建筑基坑支护工程施工技术规程

《建筑基坑支护工程施工技术规程》由会员上传分享，免费在线阅读，更多相关内容在教育资源-天天文库。

1、北京建工集团企业标准编号：Q/BCEG213-2006备案号：JQB-089-2006建筑基坑支护工程施工技术规程20（］场年05月22日发布91:r1li年;Iris月01日实施恻北京建工集团有限责任公司目次456总则·⋯⋯457术语、符号457术语4582.2符号4603基本规定4603.1设计原则····················································································⋯⋯4613.2勘察要求·············

2、·······································································⋯⋯4623.3支护结构选型·······················································．．．．．．．．．．．．．．．．．．．．．．．⋯⋯4633.4质量检测····················································································⋯⋯

3、4633.5基坑开挖····················································································⋯⋯4633.6开挖监控····················································································⋯⋯4654排桩、地下连续墙·························································

4、···········⋯⋯”‘””4654.1一般规定····················································································⋯⋯4654.2构造技术要求·············································⋯⋯”‘··⋯””’．”“””””””‘’‘464.3排桩支护工程·················································．．···．．．．

5、．·．．．．．．．．．．．．．．．．．．⋯⋯4694.4地下连续墙················································································⋯⋯4734.5施工检测····················································································⋯⋯475水泥土墙475.1一般规定··································

6、··················································⋯⋯475.2构造技术要求·····················································⋯⋯””“二“’‘’“””””’‘475.3施工与检测·················································································⋯⋯4766锚杆476一般规定4766.2土层锚杆487土钉墙48一般规定

7、·””””””””’487.2基本要求⋯””’‘’．’‘””‘4857.3工程调查与岩土工程勘察4867.4设计·········⋯⋯’‘”．‘”‘4897.57．6施工··········⋯⋯”二”’‘492土钉现场测试······⋯⋯”4937．8施工监测············⋯⋯49施工质量检查与工程验收458逆作拱墙·······················································································⋯⋯4958.1拱墙

8、计算····················································································⋯⋯4958.2构造·············································································