
基本信息:
- 专利标题: 防止宽大异形基坑格构柱群被撞击造成支撑体系失稳方法
- 专利标题(英):Method for preventing latticed column groups of wide special-shaped foundation pits from being impacted and causing instability of supporting systems
- 申请号:CN201610520683.2 申请日:2016-07-05
- 公开(公告)号:CN105970974A 公开(公告)日:2016-09-28
- 发明人: 郭小龙 , 彭再勇 , 李志军 , 王东伟 , 戴新 , 邓彪 , 王秋林 , 赵宝锋 , 邵阳 , 邓小新 , 高昆 , 崔海龙 , 邳仲强 , 蔡肖 , 彭炎锋 , 叶亮 , 李成娇 , 吴孔勇 , 陈强 , 罗苍宁
- 申请人: 中铁隧道集团二处有限公司
- 申请人地址: 河北省廊坊市三河市燕郊开发区学院路
- 专利权人: 中铁隧道集团二处有限公司
- 当前专利权人: 中铁隧道集团二处有限公司
- 当前专利权人地址: 河北省廊坊市三河市燕郊开发区学院路
- 代理机构: 南昌市平凡知识产权代理事务所
- 代理人: 夏材祥
- 主分类号: E02D17/04
- IPC分类号: E02D17/04
The invention discloses a method for preventing latticed column groups of wide special-shaped foundation pits from being impacted and causing instability of supporting systems. In the excavation process of the wide foundation pits, a reflection strip adheres to each steel latticed column connection plate 5 in the circumferential direction for realizing the warning effect; when the wide foundation pits are excavated to 1/2H depth of latticed columns, angle iron trays are welded to the steel latticed column connection steel plates distributed in a triangle mode, the lower edges of the angle iron trays are flush with the lower edges of the steel latticed column connection steel plates, peripheral welding is carried out on the angle iron trays and the steel latticed column connection steel plates, and the angle iron trays support H-shaped steel; after the angle iron trays are welded firmly, H-shaped steel 2 with the same length is erected according to the length between adjacent steel latticed column angle iron and the angle iron trays and is erected on the angle iron trays, bottom flange plates of the H-shaped steel and the angle iron trays are welded fully and firmly, web plates and top flange plates of the H-shaped steel and the steel latticed column connection steel plates are welded fully and firmly, and anti-collision H-shaped steel is sequentially constructed between adjacent steel latticed columns according to the method.
公开/授权文献:
- CN105970974B 防止宽大异形基坑格构柱群被撞击造成支撑体系失稳方法 公开/授权日:2017-11-28
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 |
------E02D17/00 | 挖方;挖方边缘的修砌;填方 |
--------E02D17/02 | .基础坑 |
----------E02D17/04 | ..基础坑边缘的修砌或加固 |