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A method of constructing a natural descending basement using self weight of a building

机译:一种利用建筑物的自重构造自然下降地下室的方法

摘要

The present invention can easily construct and construct a basement layer where a soft layer is located on a specific site where a soft layer such as a muddy soil or a soft soil layer (mud) exists between the surface and the bedrock layer of the underground The present invention relates to a method for constructing a natural descent type underground building using a building certification, and more particularly, to a method for constructing a natural descending type underground building using a building certification, Is provided inside the inner surface layer of the ground layer to correspond to the pressure applied from the lateral direction, a hanging means such as a pulley is provided on the upper side of the support pile and a wire rope wound on the hanging means is provided with concrete curing As the concrete is installed and cured according to the design of the panel, the lower side structure of the underground layer Water is built up, and then the structure is kept horizontal by a horizontal holding device. While the horizontal structure of the structure is maintained, the upper part of the underground structure is exposed on the soft layer by the self-load of the constructed underground structure, , And a method of constructing a new method of constructing a new underground structure, which is connected to the exposed part of the underground structure, It is also possible to rescue buildings below the speed limit, while minimizing the construction expenses and the construction period, as well as being able to expect the effect of convenience in the construction work by the simplification of the construction process.
机译:本发明可以容易地构造和构造基底层,其中在地下的表面和基岩层之间存在诸如泥土或软土层(泥)之类的软层的特定部位上设有软层。天然下降式地下建筑物的建造方法技术领域本发明涉及一种利用建筑合格证的自然下降式地下建筑物的建造方法,特别是涉及一种利用建筑合格证的自然下降式地下建筑物的建造方法。为了对应于从横向施加的压力,在支撑桩的上侧设置诸如滑轮的悬挂装置,并且在悬挂装置上缠绕的钢丝绳进行混凝土固化。根据面板的设计,先建造地下层水的下侧结构,然后将其保持水平通过水平固定装置。在保持结构的水平结构的同时,地下结构的上部由于所构造的地下结构的自重而暴露在软层上,然后提出了一种构造新的地下结构的新方法,它连接到地下结构的裸露部分,还可以在限速以下抢救建筑物,同时最大程度地减少施工费用和工期,并能够通过以下方式获得施工便利的效果:简化施工过程。

著录项

  • 公开/公告号KR940004156A

    专利类型

  • 公开/公告日1994-03-14

    原文格式PDF

  • 申请/专利权人 이종석;

    申请/专利号KR19920014526

  • 发明设计人 이종석;

    申请日1992-08-12

  • 分类号E02D29/04;

  • 国家 KR

  • 入库时间 2022-08-22 04:38:04

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