBjYrJxoYmDm7BS8f3OnMkrjPAib9O9hwqiaKzfmicOEibmicMYIQA/640?wx_fmt=png&wxfrom=5&wx_lazy=1&wx_co=1&tp=webp" 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;"><span style="color: green;"><span style="color: green;">目</span> <span style="color: green;">录</span></span></strong></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 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;">1.1 工程建设概况</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;">1.2 结构设计概况</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;">1.3 危险性较大支模区域概况</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;">1.3.1 危险性较大支模的定义</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;">1.3.2 危险性较大支模区域</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;">1.3.3 模架工程施工的重点、难点、特点</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;">1.4 施工平面布置</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;">1.5 施工要求及技术保证条件</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 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;">第三章</span> <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;">3.1组织机构</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施工组织</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 高架支模施工段区域汇总</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施工顺序</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;">3.3 进度安排及进度指标</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;">3.4 资源配置计划</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;">3.4.1 机械设备配置</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;">3.4.2 物资材料配置</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 style="color: green;">施工工艺技术</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 方案设计</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;">4.1.1 支撑架选择</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;">4.1.2 结构体系的建立</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;">4.1.3施工图</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 style="color: green;">施工安全保证措施</span></span><span style="color: green;">9</span><span style="color: green;">0</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 组织保证措施</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;">5.2 技术保证措施</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;">5.3 安全保证措施</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;">5.3.1 安全保证体系</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;">5.3.2 安全教育制度</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;">5.3.3 安全检查制度</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;">5.3.4 安全管理措施</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;">5.3.5 安全技术措施</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;">5.3.6 拆除安全技术措施</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;">5.3.7 临时用电安全措施</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;">5.3.8 消防安全措施</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;">5.4 检测监控措施</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;">5.4.1 架体监控组织管理</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;">5.4.2 架体变形监测</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;">5.4.3 施工荷载监测监控</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;">5.4.4 监控措施</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;"><span style="color: green;">5.4.5</span> <span style="color: green;">混凝土浇筑过程监控</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;">5.4.6特殊天气施工监控</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 style="color: green;">施工管理及作业人员配备和分工</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;">6.1 施工管理人员</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 专兼职安全生产管理人员</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 特种作业人员及其他作业人员</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 style="color: green;">验收要求</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;">7.1 验收标准</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;">7.2 验收相关程序及人员</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;">7.3 验收内容</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;">7.3.1 质量验收</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;">7.3.2 架体验收</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;">7.3.3 模板工程验收</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;">第八章应急处置措施</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;">8.1 风险源辨识</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;">8.2 应急预案</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;">8.2.1 应急工作原则</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;">8.2.2 应急救援领导小组</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;">8.2.3 