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LARGE SCALE UNDERGROUND SPACE CONSTRUCTION METHOD

机译:大型地下空间施工方法

摘要

PURPOSE:To reduce the term of works, to save the cost, and to improve the safety, by constructing two oblique underground continuous walls up to the depth to reach a water shield layer, and then excavating the ground between the two underground continuous walls, one basement by one basement in order. CONSTITUTION:Two oblique underground continuous walls 1 and 1 which cross on the ground surface GL are constructed up to the depth to reach a water shield layer 2. In this case, when there is no water shield layer 2 at the desired depth, a water shield layer 2 formed artificially by a medical fluid pouring process. Then, the ground between the two oblique underground continuous walls 1 and 1 is excavated as the amount responding to the first basement, and the first basement floor 3 is processed. Then, the ground under the first basement floor 3 is excavated as the amount responding the second basement to form the second basement floors 4 and the second basement oblique pillars 5. And after that, such a process is repeated to construct the underground trunk up to the water shield layer 2, and a large scale of underground spaces 10 and 10 are formed.
机译:目的:为了减少工期,节省成本,并提高安全性,方法是建造两层倾斜的地下连续墙,直至深度达到挡水层,然后在两层地下连续墙之间开挖地面,一层一层地下一层。构成:在地面GL上相交的两个倾斜的地下连续墙1和1的建造深度达到了水屏蔽层2。在这种情况下,当在所需深度没有水屏蔽层2时,水屏蔽层2是通过药液注入工艺人工形成的。然后,开挖两个倾斜的地下连续壁1和1之间的地面,作为对第一地下室的响应量,并对第一地下室地板3进行处理。然后,挖出第一地下室地板3下方的地面,作为与第二地下室相对应的量,以形成第二地下室地板4和第二地下室斜柱5。此后,重复此过程以构造地下主干直至隔水层2形成大面积的地下空间10和10。

著录项

  • 公开/公告号JPH0430100A

    专利类型

  • 公开/公告日1992-02-03

    原文格式PDF

  • 申请/专利权人 TAKENAKA KOMUTEN CO LTD;

    申请/专利号JP19900133570

  • 发明设计人 SATO EIJI;WATAI TOKIO;

    申请日1990-05-23

  • 分类号E02D29/045;E21D13/00;E21D13/02;

  • 国家 JP

  • 入库时间 2022-08-22 05:40:11

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