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Construction method of model-building concrete between fender piles of subway station

A technology for subway stations and construction methods, applied in excavation, construction, infrastructure engineering, etc., can solve problems affecting the quality of waterproof layer laying, affecting the construction progress of the main body, and affecting the compactness of concrete, so as to achieve controllable appearance quality and reduce material Cost, reduce the effect of plastering process

Pending Publication Date: 2019-03-26
中铁一局集团厦门建设工程有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] 1) The shotcrete base surface needs to be leveled twice, which affects the construction progress of the main body;
[0005] 2) The leveling layer is easy to fall off and affects the laying quality of the waterproof layer;
[0006] 3) Affected by the compactness, the sprayed concrete with hanging nets has many holes and is prone to water seepage

Method used

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  • Construction method of model-building concrete between fender piles of subway station
  • Construction method of model-building concrete between fender piles of subway station
  • Construction method of model-building concrete between fender piles of subway station

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Embodiment Construction

[0032] The technical solution of the present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

[0033] refer to Figure 1-3 , the present embodiment provides a construction method for molding concrete between retaining piles of a subway station, comprising the following steps:

[0034] (1) Pretreatment is performed on the working surface of the retaining pile 1 . mainly includes:

[0035] 1) Excavation limit chiseling of enclosure pile 1;

[0036] The bored piles for the main enclosure of the station, due to hole reaming and eccentricity during the construction process, part of the enclosure pile 1 structure invaded the boundary of the molded concrete or the boundary of the main structure, resulting in the failure of smooth construction of the molded concrete and the inability of the steel mesh to be laid smoothly. Template could not be installed. Therefore, before constructing the molded concrete, the inner ...

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Abstract

The invention provides a construction method of model-building concrete between fender piles of a subway station. The construction method comprises the following steps that (1) the fender piles are pretreated; (2) reinforcing steel bars are implanted into the side, facing the model-building concrete, of the fender piles; (3) a first reinforcing mesh is laid on the side, facing the model-building concrete, of the fender piles; (4) a template is arranged on the side, facing the model-building concrete, of the fender piles; (5) a first layer of concrete is poured between the template and the first reinforcing mesh, a second layer of concrete is poured after the first layer of concrete is poured, after concrete pouring is completed, the concrete is covered and watered, and the number of timesof watering meets the requirement for keeping the concrete in the wet state. By the adoption of the construction method of the model-building concrete between the fender piles of the subway station, the waterproof effect and the water stopping effect of an initial supporting system can be improved, a waterproof base face mortar leveling technology is simplified, and the chip off-falling hidden danger of a leveling layer is eliminated.

Description

technical field [0001] The invention relates to a construction method for molded concrete between retaining piles of a subway station. Background technique [0002] Some subway sections adopt open cut (partial cover excavation) sequential construction during the construction stage, and the foundation pit support system adopts bored piles + rotary grouting piles + internal support system, and the original design between the piles in the pit uses strong shotcrete and steel mesh slices as the primary branch system. The primary support system is the first waterproof measure of the station waterproof system. [0003] The waterproof level of the station is designed to be Class I, water seepage is not allowed, and there is no wet stain on the surface of the structure. The surrounding structure of the foundation pit adopts bored cast-in-place piles + jet-sprayed piles water-stop curtain + internal support system. During excavation, precipitation in the pit is used, and sprayed con...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/04E02D15/02
CPCE02D15/02E02D17/04E02D2250/0007E02D2250/0023
Inventor 穆秋胜裴如鹏尚武孝徐建宁曾凡福吴松波
Owner 中铁一局集团厦门建设工程有限公司
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