信息报告与处置</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;">8.2.4 应急响应</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;">8.2.5 应急结束与信息发布</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;">8.2.6 事故调查及原因分析</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;">8.2.7 应急救援工作的恢复</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;">8.3 应急救援处置措施</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;">8.3.1 起重伤害的应急处置措施</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;">8.3.2 触电事故应急处置措施</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;">8.3.3 机械损伤应急处置措施</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;">8.3.4 物体打击应急处置措施</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;">8.3.5 高空坠落应急处置措施</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;">8.3.6 火灾应急处置措施</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;">8.3.7模板坍塌应急救援措施</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;"><span style="color: green;">第九章</span> <span style="color: green;">计算书及相关图纸</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;">9.1 600×900mm、400×2000mm截面超重梁计算书</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;">9.2 600×3500mm截面超重梁计算书</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 梁侧模板计算书</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;">9.3.1 超重梁梁侧模板计算书</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;">9.3.2 高架支模梁梁侧模板计算书</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 400mm厚超重板计算书</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 1#楼门厅屋面板梁、板计算书</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;">9.5.1 梁底模板计算书</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;">9.5.2 板模板计算书</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 2#楼、3#楼、4#楼、5#楼、6#楼三层板梁、板计算书</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;">9.6.1 梁底模板计算书</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;">9.6.2 板模板计算书</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 4#、5#、6#楼六层板梁、板计算书</span></span></p>
<p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">9.7.1 4#、6#梁底模板计算书</span></p>
<p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">9.7.25#梁底模板计算书81</span></p>
<p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">9.7.34#、5#、6#板模板计算书6</span></p>
<p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9.7.44#、5#、6#花篮螺栓式悬挑主梁计算书</span><span style="color: green;">3</span><span style="color: green;">12</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;">9.8 4#、5#、6#楼九层板梁、板计算书</span><span style="color: green;">3</span><span style="color: green;">53</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;">9.8.1 梁底模板计算书</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;">9.8.2 板模板计算书</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;">9.95#楼三、四、五、六、七、八、九、十层板梁、板计算书</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;">9.9.1 梁底模板计算书</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;">9.9.2 板模板计算书</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;">9.10 2#楼十一层板梁、板计算书</span><span style="color: green;">4</span><span style="color: green;">13</span></span></p>
<p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">9.10.1 梁底模板计算书413</span></p>
<p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;"><span style="color: green;">9.10.2 板模板计算书428</span></span></p>
<p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">9.10.3花篮螺栓式悬挑主梁计算书</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;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><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;"><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></span></a><span style="color: green;"><span style="color: green;"><strong style="color: blue;">资料</strong></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span>
<p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><strong style="color: blue;"><span style="color: green;">第一章 工程概况</span></strong></p>
