![一种零弯矩盾构隧道](/CN/2017/1/100/images/201710501832.jpg)
基本信息:
- 专利标题: 一种零弯矩盾构隧道
- 专利标题(英):Zero-bending-moment shield tunnel
- 申请号:CN201710501832.5 申请日:2017-06-27
- 公开(公告)号:CN107083971A 公开(公告)日:2017-08-22
- 发明人: 黄大维 , 冯青松 , 罗锟 , 张斌 , 朱金贤 , 周印旺 , 兰彬 , 李欣旺
- 申请人: 华东交通大学
- 申请人地址: 江西省南昌市双港东大道808号
- 专利权人: 华东交通大学
- 当前专利权人: 华东交通大学
- 当前专利权人地址: 江西省南昌市双港东大道808号
- 代理机构: 上海申蒙商标专利代理有限公司
- 代理人: 黄明凯; 徐小蓉
- 主分类号: E21D9/14
- IPC分类号: E21D9/14 ; E21D11/08 ; E21D11/10
The invention discloses a zero-bending-moment shield tunnel. The cross section of the shield tunnel is in an egg shape with the upper portion smaller than the lower portion. The center horizontal diameter of the axis of the cross section of the shield tunnel is located in the center of the vertical diameter, the maximal horizontal diameter of the axis of the cross section of the shield tunnel is located below the center horizontal diameter, the interval between the maximal horizontal diameter and the center horizontal diameter is the eccentric distance delta, and the vertical diameter is larger than the maximal horizontal diameter. The zero-bending-moment shield tunnel has the advantages that compared with a traditional shield tunnel, the bending torque of the shield tunnel is reduced to the maximum under the condition of not increasing the construction cost basically, deformation of the cross section of the shield tunnel and expanding deformation of a pipe piece longitudinal seam joint are reduced, and therefore breakage and water seepage of the pipe piece longitudinal seam joint are avoided. In addition, compared with an existing shield tunnel pipe piece, the use quantity of rebars of the pipe piece can be reduced.
公开/授权文献:
- CN107083971B 一种零弯矩盾构隧道 公开/授权日:2023-03-21
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 |
--------E21D9/14 | .隧道或平硐的设计布置;其他类目不包括的隧道或平硐的结构特征,例如,洞口、隧道口的日光减弱 |