首页> 外国专利> Large-scale underground structure and the construction construction method

Large-scale underground structure and the construction construction method

机译:大型地下结构及其施工施工方法

摘要

PURPOSE:To improve watertightness and enable back-filling injection by forming a ring-like continuous wall out of a plurality of tunnels of small diameter built at intervals and a plurality of connecting structures built at the interval parts so as to build an underground structure. CONSTITUTION:Shafts 10 are constructed at both ends of a construction section, a shield machine 11 is carried in, drilling is begun at a plurality of positions of an underground space, and tunnels 5 of small diameter are built by lining steel segments or composite segments 12. Next, the ground is solidified by injecting chemical or driving lock bolts from the inside of the small diameter tunnels, the opposing segments 12 of the adjoining small diameter tunnels 5 are opened, and the natural ground between the respective small diameter tunnels is drilled so as to communicate to each other. Next a connecting wall 7 is welded to the steel segments 12 of the small diameter tunnels 5, reinforcement 8 is arranged inside the connecting wall 7 from the small diameter tunnels 5, thereafter concrete is filled so as to build a connecting structure 6, and hence a continuous wall 4 is ring-likely formed. Natural groung inside the continuous wall 4 is drilled so as to form an underground space.
机译:目的:通过在间隔开的多个小直径隧道和在间隔开的部分建造的多个连接结构中形成环形连续壁,以提高水密性并实现回填注入,以建造地下结构。构成:在施工工段的两端建造竖井10,携带盾构机11,在地下空间的多个位置开始钻探,并通过衬砌钢段或复合段建造小直径的隧道5 12.接着,通过从小直径隧道的内部注入化学物质或驱动锁紧螺栓来固化地面,打开相邻的小直径隧道5的相对部分12,并钻出各个小直径隧道之间的自然地面。以便彼此交流。接下来,将连接壁7焊接到小直径隧道5的钢段12上,在小直径隧道5的连接壁7内部布置加强件8,然后填充混凝土以建立连接结构6,因此环形地形成连续壁4。在连续壁4内钻出自然的沟纹以形成地下空间。

著录项

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号