<h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;">1.1 工程建设概况</span></strong></h2><span style="color: green;"><span style="color: green;">建设规模：总建筑面积</span><span style="color: green;">199251.05</span><span style="color: green;">㎡，其中：地上建筑面积</span><span style="color: green;">121327.29</span><span style="color: green;">㎡，地下建筑面积</span><span style="color: green;">77923.76</span><span style="color: green;">㎡。共包含</span><span style="color: green;">7</span><span style="color: green;">个单体，分别为地下车库（地下车库</span><span style="color: green;">A</span><span style="color: green;">区、地下车库</span><span style="color: green;">B</span><span style="color: green;">区）、</span><span style="color: green;">1#</span><span style="color: green;">、</span><span style="color: green;">2#</span><span style="color: green;">、</span><span style="color: green;">3#</span><span style="color: green;">、</span><span style="color: green;">4#</span><span style="color: green;">、</span><span style="color: green;">5#</span><span style="color: green;">、</span><span style="color: green;">6#</span><span style="color: green;">楼</span></span><span style="color: green;">。</span><span style="color: green;"><span style="color: green;">其中地下车库为框架结构，</span><span style="color: green;">1#</span><span style="color: green;">、</span><span style="color: green;">2#</span><span style="color: green;">、</span><span style="color: green;">3#</span><span style="color: green;">为框剪结构，</span><span style="color: green;">4#</span><span style="color: green;">、</span><span style="color: green;">5#</span><span style="color: green;">、</span><span style="color: green;">6#</span><span style="color: green;">为框架结构，同时</span><span style="color: green;">4#</span><span style="color: green;">、</span><span style="color: green;">5#</span><span style="color: green;">楼为装配式结构。建筑性质</span><span style="color: green;">: </span><span style="color: green;">商业、建筑耐火等级：一级、建筑类别：一类建筑，建筑高度：</span><span style="color: green;">44.95m</span></span><span style="color: green;">。</span>
<h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;">1.3 </span></strong><strong style="color: blue;"><span style="color: green;">危险性较大</span></strong><strong style="color: blue;"><span style="color: green;">支模区域概况</span></strong></h2>
<h3 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;">1.3.1 </span></strong><strong style="color: blue;"><span style="color: green;">危险性较大</span></strong><strong style="color: blue;"><span style="color: green;">支模的定义</span></strong></h3><span style="color: green;"><span style="color: green;">根据住房城乡建设部办公厅下发的关于实施《危险性较大的分部分项工程安全管理规定》有关问题的通知（建办质〔</span><span style="color: green;">2018〕31号），附件二、第二条第二项：搭设高度8m及以上，或搭设跨度18m及以上，或施工总荷载（设计值）15kN/m</span></span><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;"><span style="color: green;">及以上，或集中线荷载（设计值）</span><span style="color: green;">20kN/m及以上为超过一定规模的危大工程。</span></span><span style="color: green;">1 </span><span style="color: green;"><span style="color: green;">集中线荷载大于</span><span style="color: green;">20KN/m的梁：</span></span><span style="color: green;"><span style="color: green;">根据《建筑结构可靠度设计统一标准》</span><span style="color: green;">GB50068-2018，第8.2条规定，梁荷载计算如下：</span></span><span style="color: green;"><span style="color: green;">梁施工线荷载</span><span style="color: green;">=1.3×（（G</span></span><span style="color: green;"><span style="color: green;">2K</span></span><span style="color: green;">+G</span><span style="color: green;"><span style="color: green;">3K</span></span><span style="color: green;"><span style="color: green;">）</span><span style="color: green;">×b×h+G</span></span><span style="color: green;"><span style="color: green;">1K</span></span><span style="color: green;">×（b+2h））+1.5×Q</span><span style="color: green;"><span style="color: green;">2K</span></span><span style="color: green;">×b</span><span style="color: green;">G</span><span style="color: green;"><span style="color: green;">1K</span></span><span style="color: green;">——模板及支架自重标准值，取0.25KN/m</span><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;">G</span><span style="color: green;"><span style="color: green;">2K</span></span><span style="color: green;">——新浇混凝土自重标准值，取24KN/m</span><span style="color: green;"><span style="color: green;">3</span></span><span style="color: green;">G</span><span style="color: green;"><span style="color: green;">3K</span></span><span style="color: green;">——钢筋自重标准值，取1.5KN/m</span><span style="color: green;"><span style="color: green;">3</span></span><span style="color: green;">Q</span><span style="color: green;"><span style="color: green;">2K</span></span><span style="color: green;">——振捣混凝土时产生的荷载标准值，取2KN/m</span><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;">b——梁截面宽度</span><span style="color: green;">h——梁截面高度</span><span style="color: green;"><span style="color: green;">永久荷载的分项系数取</span><span style="color: green;">1.3；可变荷载的分项系数取1.5</span></span><span style="color: green;"><span style="color: green;">经计算，梁截面</span><span style="color: green;">b（梁宽）×h（梁高）≥0.533㎡时，梁施工线荷载均达到或超过20KN/m。