
基本信息:
- 专利标题: 一种用于膨胀岩土地区的盾构隧道管片的弹性纵缝装置
- 专利标题(英):Elastic longitudinal joint device used for shield tunnel segments in swelling soil areas
- 申请号:CN201010232585.1 申请日:2010-07-21
- 公开(公告)号:CN101899984B 公开(公告)日:2012-06-13
- 发明人: 何川 , 方勇 , 汪波 , 王士民 , 高云龙 , 张永冠 , 谭准
- 申请人: 西南交通大学
- 申请人地址: 四川省成都市二环路北一段111号
- 专利权人: 西南交通大学
- 当前专利权人: 西南交通大学
- 当前专利权人地址: 四川省成都市二环路北一段111号
- 代理机构: 成都博通专利事务所
- 代理人: 陈树明
- 主分类号: E21D11/38
- IPC分类号: E21D11/38
The invention discloses an elastic longitudinal joint device used for shield tunnel segments in swelling soil areas. The longitudinal joint walls of the segments are provided with rubber belts covering all the longitudinal joint walls; the rubber belt at a sealing groove is positioned between a sealing groove wall and a sealing gasket; the thickness P of the rubber belt is determined by a formulashown in the description; and in the formula, P' is the thickness of the rubber belt compressed under the action of the axial force of a lining structure and is 3 to 8 mm; E2 is the elastic modulus of the rubber belt; N is the axial force acted on the lining structure; and A is the action area of the axial force, and A=bh, wherein b is the length of the longitudinal joint of each segment, and h is the thickness of the segment. The device can greatly reduce the equivalent stiffness of a lining so as to reduce the swelling force acted on the lining and guarantee the safety and reliability of shield tunnel structures built in the swelling soil areas; meanwhile, the device reduces the internal stress of the lining structure, effectively reduces the reinforcement of the lining, and has high waterproof property.
公开/授权文献:
- CN101899984A 一种用于膨胀岩土地区的盾构隧道管片的弹性纵缝装置 公开/授权日:2010-12-01
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 |
------E21D11/00 | 隧道、平硐或其他地下洞室,例如,地下大型硐室的衬砌;其衬砌物;现场制衬砌物,例如,通过组装 |
--------E21D11/38 | .防水(一般防水入E02D31/00);隔热;隔音;电绝缘 |