
基本信息:
- 专利标题: 一种适用于陆地上的哑铃型承台的施工方法
- 专利标题(英):Construction method for dumbbell bearing platform on land
- 申请号:CN201811026009.4 申请日:2018-09-04
- 公开(公告)号:CN109137960A 公开(公告)日:2019-01-04
- 发明人: 赵小静 , 宋小三 , 张家伦 , 冯广胜 , 刘亦奇 , 马晓东 , 王艳峰 , 张睿智 , 王英博 , 马立鑫
- 申请人: 中铁大桥局集团有限公司
- 申请人地址: 湖北省武汉市汉阳区汉阳大道38号
- 专利权人: 中铁大桥局集团有限公司
- 当前专利权人: 中铁大桥局集团有限公司
- 当前专利权人地址: 湖北省武汉市汉阳区汉阳大道38号
- 代理机构: 武汉智权专利代理事务所
- 代理人: 余浩
- 主分类号: E02D27/14
- IPC分类号: E02D27/14
The invention discloses a construction method for a dumbbell bearing platform on a land. The construction method comprises the following steps: a first drilling pile and a second drilling pile are constructed in a first bearing platform area and a second bearing platform area; after construction of the first drilling pile, a first outer side cofferdam is inserted in the outer side of the first bearing platform area; a temporary cofferdam is inserted in a center straining beam area, and is commanded to gather with the first outer side cofferdam; a foundation pit is excavated in the first bearing platform area; after construction of the second drilling pile, a second outer side cofferdam is inserted in the outer side of the second bearing platform area, and is commanded to gather with the temporary cofferdam; a foundation pit is excavated in the second bearing platform area; after excavation of the foundation pits in the first bearing platform area and the second bearing platform area, afoundation pit is excavated in the center straining beam area; and bearing platforms are constructed in the first bearing platform area, the second bearing platform area and the center training beamarea. The construction method can prevent the constraint on the bearing platform construction by the drilling pile construction progress, and effectively shortens the foundation pit excavation period.