Fabricated underground structure and construction method

A technology of underground structure and construction method, which is applied to underwater structures, infrastructure engineering, excavation, etc., and can solve problems such as water leakage in underground structures, poor engineering quality, and waste of resources.

Active Publication Date: 2021-05-18
JINAN MUNICIPAL ENG DESIGN & RES INSITITUTE GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] 1. The resource space of urban roads is limited, and the excavation of foundation pits takes up a lot of space, which has a great impact on urban traffic during construction
[0005] 2. The foundation pit project has certain hidden dangers to the safety of buildings on both sides
[0006] 3. The excavation of the foundation pit produces a large amount of earthwork and leaves a large number of support structures in the soil, which causes pollution to the ecological environment and wastes resources
[0007] 4. The construction period of the cast-in-place structure is long, and the quality of the project is relatively unfavorable to guarantee
[0008] 5. The cast-in-place structure does not conform to the development situation of my country's industrialization
[0009] 6. There are also some assembled pipe galleries, but the assembled pipe galleries are prone to cracks at the joints, causing water leakage problems in the underground structure

Method used

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  • Fabricated underground structure and construction method
  • Fabricated underground structure and construction method
  • Fabricated underground structure and construction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0060] In a typical implementation of the present invention, a prefabricated underground structure includes several segments, two adjacent segments are connected, and each segment includes side walls 5 on both sides, a bottom plate 11 and a roof 9. The bottom plate is set at the bottom of the side wall, and the top plate is set at the top of the side wall, wherein the side wall includes several sections of prefabricated parts, and the top plate is a prefabricated plate or a laminated plate;

[0061] Outward steps 15 are formed on both side walls at one end of each segment, refer to Figure 12 shown so that the latter segment can wrap the other end of the preceding segment opposite the step.

[0062] Considering that the prefabricated underground structure has a set width, in order to improve the strength of the prefabricated underground structure, the segment also includes a middle wall 6, which is located between the side walls 5 on both sides;

[0063] Likewise, the middle ...

Embodiment 2

[0072] A construction method for a prefabricated underground structure, comprising the following contents:

[0073] Grooving along the length of the installation of the underground structure for sinking the fabricated underground structure;

[0074] On-site assembly of the sections of the underground structure, firstly assemble the side walls and middle walls of the first section, refer to figure 2 shown;

[0075] Among them, it can be understood that the side walls and middle walls of each segment are assembled separately. After the side walls and middle walls are assembled respectively, the middle wall is located between the side walls on both sides, and the middle wall and the side walls are spaced apart. The distance of setting; Steel plate wall 7 is respectively installed as supporting wall (each joint is provided with 4 steel plate walls 7) on both sides of each end of wall in the two ends of each section, refer to image 3 As shown, form the first section 8 or the nt...

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PUM

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Abstract

The invention discloses a fabricated underground structure and a construction method. The problems that in the prior art, underground structure construction occupies a large space, and a large number of supporting structures are reserved are solved, and the beneficial effects that construction is convenient, the number of supporting structures is reduced, and environmental pollution is reduced are achieved. The fabricated underground structure comprises a plurality of sections, every two adjacent sections are connected, each section comprises side walls on the two sides, a bottom plate and a top plate, the bottom plates are arranged at the bottoms of the side walls, the top plates are arranged at the tops of the side walls, and each side wall comprises a plurality of prefabricated parts; and outward steps are formed on the side walls on the two sides of one end of each section, so that the other end, opposite to the steps, of the front section can be wrapped by the rear section, and every two adjacent sections are connected in a pouring mode.

Description

technical field [0001] The invention relates to the field of underground engineering, in particular to an assembled underground structure and a construction method. Background technique [0002] The statements in this section merely provide background information related to the present invention and do not necessarily constitute prior art. [0003] Underground drainage, underground comprehensive pipe gallery, underground power tunnel and other projects are the main underground engineering construction contents in municipal construction. At present, the construction method of the main underground engineering structure adopts the open-cut and cast-in-place method. The inventor found that the cast-in-place method has the following problems: [0004] 1. The resource space of urban roads is limited, and the excavation of foundation pits takes up a lot of space, which will have a great impact on urban traffic during the construction period. [0005] 2. The foundation pit project...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D29/045E02D17/02E02D17/04
CPCE02D29/045E02D17/02E02D17/04
Inventor 李军侯登高杨帆葛丰源郑志超张光利马正匡伟
Owner JINAN MUNICIPAL ENG DESIGN & RES INSITITUTE GRP
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