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Karst treatment and track grouting construction method

A technology for tracking grouting and construction methods, used in artificial islands, water conservancy projects, infrastructure projects, etc., can solve the problem of cave expansion, long processing time for pilot holes and pre-buried sleeve valve pipes, and the inability of drilling rigs to work. problems such as compacting the soil layer, to achieve the effect of saving processing time and reducing the further expansion of karst caves

Pending Publication Date: 2019-04-23
广州市天作建筑规划设计有限公司
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AI Technical Summary

Problems solved by technology

[0007] However, after grouting after the karst cave is formed, the requirements for the operating level of the operators are relatively high, and the quality requirements of the construction team are too high. The mechanical vibration during work is easy to aggravate the further expansion of the cave and cause dangerous accidents. At the same time, the processing time of the lead hole and the pre-embedded sleeve valve pipe in the later stage takes a long time

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  • Karst treatment and track grouting construction method

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Embodiment Construction

[0045] The present invention will be described in further detail below in conjunction with the accompanying drawings.

[0046] refer to figure 1 and figure 2, is a kind of karst cave treatment and tracking grouting construction method disclosed by the present invention, comprising the following steps:

[0047] 1) Setting-out positioning: the pile foundation cap 1 is a rectangular parallelepiped, and the two nearest coordinate points between the pile foundation cap 1 and the continuous wall 2 are measured by a total station, and measured by a pull wire and a tape measure , at the distance between the two coordinate points of the house pile foundation cap 11m, and the position of the diaphragm wall 21.5m, the drilling hole positions are determined. The hole positions are marked with the pile foundation cap 1 of the enclosure, and the distance between adjacent drill holes is 1m;

[0048] 2) Drilling with drilling rig: make the bottom of the drilling rig smooth and stable, use...

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Abstract

The invention relates to the technical field of karst treatment, and aims to provide a karst treatment and track grouting construction method. The karst treatment and track grouting construction method provided by the invention is characterized by comprising the following steps of 1) despooling for positioning: measuring two coordinate points with the closest distance between a cuboid-shaped housepile foundation bearing platform and a continuous wall, setting drill hole positions between the two coordinate points, enabling the hole positions to be arranged in the circumferential direction ofthe house pile foundation bearing platform at intervals, and marking the hole positions; 2) using a drilling machine for drilling holes; 3) replacing sleeve shell materials; 4) pre-embedding a sleevevalve tube; 5) sealing the drill holes; 6) feeding core tubes; 7) tracking: closely monitoring continuous wall deformation, a subway station circuit, house pile foundation bearing platform settling and the like, and guiding grouting according to a monitoring result; and 8) grouting, wherein through pre-embedding the sleeve valve tube and tracking grouting, the treatment time for guiding holes andpre-embedding the sleeve valve tube is saved at a later period, and the occurrence of a phenomenon that a karst cave is further enlarged due to insufficient competency of a construction team is reduced. The karst treatment and track grouting construction method provided by the invention is applicable to the protection of the subway station circuit and the house pile foundation bearing platform.

Description

technical field [0001] The invention relates to the technical field of karst cave treatment, more specifically, it relates to a karst cave treatment and tracking grouting construction method. Background technique [0002] Karst cave is a relatively common geological phenomenon. When it develops seriously, it can cause geological disasters such as large-scale ground subsidence, and bring serious safety hazards to engineering construction and underground space development. It is one of the restrictive factors for urban development. [0003] Geological structure, landform, soil layer, hydrogeology, and karst development are the decisive factors for the formation of karst caves, among which the main controlling factors are soil composition, genetic type, mineral composition, lithology, structure and its physical, mechanical and hydraulic properties, state, thickness etc. [0004] The foundation pit is an earth pit excavated at the foundation design position according to the bas...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D27/14E02D33/00E02D29/02E02D15/00
CPCE02D15/00E02D27/14E02D29/02E02D33/00
Inventor 金雪峰
Owner 广州市天作建筑规划设计有限公司
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