A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Indoor soil digging combined water flushing and vibrating forced landing deviation rectifying method
The invention provides an indoor soil digging combined water flushing and vibrating forced landing deviation rectifying method. The method comprises the steps that S1, a plurality of through holes areformed in a foundation bottom plate; S2, a plurality of limiting piles are arranged on a soil body below the foundation bottom plate through a part of the through holes; S3, foam plates are arrangedat the tops of the limiting piles; S4, the through holes provided with the limiting piles are sealed through packing; S5, soil digging is performed downwards in the through holes without the limitingpiles to form a manual soil digging area; S6, flushing and vibrating are performed in the manual soil digging area until the forced landing amount of a building reaches the required total forced landing amount to form a flushing and vibrating area; S7, the flushing and vibrating area and the manual soil digging area are backfilled; and S8, the through holes corresponding to the manual soil diggingarea are sealed through packing to restore the foundation bottom plate. According to the indoor soil digging combined water flushing and vibrating forced landing deviation rectifying method, large machines are not needed, the labor requirement is low, the construction efficiency is high, the problems of insufficient space and narrow working faces can be solved, and meanwhile the construction quality is guaranteed.
本发明提供一种室内掏土联合冲水振捣迫降纠偏方法，包括步骤：S1：在基础底板上开设多个通孔；S2：通过部分通孔向基础底板下方的土体设置复数个限位桩；S3：在限位桩的顶部设置泡沫板；S4：利用填料对设置有限位桩的通孔进行封孔；S5：自未设置限位桩的通孔向下陶土，形成人工掏土区域；S6：在人工掏土区域内冲水振捣直至建筑物的迫降量达到所需总迫降量形成一冲水振捣区域；S7：回填冲水振捣区域和人工掏土区域；S8：利用填料对与人工掏土区域对应的通孔封孔恢复基础底板。本发明的一种室内掏土联合冲水振捣迫降纠偏方法，无需大型机械，劳动力要求少，施工效率高，也可解决空间不足、工作面狭小的问题，同时施工质量有保障。
Indoor soil digging combined water flushing and vibrating forced landing deviation rectifying method
The invention provides an indoor soil digging combined water flushing and vibrating forced landing deviation rectifying method. The method comprises the steps that S1, a plurality of through holes areformed in a foundation bottom plate; S2, a plurality of limiting piles are arranged on a soil body below the foundation bottom plate through a part of the through holes; S3, foam plates are arrangedat the tops of the limiting piles; S4, the through holes provided with the limiting piles are sealed through packing; S5, soil digging is performed downwards in the through holes without the limitingpiles to form a manual soil digging area; S6, flushing and vibrating are performed in the manual soil digging area until the forced landing amount of a building reaches the required total forced landing amount to form a flushing and vibrating area; S7, the flushing and vibrating area and the manual soil digging area are backfilled; and S8, the through holes corresponding to the manual soil diggingarea are sealed through packing to restore the foundation bottom plate. According to the indoor soil digging combined water flushing and vibrating forced landing deviation rectifying method, large machines are not needed, the labor requirement is low, the construction efficiency is high, the problems of insufficient space and narrow working faces can be solved, and meanwhile the construction quality is guaranteed.
本发明提供一种室内掏土联合冲水振捣迫降纠偏方法，包括步骤：S1：在基础底板上开设多个通孔；S2：通过部分通孔向基础底板下方的土体设置复数个限位桩；S3：在限位桩的顶部设置泡沫板；S4：利用填料对设置有限位桩的通孔进行封孔；S5：自未设置限位桩的通孔向下陶土，形成人工掏土区域；S6：在人工掏土区域内冲水振捣直至建筑物的迫降量达到所需总迫降量形成一冲水振捣区域；S7：回填冲水振捣区域和人工掏土区域；S8：利用填料对与人工掏土区域对应的通孔封孔恢复基础底板。本发明的一种室内掏土联合冲水振捣迫降纠偏方法，无需大型机械，劳动力要求少，施工效率高，也可解决空间不足、工作面狭小的问题，同时施工质量有保障。
Indoor soil digging combined water flushing and vibrating forced landing deviation rectifying method
室内掏土联合冲水振捣迫降纠偏方法
ZHANG QINYU (author) / GUO JUNJIE (author) / GU GUORONG (author) / YANG YANZONG (author) / MA ZHENGXING (author) / WANG PENG (author)
2020-07-17
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Building combination loading forced landing deviation rectifying method
| European Patent Office | 2023
Forced landing deviation rectifying method for high-gradient seepage foundation
| European Patent Office | 2021
Forced landing deviation rectifying construction method for existing building structure
| European Patent Office | 2023
Displacement control device in forced landing deviation rectifying technology and control method
| European Patent Office | 2020