Foundation pit enclosure structure capable of realizing supporting while excavating and foundation pit excavating method

A foundation pit enclosure and foundation pit technology, which is applied in infrastructure engineering, excavation, construction, etc., can solve the problems of high construction risk, high cost, adjustment of the enclosure structure, etc. low impact effect

Inactive Publication Date: 2013-06-12
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The enclosure structure cannot be adjusted according to the excavation reveal
Economy and reliability cannot be balanced
In addition, the traditional enclosure structure also has the following problems: 1. The depth of the enclosure structure is much greater than the excavation depth of the foundation pit
2. The mud required for opening the enclosure structure and forming the trench wall will easily cause environmental pollution
3. The opening of the enclosure structure and the mechanical construction of the trough generate a lot of noise
4. The construction risk is high, and there are potential safety hazards in the hoisting of steel cages
5. High cost
[0004] The problems referred to above have not been effectively solved for a long time in the technical field

Method used

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  • Foundation pit enclosure structure capable of realizing supporting while excavating and foundation pit excavating method
  • Foundation pit enclosure structure capable of realizing supporting while excavating and foundation pit excavating method
  • Foundation pit enclosure structure capable of realizing supporting while excavating and foundation pit excavating method

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Embodiment Construction

[0018] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0019] refer to figure 1 and figure 2 , The foundation pit enclosure structure of the present invention is characterized in that it includes: advance support 10, which is applied in the rock and soil outside the excavation line of the foundation pit to form a pre-reinforced rock and soil mass; initial support 20. The full ring is applied on the upright excavation surface of the foundation pit to form a closed rock face body; the support system includes vertical steel purlins 30 arranged at vertical intervals on the outer wall of the relatively closed rock face, and fixed on the corresponding vertical The steel transverse braces 41 between the steel purlins 30 and the steel diagonal braces 42 are fixedly arranged on the two adjacent outer walls of the closed rock face body.

[0020] The advance support 10 may adopt advance support structures such as a...

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Abstract

The invention relates to a foundation pit enclosure structure capable of realizing supporting while excavating and a foundation pit excavating method. The geological condition is shown in a targeted way according to the excavation, corresponding supporting parameters are adopted, the supporting reliability is improved, the measures of the enclosure structure are more reasonable, and the construction cost is effectively reduced. The foundation pit enclosure structure comprises an advance support (10), a primary support (20) and a supporting system, wherein the advance support (10) is exerted on a pre-reinforcement rock soil body formed in the rock soil at the outer side of a foundation pit excavation line, the primary support (20) is fully and annularly exerted on the vertical excavation surface of a foundation pit, a sealed rock surface body is formed, the supporting system comprises vertical steel enclosing purlins (30), steel transverse supporters (41) and steel inclined supporters (42), the vertical steel enclosing purlins (30) are arranged at intervals on the outer wall of the relatively sealed rock surface body, the steel transverse supporters (41) are fixedly arranged among the corresponding vertical steel enclosing purlins (30), and the steel inclined supporters (42) are fixedly arranged on two adjacent outer walls of the sealed rock surface body.

Description

technical field [0001] The invention relates to a foundation pit enclosure structure in civil engineering, in particular to a foundation pit enclosure structure and a foundation pit excavation method that can be dug and protected. Background technique [0002] The foundation pit enclosure structure mainly bears the water pressure and earth pressure generated by the excavation and unloading of the foundation pit, and transfers this pressure to the support. It is a temporary retaining wall structure for stabilizing the foundation pit. [0003] The traditional foundation pit enclosure structure is applied before the foundation pit excavation, and it is formed once. After the enclosure structure reaches the design strength, the foundation pit excavation is carried out, and the soil around the foundation pit is not pre-reinforced. The enclosure structure cannot be adjusted according to the excavation reveal. Economy and reliability cannot be balanced. In addition, the tradition...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/02E02D17/04
Inventor 高杨杨雄袁伟赵万强胖涛熊祥雪何昌国谭永杰陶伟明匡亮陈赤坤方钱宝李晓园孙正兵琚国全王建磊
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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