![冲击钻限位成孔植入结合履带吊的钢栈桥施工方法及设施](/CN/2015/1/116/images/201510580119.jpg)
基本信息:
- 专利标题: 冲击钻限位成孔植入结合履带吊的钢栈桥施工方法及设施
- 专利标题(英):Steel trestle construction method and facility with percussion drill limiting pore-forming implantation and crawler crane combined
- 申请号:CN201510580119.5 申请日:2015-09-11
- 公开(公告)号:CN105133506A 公开(公告)日:2015-12-09
- 发明人: 陈文尹 , 石华峰 , 侯飞 , 张华东
- 申请人: 中铁四局集团有限公司
- 申请人地址: 安徽省合肥市望江东路96号
- 专利权人: 中铁四局集团有限公司
- 当前专利权人: 中铁四局集团有限公司
- 当前专利权人地址: 安徽省合肥市望江东路96号
- 代理机构: 安徽省合肥新安专利代理有限责任公司
- 代理人: 何梅生
- 主分类号: E01D21/06
- IPC分类号: E01D21/06 ; E02D5/38 ; E02D11/00 ; E02D27/52
The invention discloses a steel trestle construction method and facility with percussion drill limiting pore-forming implantation and a crawler crane combined. The construction method comprises the steps that construction is carried out from one end of a steel trestle to the other end of the steel trestle one by one so that the complete trestle can be constructed, and the next span of cantilever beret piece beam is formed on the previous span of steel trestle which has already been constructed; a limiting rack and a percussion drill are fixed to the next span of cantilever beret piece beam through double-buckling H-steel and deformed steel bar U-shaped clamps, and accordingly the plane position of the overhung limiting rack is located at the plane position of the next span of steel pipe piles of the steel trestle; a steel casing is placed in the limiting rack, and a hammer of the percussion drill hammers bedrock in the steel casing so that pile holes can be formed. According to the steel trestle construction method and facility, under the construction conditions of heavy flow of water and oblique river bed rock surfaces, there is no need for operators to drill a trestle pipe pile foundation by blasting through underwater operation, overwater equipment such as a ship does not need to enter the scene, the potential safety risks of operation by the operators and the ship under the condition of heavy flow of water are avoided, engineering cost is lowered, and construction safety is improved.
公开/授权文献:
- CN105133506B 冲击钻限位成孔植入结合履带吊的钢栈桥施工方法及设施 公开/授权日:2016-09-14
IPC结构图谱:
E | 固定建筑物 |
--E01 | 道路、铁路或桥梁的建筑 |
----E01D | 桥梁 |
------E01D19/00 | 桥梁结构建筑细部 |
--------E01D21/06 | .通过桥或桥节段的转化运动 |