</span></span><span style="color: green;">2 </span><span style="color: green;"><span style="color: green;">施工总荷载（设计值）</span><span style="color: green;">15kN/</span></span><span style="color: green;">m</span><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;">及以上板：</span><span style="color: green;"><span style="color: green;">根据《建筑结构可靠度设计统一标准》</span><span style="color: green;">GB50068-2018，第8.2条规定，板荷载计算如下：</span></span><span style="color: green;"><span style="color: green;">板施工荷载</span><span style="color: green;">=1.3×（（G</span></span><span style="color: green;"><span style="color: green;">2K</span></span><span style="color: green;">+G</span><span style="color: green;"><span style="color: green;">3K</span></span><span style="color: green;"><span style="color: green;">）</span><span style="color: green;">×h+G</span></span><span style="color: green;"><span style="color: green;">1K</span></span><span style="color: green;"><span style="color: green;">）</span><span style="color: green;">+1.5×Q</span></span><span style="color: green;"><span style="color: green;">2K</span></span><span style="color: green;">G</span><span style="color: green;"><span style="color: green;">1K</span></span><span style="color: green;">——模板及支架自重标准值，取0.25KN/m</span><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;">G</span><span style="color: green;"><span style="color: green;">2K</span></span><span style="color: green;">——新浇混凝土自重标准值，取24KN/m</span><span style="color: green;"><span style="color: green;">3</span></span><span style="color: green;">G</span><span style="color: green;"><span style="color: green;">3K</span></span><span style="color: green;">——钢筋自重标准值，取1.5KN/m</span><span style="color: green;"><span style="color: green;">3</span></span><span style="color: green;">Q</span><span style="color: green;"><span style="color: green;">2K</span></span><span style="color: green;">——振捣混凝土时产生的荷载标准值，取2KN/m</span><span style="color: green;"><span style="color: green;">2</span></span><span style="color: green;">h——板厚</span><span style="color: green;"><span style="color: green;">永久荷载的分项系数取</span><span style="color: green;">1.3；可变荷载的分项系数取1.5经计算，板厚≥0.352m时，板施工均布荷载达到或超过15KN/㎡；</span></span><span style="color: green;"><span style="color: green;">综上所述结合本工程实际情况，模板工程存在超重梁及超厚楼板，以及搭设高度</span><span style="color: green;">8m及以上梁的</span></span><span style="color: green;">高大模板</span><span style="color: green;">。</span>
<h3 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;">1.3.2 </span></strong><strong style="color: blue;"><span style="color: green;">危险性较大</span></strong><strong style="color: blue;"><span style="color: green;">支模区域</span></strong></h3><span style="color: green;"><span style="color: green;">地下车库</span><span style="color: green;">B区存在超重梁、超重板，最大梁尺寸为600×3500mm，仅有一处，长度为1.5m。最多超重梁尺寸为400×2000mm。最厚板为400mm。1#、</span></span><span style="color: green;">2#、</span><span style="color: green;">3#、4#、5#、6#局部存在高架支模，</span><span style="color: green;">具体高大模板施工</span><span style="color: green;">区域概况详见表</span><span style="color: green;">1.3.2</span><span style="color: green;">-1。</span><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC95JUPRicGB2ZjusXKKHRlJZmFVNib0usT1icTVa9Mav0T3coibfcKDWvwR3s2LchrAlUJsrZSABCwc1A/640?wx_fmt=png&tp=webp&wxfrom=5&wx_lazy=1&wx_co=1" style="width: 100%; margin-bottom: 20px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC95JUPRicGB2ZjusXKKHRlJZXdMviavhSXbj28nZJOicgibDuIhyNMmib8nthDfgiaFYgxkng4lMekOpqCQ/640?wx_fmt=png&tp=webp&wxfrom=5&wx_lazy=1&wx_co=1" style="width: 100%; margin-bottom: 20px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC95JUPRicGB2ZjusXKKHRlJZyZ8icXJw51k2JcMrjkPBvo7Zokt2qNNr2YoNeMeyE80oWznXnnK9rmQ/640?wx_fmt=png&tp=webp&wxfrom=5&wx_lazy=1&wx_co=1" style="width: 100%; margin-bottom: 20px;"><img src="https://mmbiz.qpic.cn/mmbiz_png/SaSev7k3vC95JUPRicGB2ZjusXKKHRlJZTzKcHib2JVs3THojKkbjMc3icp7flA2f88W4B20oMudtCvKiaHjl1nkxA/640?wx_fmt=png&tp=webp&wxfrom=5&wx_lazy=1&wx_co=1" style="width: 100%; margin-bottom: 20px;"><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;"><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;"><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;"><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;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><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;"><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></span></a><span style="color: green;"><span style="color: green;"><strong style="color: blue;">资料</strong></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span><strong style="color: blue;"><span style="color: green;">第四章 施工工艺技术</span></strong>
<h2 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;">4.1 方案设计</span></strong></h2>
