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Underground water control method for PBA underground excavation subway station construction stage

A technology for subway stations and construction stages, applied in artificial islands, water conservancy projects, underwater structures, etc., can solve problems such as poor reliability, large surrounding environment, and difficulty in connecting and positioning steel pipe piles to save water resources.

Active Publication Date: 2021-06-01
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.

Method used

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  • Underground water control method for PBA underground excavation subway station construction stage
  • Underground water control method for PBA underground excavation subway station construction stage
  • Underground water control method for PBA underground excavation subway station construction stage

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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 an underground water control method for a PBA underground excavation subway station construction stage. The underground water control method comprises the following construction steps of a steel pipe pile waterproof curtain: step 1, prefabricating a first steel pipe pile (1) and a second steel pipe pile (2); step 2, welding a first connecting part (3) on the first steel pipe pile (1), and welding a second connecting part (4) on the second steel pipe pile (2); and step 3, after punching is completed, inserting and installing the first steel pipe pile (1), then vertically hoisting the second steel pipe pile (2), inserting a convex part of the second connecting part (4) into a concave part of the first connecting part (3), and slowly descending the second steel pipe pile (2) under the guidance of a slow descending part (5) until the second steel pipe pile (2) is in place and is limited by a limiting part (6). The underground water control method has the advantages that the influence on the surrounding environment is small, water resources can be saved, the connection and positioning between the steel pipe piles are easy in construction, the structure is reliable, and the water blocking effect is good.

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 Applications(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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