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A groundwater control method in the construction phase of pba underground excavation subway station

A technology for subway stations and construction phases, applied to artificial islands, water conservancy projects, underwater structures, etc., can solve the problems of water resource saving steel pipe pile connection positioning difficulty, poor reliability, and large surrounding environment

Active Publication Date: 2022-05-06
BEIJING NO 4 MUNICIPAL CONSTR ENG +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] The technical problem to be solved by the present invention is that the existing method of groundwater control in the construction stage of PBA underground excavation subway station is very harmful to the surrounding environment, is not conducive to saving water resources, and the connection and positioning of steel pipe piles during construction is difficult and poor in reliability.

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  • A groundwater control method in the construction phase of pba underground excavation subway station
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  • A groundwater control method in the construction phase of pba underground excavation subway station

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Embodiment Construction

[0044] The present invention will be further described below in conjunction with drawings and embodiments.

[0045] A groundwater control method in the construction phase of a PBA underground excavation subway station, including the construction steps of the steel pipe pile water-stop curtain are as follows:

[0046] Step 1, prefabricating the first steel pipe pile 1 and the second steel pipe pile 2;

[0047] Step 2, welding the first connecting part 3 on the first steel pipe pile 1, and welding the second connecting part 4 on the second steel pipe pile 2; figure 1 As shown, the first connecting portion 3 includes a concave portion arranged along the entire length of the first steel pipe pile 1; the second connecting portion 4 includes a convex portion arranged along the entire length of the second steel pipe pile 2;

[0048] Step 3: After the drilling is completed, insert and install the first steel pipe pile 1, then lift the second steel pipe pile 2 vertically, and insert the...

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Abstract

The invention discloses a method for controlling groundwater in the construction phase of a PBA underground excavation subway station. The construction steps of the steel pipe pile water-stop curtain are as follows: step 1, prefabricating the first steel pipe pile (1) and the second steel pipe pile (2) ); Step 2, welding the first connecting portion (3) on the first steel pipe pile (1), and welding the second connecting portion (4) on the second steel pipe pile (2); Step 3, punching holes After completion, insert and install the first steel pipe pile (1), then lift the second steel pipe pile (2) vertically, insert the convex part of the second connecting part (4) into the concave part of the first connecting part (3) , the second steel pipe pile (2) slowly descends under the guidance of the slow-down member (5) until it is in place, and is limited by the limiter (6). The method has little impact on the surrounding environment, can save water resources, is easy to connect and locate between steel pipe piles during construction, has a reliable structure, and has a good water blocking effect.

Description

technical field [0001] The invention belongs to the field of underground engineering construction, in particular to a groundwater control method in the construction stage of a PBA underground excavation subway station. Background technique [0002] The PBA construction method, also known as the hole pile method, belongs to a kind of shallow buried underground excavation method. In the PBA construction method, the structural stress system is mainly formed by piles, beams and arches, which bear the construction load. Excavation under the structural system formed by piles, beams and arches ensures the safety of the excavation process of the main body. This method is mainly divided into small pilot tunnel excavation, beam-column system construction, buckle arch construction and structural main body forming. This construction method combines the cover excavation method and distributed excavation method organically, and has the advantages of high construction safety and good surf...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D19/18E02D5/28E02D5/52E02D29/045
CPCE02D19/18E02D5/28E02D5/52E02D29/04E02D29/045E02D2300/0029
Inventor 史磊磊彭明玉郑仔弟刘海健乔国刚黄民姜培培戴建伟
Owner BEIJING NO 4 MUNICIPAL CONSTR ENG
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