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Construction method of karst cave pile foundation

A construction method and karst cave technology, which is applied in the direction of earthwork drilling, filling, safety devices, etc., can solve the problems of grouting of poured concrete, difficulty in implementation, and secondary hole collapse, so as to speed up the construction progress, improve the effect, and expand the scope Effect

Pending Publication Date: 2021-08-17
CHINA MCC5 GROUP CORP
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Once the pile foundation construction is carried out, it is easy to cause disturbance and damage to the geological environment, and it is easy to cause hazards such as hole collapse and even ground collapse.
For the treatment of karst caves, the method of backfilling clay and flakes to build walls is generally used to seal the karst caves. Although it has a certain effect, the backfilled karst cave soil cannot guarantee its impermeability and compressive strength, and it is easy to cause secondary collapse. hole or grouting of poured concrete; the method of follow-up with full casing is too costly and difficult to implement; these are undesirable for those skilled in the art

Method used

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  • Construction method of karst cave pile foundation
  • Construction method of karst cave pile foundation
  • Construction method of karst cave pile foundation

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Embodiment Construction

[0029] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0030] Such as Figure 1~3 As shown, the invention discloses a construction method of karst cave pile foundation, which can be applied to half-filled small and medium-sized karst caves (below 3m in height) and fully-filled karst caves (full-filled karst caves are not limited by the size of karst cave 2); specifically , the method includes the following steps:

[0031] Step S1: measure and set out to determine the pile position; specifically, use GPS to releas...

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Abstract

The invention relates to the technical field of bridge engineering, in particular to a construction method of a karst cave pile foundation. The construction method comprises the steps that after a mixture containing clay and rubbles is backfilled into a pile hole and is extruded and compacted, double-liquid slurry is injected into a karst cave, so that the defects that setting time of single-liquid cement slurry is long and is difficult to control, stone rate is low under flowing water condition and the like are overcome; cement grouting effect is improved, cement grouting range is expanded, a soil body can be rapidly split and solidified by combining thrown and filled clay and rubbles, and rapid leaking stoppage effect can also be achieved in a stratum with large underground water flow speed. The construction method is high in efficiency, good in effect and low in cost, the construction progress is accelerated, and the karst cave can be safely, efficiently and economically treated.

Description

technical field [0001] The invention relates to the technical field of bridge engineering, in particular to a construction method for karst cave pile foundations. Background technique [0002] When the pile foundation construction is in the karst area, after long-term geological action and the dissolution of groundwater, the bearing layer of the pile foundation rock and the soil around the pile develop different scales of karst caves, troughs, and eroded fissures. Once the pile foundation construction is carried out, it is easy to cause disturbance and damage to the geological environment, and it is easy to cause hazards such as hole collapse and even ground subsidence. For the treatment of karst caves, the method of backfilling clay and flakes to build walls is generally used to seal the karst caves. Although it has a certain effect, the backfilled karst cave soil cannot guarantee its impermeability and compressive strength, and it is easy to cause secondary collapse. Hole...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21F15/00E21F17/00E21B33/138
CPCE21B33/138E21F15/00E21F15/005E21F17/00
Inventor 刘俊宇周世桥张永军
Owner CHINA MCC5 GROUP CORP
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