<h3 style="text-align: left; margin-bottom: 10px;"><strong style="color: blue;"><span style="color: green;">4.1.1 支撑架选择</span></strong></h3><span style="color: green;">1</span><span style="color: green;"><span style="color: green;">本工程超重梁及超厚板支模区域仅为地下车库</span><span style="color: green;">B区顶板范围，支模高度为4.4-5.46m，此区域支模采用承插</span></span><span style="color: green;">型轮扣式</span><span style="color: green;">钢管脚手架支撑体系。</span><span style="color: green;">轮扣式</span><span style="color: green;"><span style="color: green;">钢管支架杆件立杆、横杆直径为</span><span style="color: green;">φ48，壁厚为2.8mm。梁、板下主龙骨采用φ48×2.4mm普通钢管，次龙骨采用40×80mm木方，面板为15mm双面覆膜木模板。</span></span><span style="color: green;"><span style="color: green;">立杆</span><span style="color: green;">φ48×2.8mm：</span></span><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;"><span style="color: green;"><span style="color: green;">立杆高度分别为</span><span style="color: green;">0.9m、1.2m、1.5m、1.8m、2.4m。</span></span><span style="color: green;"><span style="color: green;">横杆</span><span style="color: green;">φ48×2.8mm：</span></span><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;"><span style="color: green;"><span style="color: green;">横杆长度分别为</span><span style="color: green;">0.9m、1.2m。</span></span><span style="color: green;">2 </span><span style="color: green;"><span style="color: green;">高架支模范围分布在</span><span style="color: green;">1-6#楼地上区域，采用盘扣式钢管脚手架支撑体系。</span></span><span style="color: green;">1）</span><span style="color: green;"><span style="color: green;">盘扣式钢管支架杆件立杆为</span><span style="color: green;">φ</span></span><span style="color: green;">60</span><span style="color: green;">×3.25mm，材质为Q</span><span style="color: green;">345B</span><span style="color: green;"><span style="color: green;">，横杆为</span><span style="color: green;">φ48.3×2.75mm，材质为Q235B，斜拉杆为φ42×2.75mm，材质为Q195，且全部经过热镀锌处理。梁、板下主龙骨采用φ48×2.4mm普通钢管，次龙骨采用40×80mm木方，面板为15mm双面覆膜木模板。</span></span><span style="color: green;">2）立杆</span><span style="color: green;"><span style="color: green;">结构主要承重构件之一，垂直荷载的主要传递者；由</span><span style="color: green;">φ60×3.2材质Q345B的钢管构成主体，分为6种规格：0.5m、1m、1.5m、2m、2.5m、3m，其上每间隔0.5m焊接有一组节点盘，用于与横杆、斜杆连接。每个节点盘上设计有8个孔，以便连接其他部件，使整个结构牢固、稳定。</span></span><span style="color: green;">3</span><span style="color: green;">）</span><span style="color: green;">水平</span><span style="color: green;">杆</span><span style="color: green;"><span style="color: green;">结构主要构件之一，水平荷载的主要传递者；横杆分为</span>7<span style="color: green;">种规格，分别为</span><span style="color: green;">0.3m</span><span style="color: green;">、</span><span style="color: green;">0.6m</span><span style="color: green;">、</span><span style="color: green;">0.9m</span><span style="color: green;">、</span><span style="color: green;">1.2m</span><span style="color: green;">、</span><span style="color: green;">1.5m</span><span style="color: green;">、</span><span style="color: green;">1.8m</span><span style="color: green;">、</span><span style="color: green;">2.1m</span></span><span style="color: green;">，</span><span style="color: green;"><span style="color: green;">横杆长度按</span>0.3m<span style="color: green;">模数设置。由</span></span><span style="color: green;">φ</span><span style="color: green;">48×2.</span><span style="color: green;"><span style="color: green;">75</span></span><span style="color: green;"> <span style="color: green;">材质</span>Q235B<span style="color: green;">的钢管和经铸造成型的扣接头、插销焊接而成。横杆固定在立杆两盘扣之间，横杆安装后将上盘扣插销敲紧即可。</span></span><span style="color: green;">4</span><span style="color: green;">）</span><span style="color: green;">可调底座</span><span style="color: green;"><span style="color: green;">结构主要构件之一，分散</span></span><span style="color: green;">传递</span><span style="color: green;"><span style="color: green;">立杆的集中荷载到基础上。用于调整架体结构的水平高度保证一致，使立杆保持垂直承载；由</span></span><span style="color: green;">φ</span><span style="color: green;"><span style="color: green;">48</span></span><span style="color: green;">×</span><span style="color: green;"><span style="color: green;">5</span></span><span style="color: green;"> <span style="color: green;">材质</span>Q235B</span><span style="color: green;">的螺纹钢管及底座、调节螺母组成。</span><span style="color: green;"><span style="color: green;">在日常维护中，通过调节螺母各立杆受力均匀，补偿地基变形影响。</span></span><span style="color: green;">5</span><span style="color: green;">）</span><span style="color: green;">斜杆</span><span style="color: green;"><span style="color: green;">结构主要构件之一，与立杆上的连接盘扣接的斜向杆件，采用</span></span><span style="color: green;">φ</span><span style="color: green;"><span style="color: green;">42</span></span><span style="color: green;">×2.</span><span style="color: green;"><span style="color: green;">75</span></span><span style="color: green;"><span style="color: green;">钢管及转扣连接。