防护棚搭拆施工方案.pdfVIP

防护棚施工方案

目录

1、工程概况··································································2

2、范围···················································..··················2

职责·····································································2

3、..

4、弓1用标准和取值·······································..···············2

5、材质要求·············································..··················3

6、脚手架的搭设及拆除施工工艺··················..··················3

防护棚的安全管理······························..···•·····•·········4

7、•

8、防护棚检查与验收·································..··················5

9、防护棚的管理与使用维修························.············.······5

应急预案··..……····································

10、...6

11、防护棚的验算·············································.···.···.···7

防护棚施工方案

1、工程概况：

1.1．工程地理位置及参见单位

工程名称：海防路94＃地块康鑫家园1＃楼工程

工程地址：句容小区以东、海防路路以南、句容路以西、新丰路以北

建设单位：上海康定房地产有限公司

监理单位：上海建浩工程顾问有限公司

设计单位：上海静安规划建设设计院有限公司

施工单位：浙江宝业建设集团有限公司

地质勘察单位：上海岩土工程勘察设计研究院有限公司

1.2．工程概况表

序号分项名称1＃楼

1建筑面积（而）14399

2层次(F)、层高11/18层，一层4.Sm，其它层2.9m

3檐口高度(m)十八层53.8,59.8（炮楼）。十一层:33.5,38.5（炮楼）

4结构类型剪力墙

5一层楼面与自然地坪高差(mm)700

2、范围：本施工方案适用于本工程防护棚施工脚手架。

3、职责：项目部经理落实人员或班组进行搭设，操作人员必须持证上岗。项目

部专职安全员负责对操作人员的资格认定并负责分层搭设的验收，公司质安中心

负责抽检。

4、引用标准和取值：

3.1本工程设计编制依据：＜＜建筑施工扣件式钢管脚手架安全技术规范））QGJ130-2011)、

＜＜建筑地基基础设计规范）