Construction process for simply plugging outer wall reserved sleeve in underground structure area

A technology of underground structure and construction technology, applied in underwater structures, infrastructure engineering, artificial islands, etc., can solve the problem of not being able to reserve casings closely, and achieve the effect of reducing labor consumption, facilitating construction, and saving materials

Pending Publication Date: 2020-12-25
JIANGSU NANTONG SANJIAN CONSTRUCTION GROUP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to the limitations of concrete or soft materials and other characteristics, it cannot be well combined with the reserved casing, so mud and rain will still leak into the underground structure along the defect between the walls of the reserved casing.

Method used

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  • Construction process for simply plugging outer wall reserved sleeve in underground structure area
  • Construction process for simply plugging outer wall reserved sleeve in underground structure area
  • Construction process for simply plugging outer wall reserved sleeve in underground structure area

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Embodiment Construction

[0038] Such as Figure 1-9 As shown, the present invention relates to a construction technique for simple sealing of casings reserved for outer walls in underground structure areas, comprising the following steps:

[0039]Step 1: According to the construction rules of the underground structure, the earthwork excavation of the foundation pit is completed in order to form the elevation line 1 at the bottom of the foundation pit and the slope control line 4, and the pouring of the concrete cushion layer 2, the laying of the waterproof layer 21 under the raft slab, and the laying of the raft slab 3 Concrete Rebar Binding. Mark the position of the outer wall column 29 on the steel bars of the raft 3 according to the design, and pre-insert the vertical reinforcement 71 of the inner reinforcement mesh of the outer wall panel and the vertical reinforcement 81 of the outer reinforcement mesh at the calibrated location of the outer wall column 29 , set a construction joint for exterior...

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PUM

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Abstract

The invention discloses a construction process for simply plugging an outer wall reserved sleeve in an underground structure area. The construction process comprises the following steps that firstly,an outer wall column and the reserved sleeve in the underground structure area are completed; a handrail and a baffle plate are arranged on the inner side and the outer side of the reserved sleeve respectively, and the handrail on the inner side and the baffle plate on the outer side of the embedded sleeve are fixed through tie rods; after the baffle plate is fixed, a waterproof layer is additionally arranged on the outer side of the baffle plate; and finally, backfilling and tamping of the waterproof protective layer and earthwork layer by layer are conventionally organized. When pipelines are connected inside and outside an underground structure, water stop filler is embedded between the outer wall of a connecting pipe and the inner wall of the sleeve. The problem that mud and rain leakinto an underground structure after earthwork backfilling of a fertilizer tank is solved, and the purposes of facilitating construction, saving materials and reducing labor consumption are achieved.

Description

technical field [0001] The invention relates to a construction technique for simple sealing of reserved casings for outer walls in underground structure areas, in particular to a construction technology for simple sealing of reserved casings for outer walls in underground structure areas. Background technique [0002] With the continuous development of building construction technology, it has become normal to ask for space underground. There are often pipes passing through the outer wall of the underground structure to realize the connection between the inner and outer pipes of the underground structure; however, the installation of the pipes is much later than the earthwork backfilling on the outside of the underground structure. [0003] In order to improve the working environment of the structure construction, usually after the construction of the underground structure is completed, the excavation of the excavation of the excavation of the earthwork of the pipeline trench...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D29/16E02D31/02
CPCE02D29/16E02D31/02
Inventor 郭瑞东黄建逵汤鑫宣德亮王新
Owner JIANGSU NANTONG SANJIAN CONSTRUCTION GROUP CO LTD
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