</span></span><span style="color: green;">6</span><span style="color: green;">）</span><span style="color: green;">钢脚手板</span><span style="color: green;"><span style="color: green;">结构主要构件之一，挂扣在支架上的盘扣式钢脚手板规格为</span>50mm<span style="color: green;">高、</span><span style="color: green;">250mm</span><span style="color: green;">宽，长度分为</span><span style="color: green;">2m</span><span style="color: green;">，</span><span style="color: green;">2.5m</span></span><span style="color: green;">，</span><span style="color: green;">3m</span><span style="color: green;">，</span><span style="color: green;">4m<span style="color: green;">。</span></span><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;"><span style="color: green;">3 4#、5#、6#楼6层板及2#楼11层板采用花篮螺栓悬挑架</span><span style="color: green;">悬挑钢结构材料选用合规厂家进行租赁，出场自带合格证及检测报告，进场后按文件及规范标准进行现场抽检复核。</span><span style="color: green;"><span style="color: green;">悬挑区域，</span><span style="color: green;">5#楼6层板板厚130mm，其余部位板厚均为120mm。统一采取花篮螺栓悬挑主梁，单根主梁采用上拉下承加固，2#楼11层结构悬挑长度为4m，4#、5#、6#楼6层结构悬挑长度为2.325m，搭设时考虑外侧多搭设一排作为外架防护。</span></span><span style="color: green;">1）</span><span style="color: green;">4#、5#、6#楼6层板：</span><span style="color: green;"><span style="color: green;">此范围花篮悬挑主梁长度为</span><span style="color: green;">4m，主梁间距1.2m。主梁均采用18#工字钢，</span></span><span style="color: green;">上拉为两根杆件采用</span><span style="color: green;">Φ20的上拉杆，Φ20的花篮螺栓，</span><span style="color: green;"><span style="color: green;">斜撑采用</span><span style="color: green;">10#槽钢，</span></span><span style="color: green;"><span style="color: green;">主梁及拉杆预埋螺栓采用</span><span style="color: green;">M20高强螺栓，斜撑焊接位置预埋250×250×10mm钢板，斜撑中心位置距结构边200mm。</span></span><span style="color: green;">5#的6层西北角两侧650×700mm主梁下，采用</span><span style="color: green;">Φ22的花篮螺栓，其余材料同上。平面布置如下图；</span><span style="color: green;">2）</span><span style="color: green;">4#、5#、6#楼西北阳角6层板：阳角处</span><span style="color: green;"><span style="color: green;">花篮悬挑主梁长度为</span><span style="color: green;">5.7m，阳角处主梁采用18#工字钢，</span></span><span style="color: green;">上拉为两根杆件采用</span><span style="color: green;">Φ20的上拉杆，Φ20的花篮螺栓，</span><span style="color: green;"><span style="color: green;">斜撑采用</span><span style="color: green;">14#工字钢，</span></span><span style="color: green;"><span style="color: green;">主梁及拉杆预埋螺栓采用</span><span style="color: green;">M20高强螺栓，斜撑焊接位置预埋250×250×10mm钢板。</span></span><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;"><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;"><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;"><span style="color: green;">3）</span><span style="color: green;"> <span style="color: green;">2#楼11</span></span><span style="color: green;">层板：</span><span style="color: green;"><span style="color: green;">此范围花篮悬挑主梁长度为</span><span style="color: green;">4.9m，主梁间距1.2m。主梁均采用18#工字钢，</span></span><span style="color: green;">上拉为两根杆件采用</span><span style="color: green;">Φ20的上拉杆，Φ20的花篮螺栓，</span><span style="color: green;"><span style="color: green;">斜撑采用</span><span style="color: green;">14#工字钢，</span></span><span style="color: green;"><span style="color: green;">主梁及拉杆预埋螺栓采用</span><span style="color: green;">M20高强螺栓，斜撑焊接位置预埋250×250×10mm钢板，斜撑中心位置距结构边200mm。平面布置如下图：</span></span><span style="color: green;">18#工字钢，</span><span style="color: green;">上拉为两根杆件采用</span><span style="color: green;">Φ20的上拉杆，Φ20的花篮螺栓，</span><span style="color: green;"><span style="color: green;">斜撑采用</span><span style="color: green;">14#工字钢，</span></span><span style="color: green;"><span style="color: green;">主梁及拉杆预埋螺栓采用</span><span style="color: green;">M20高强螺栓，斜撑焊接位置预埋250×250×10mm钢板，斜撑中心位置距结构边200mm。平面布置如下图：</span></span><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;"><span style="color: green;">4）花篮螺栓悬挑架</span><span style="color: green;">施工要点</span><span style="color: green;"><span style="color: green;">（</span><span style="color: green;">1）</span></span><span style="color: green;">螺栓预埋</span><span style="color: green;">①锚固螺栓方式采用M20高强螺栓作为半预埋螺栓，外露部分采用PVC管加胶布防护到位</span><span style="color: green;">。</span><span style="color: green;">②螺栓预埋应严格按照施工方案要求的间距（不大于1.2m）准确定位，水平间距偏差控制在2mm内，竖向间距偏差控制在3mm内。</span><span style="color: green;"><span style="color: green;">埋置高度为楼板板底标高下</span><span style="color: green;">100mm，水平间距150mm。</span></span><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;"><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;"><span style="color: green;">③</span><span style="color: green;">螺栓应与梁钢筋固定牢固，采取措施保证在浇筑混凝土时不跑位、不变形。