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METHOD OF UNDERGROUND STRUCTURE ERECTION IN URBAN BUILT-UP AREA

机译:城市建设区地下结构的施工方法

摘要

FIELD: building, particularly underground structures.;SUBSTANCE: method involves arranging geotechnical barrier in ground between foundation of existent building and underground structure to be bui embedding thereof for design depth; building walls and bottom of underground structure. Geotechnical barrier is formed by making crack extending for a design barrier embedding depth on the path of ground deflected mode change wave propagation. Then flat pneumatic chamber is installed in the crack and compressed air is pumped in pneumatic chamber to obtain pressure corresponding to initial ground deflected mode. If ground deflected mode changes during structure erection compressed air is repeatedly pumped in pneumatic chamber to recover initial pressure. After structure erection completion hardening mortar is fed into pneumatic chamber.;EFFECT: prevention of ground deflected mode change under building foundation during underground structure erection.;2 dwg
机译:领域:方法涉及在现有建筑物的基础和要建造的地下结构之间的地面中布置岩土屏障;嵌入以达到设计深度;建筑墙壁和地下结构的底部。土工屏障是通过使裂纹扩展到设计屏障的嵌入深度而在地面偏转模式变化波传播的路径上形成的。然后将平坦的气室安装在裂缝中,并将压缩空气泵入气室以获得与初始地面偏转模式相对应的压力。如果在结构安装过程中地面偏转模式发生变化,则将压缩空气反复泵入气动室以恢复初始压力。架设完成后,将硬化砂浆送入气室。效果:防止地下架设过程中建筑物基础下的地面偏转模式变化。2dwg

著录项

  • 公开/公告号RU2245428C2

    专利类型

  • 公开/公告日2005-01-27

    原文格式PDF

  • 申请/专利权人

    申请/专利号RU20020121806

  • 申请日2002-08-15

  • 分类号E02D31/08;E02D31/10;

  • 国家 RU

  • 入库时间 2022-08-21 22:02:13

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