公开(公告)号：US5324139A

公开(公告)日：1994-06-28

申请号：US19246

申请日：1993-02-18

申请人： Harald Wagner ,  Alfred Schulter ,  Helmut Pfeil ,  Otto Schubert

发明人： Harald Wagner ,  Alfred Schulter ,  Helmut Pfeil ,  Otto Schubert

IPC分类号： E21D9/06 ,  E21D9/087 ,  E21D11/00 ,  E21D11/08 ,  E21D11/40 ,  E21D11/04

CPC分类号： E21D9/0607 ,  E21D9/0609

摘要： A new combination of means and method steps is used in a method of constructing long tunnels with a lining, wherein excavation is effected with a tunnel boring machine (1) with a yielding shield mantle (4), building is effected continuously under the protection of the shield tail in a modular construction with tubbing stones of a special form complementing each other to form tubbing rings (15) while, until a new equilibrium of the rock formation is reached, occurring deformation forces are absorbed by the shield tail (4) and the tubbing rings which are yieldingly constructed to a limited degree, an outer seal of the tubes is provided and the gap between the excavation (2) and the tunnel tubes is filled with a material (22) which may be yielding to a limited extent to absorb long-time deformation forces. A tunnel construction made by the method, special forms of tubbing stones and new embodiments of drive means for the tunnel are disclosed.

摘要翻译： 一种新的组合方法和方法步骤用于构建具有衬里的长隧道的方法，其中采用具有屈服盾构地幔（4）的隧道掘进机（1）进行挖掘，建筑物在 屏蔽尾巴采用模块化结构，具有互相补充的特殊形式的石块，以形成桶形环（15），同时在达到岩层的新平衡之前，发生的变形力被盾尾（4）吸收，并且 提供了在有限程度上有力地构造的管形环，管的外部密封件，并且挖掘（2）和隧道管之间的间隙填充有材料（22），材料可能在有限的程度上屈服于 吸收长时间的变形力。 公开了通过该方法制造的隧道结构，特殊形式的滚石和用于隧道的驱动装置的新实施例。