![一种隧道施工洞内更换自动测量系统棱镜位置的方法](/CN/2014/1/42/images/201410210727.jpg)
基本信息:
- 专利标题: 一种隧道施工洞内更换自动测量系统棱镜位置的方法
- 专利标题(英):Method for changing positions of automatic measuring system prisms in tunnel construction hole
- 申请号:CN201410210727.2 申请日:2014-05-19
- 公开(公告)号:CN104213925A 公开(公告)日:2014-12-17
- 发明人: 陆跃 , 邓能伟 , 鲍俊捷 , 顾文文 , 张乾 , 张强 , 刘宏 , 姜瑞 , 张恒 , 吴院生
- 申请人: 中铁四局集团有限公司
- 申请人地址: 安徽省合肥市包河区望江东路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: 安徽省合肥市包河区望江东路96号
- 代理机构: 南昌新天下专利商标代理有限公司
- 代理人: 施秀瑾
- 主分类号: E21D9/093
- IPC分类号: E21D9/093 ; E21F17/00
The invention provides a method for changing positions of automatic measuring system prisms in a tunnel construction hole. The method comprises the following steps that an automatic measuring system comprises a necessarily measured prism 3#, an optionally measured prism 1# and an optionally measured prism 2#; the position change of the prism 3# in the automatic measuring system refers to the rightward change on a left turning curve and the leftward change on a right turning curve; before a shield machine reaches a curve section, the preparation work for changing the position of the prism 3#, including the new position selection and the new support frame manufacturing is made; before the machine halt of the shield machine, a machine body of the shield machine during the machine halt is enabled to be in a linear state; a measuring system is used for measuring the posture of the shield machine in three times, and artificial records are made; the prism 3# is moved to a new position, the relative relationship between the prism 3# and the shield machine is calculated again according to the operation mode of the shield machine before the initial starting, and change is carried out; the posture of the shield machine is measured again; when the comparison result with the former record is smaller than 2mm, the completion of the current prism change is confirmed; when the comparison result is greater than 2mm, the initial starting errors in each step are checked, or the prism 3# is recovered to the original position, and the steps are repeated. The problems that the automatic measuring system in the tunnel construction hole requires station change every day, and the work efficiency is low are solved, and the characteristic of high construction efficiency is realized.
IPC结构图谱:
E | 固定建筑物 |
--E21 | 土层或岩石的钻进;采矿 |
----E21D | 竖井;隧道;平硐;地下室 |
------E21D9/00 | 衬砌或不衬砌的隧道或平硐;其掘进的方法或设备;隧道、平硐的设计布置 |
--------E21D9/06 | .通过使用掘进护板 |
----------E21D9/093 | ..驱动盾构的控制 |