</span><span style="color: green;">④</span><span style="color: green;">浇筑混凝土时，应尽量避免泵管混凝土直接浇筑到螺栓上，保证螺栓不跑位、不变形。</span><span style="color: green;"><span style="color: green;">（</span><span style="color: green;">2）</span></span><span style="color: green;">悬挂钢梁安装与固定</span><span style="color: green;">①</span><span style="color: green;">在墙体或梁终凝后，即可安装悬挂钢梁，通过塔吊将各个小构件吊运到安装位置。悬挑层</span><span style="color: green;">梁</span><span style="color: green;">外</span><span style="color: green;">侧</span><span style="color: green;">模板拆除后，方可进行安装。</span><span style="color: green;">②在墙外安装主竖向杆，尺寸垂直度矫正后，预紧螺母。全部螺栓拧紧检查无误后，悬挂钢梁安装完成。</span><span style="color: green;">③</span><span style="color: green;">斜拉拉杆的张紧采用紧线装置张紧，保证拉杆的张力。</span><span style="color: green;">（</span><span style="color: green;">3</span><span style="color: green;">）拉杆与型钢的拉结点见下图：</span><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;"><span style="color: green;"><span style="color: green;">可调拉杆为</span><span style="color: green;">φ2</span></span><span style="color: green;">0</span><span style="color: green;"><span style="color: green;">圆钢，单头套丝，并用花篮套筒连接，套丝长度</span><span style="color: green;">300mm。拉杆长度为1200mm，1350mm、1600mm。</span></span><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;"><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;"><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;"><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;"><strong style="color: blue;">。。。。</strong><span style="color: green;"><strong style="color: blue;"><span style="color: green;">篇幅过长，共460页，以下略</span></strong></span><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;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: 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style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><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;"><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></span></a><span style="color: green;"><span style="color: green;"><strong style="color: blue;">资料</strong></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></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: 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<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: 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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 style="color: green;">13</span><a style="color: red;">模板与脚手架施工图集260页</a><span style="color: green;">12</span><a style="color: red;">名企高架支模工程专项施工方案（盘扣）2022年word350页</a><span style="color: green;">11</span><a style="color: red;">屋面花架梁模板支撑架工程2021word140页</a><span style="color: green;">10</span><a style="color: red;">名企高大模板架体专项施工方案2022年（包括花篮螺栓悬挑架、盘扣式、轮扣式）word460页</a><span style="color: green;">09</span><a style="color: red;">超危大模板及支撑体系专项施工方案（专家论证修改后）2022word320页</a><span style="color: green;">08</span><a style="color: red;">高支模施工方案（盘扣式）2021word120页</a><span style="color: green;">07</span><a style="color: red;">《盘扣支撑架+轮扣支模架》深化设计手册ppt</a><span style="color: green;">06</span><a style="color: red;">模板及支撑体系技术选型及经济测算指引2022版</a><span style="color: green;">05</span><a style="color: red;">《车库顶板回顶支撑架+塔吊、施工升降机基础》深化设计手册ppt</a><span style="color: green;">04</span><a style="color: red;">铝合金模板施工技术标准word40页</a><span style="color: green;">03</span><a style="color: red;">模板作业各岗位工种安全培训2022ppt50页</a><span style="color: green;">02</span><a style="color: red;">高大模板支撑体系（盘扣式，符合JGJ/T 231-2021）施工方案2022版word210页</a><span style="color: green;">01</span><a style="color: red;">超过一定规模的模板支撑工程专项施工方案2021word150页</a><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 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;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><strong style="color: blue;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><span style="color: green;"><strong style="color: blue;"><span style="color: green;"><strong style="color: blue;"><span 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<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;"><strong style="color: blue;"><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;"></strong></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><span style="color: green;">点击关注以下5个实用微信公众号</span>
<p style="font-size: 18px; line-height: 40px; text-align: left; margin-bottom: 30px;"><span style="color: green;">（来源：<span style="color: green;">网络</span>；版权归原作者所有，如有侵权请联系删除！）</span></p>
<h1 style="text-align: left; margin-bottom: 10px;"><span style="color: green;">发现右下角的“在看”了吗，戳我试试吧</span><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;"></h1>
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