![一种后浇带防渗施工方法](/CN/2017/1/183/images/201710919419.jpg)
基本信息:
- 专利标题: 一种后浇带防渗施工方法
- 专利标题(英):Post-cast strip anti-seepage construction method
- 申请号:CN201710919419.0 申请日:2017-09-30
- 公开(公告)号:CN107724436A 公开(公告)日:2018-02-23
- 发明人: 刘杨 , 周杰 , 邵培元 , 张慧杰 , 段科 , 姚霞光 , 王维 , 候光盟 , 侯光华 , 刘明敬 , 李少雄 , 何光辉 , 陈雅 , 王兴发 , 刘涛
- 申请人: 深圳市建工集团股份有限公司
- 申请人地址: 广东省深圳市福田区新沙路国都高尔夫花园二期三楼
- 专利权人: 深圳市建工集团股份有限公司
- 当前专利权人: 深圳市建工集团股份有限公司
- 当前专利权人地址: 广东省深圳市福田区新沙路国都高尔夫花园二期三楼
- 代理机构: 广州嘉权专利商标事务所有限公司
- 代理人: 唐致明
- 主分类号: E02D29/16
- IPC分类号: E02D29/16 ; E02D31/02
The invention discloses a post-cast strip anti-seepage construction method, a reinforced concrete reinforcing layer is additionally arranged at the bottom of a bottom plate post-cast strip, a water collecting pit is formed in the bottom of the bottom plate post-cast strip, an underground water pressure release pipe is pre-buried at the bottom of the post-cast strip, and the bottom plate post-caststrip construction joint is obliquely arranged. A special-shaped water-stopping steel plate is arranged, and hidden construction is carried out on the post-cast strip concrete of the bottom plate in asegmented mode. The reinforced concrete reinforcing layer is arranged, so that the pressure resistance of the bottom of the bottom plate post-cast strip is enhanced, the double-layer protection withthe post-cast strip cushion layer is formed, and the leakage risk of the post-cast strip is reduced. The water collecting pit and the pressure release pipe are arranged, so that the accumulated watercan be quickly drained out when the post-cast strip is hidden. The pressure relief pipe can release the underground water pressure in advance to prevent the bottom of the post-cast strip from being damaged. The special-shaped water-stopping steel plate is arranged, so that concrete at the construction joint is subjected to 100% scabbling and the leakage risk of the construction joint is reduced. Through adopting of the construction scheme of the bottom plate post-cast strip concrete sequence hiding in a segmented mode, the risk of transverse cracks due to too long one-time pouring of concreteis effectively avoided.
公开/授权文献:
- CN107724436B 一种后浇带防渗施工方法 公开/授权日:2020-03-13
IPC结构图谱:
E | 固定建筑物 |
--E02 | 水利工程;基础;疏浚 |
----E02D | 基础;挖方;填方;地下或水下结构物 |
------E02D29/00 | 地下或水下结构物;挡土墙 |
--------E02D29/16 | .基础结构接缝的布置或结构 |