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A Submerged Underground Excavation Construction Method of Rectangular or Quasi-rectangular Section Underground Engineering Machinery

An underground engineering and construction method technology, applied in underground chambers, earthwork drilling, mining equipment, etc., can solve the problems of low construction efficiency, environmental damage, and high safety risks of mining methods, achieve good economy, and avoid blocking roads. Effect

Active Publication Date: 2017-11-07
CHINA RAILWAY ENGINEERING EQUIPMENT GROUP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The present invention proposes a method for constructing subdivided underground engineering machinery with a rectangular or similar rectangular section, which solves the problem of damage to the environment by the open cut method and the cover excavation method and the construction efficiency of the mining method when constructing an underground space project with a rectangular or similar rectangular section. low and high safety risks, and it is difficult to form a large rectangular section structure at one time by the pipe jacking method and the shield method; with the guiding ideology of "dividing first and then combining, from the outside to the inside", through mechanical sub-construction and overall structural transformation, Realize the safe, efficient, environmentally friendly and economical construction of large rectangular or quasi-rectangular section underground space projects under roads and buildings (structures)

Method used

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  • A Submerged Underground Excavation Construction Method of Rectangular or Quasi-rectangular Section Underground Engineering Machinery
  • A Submerged Underground Excavation Construction Method of Rectangular or Quasi-rectangular Section Underground Engineering Machinery
  • A Submerged Underground Excavation Construction Method of Rectangular or Quasi-rectangular Section Underground Engineering Machinery

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Embodiment 1

[0044] Embodiment 1: A subsurface excavation construction method for underground construction machinery with a rectangular or quasi-rectangular section, comprising the following steps:

[0045] Step 1: Structurally divide the overall structure of the underground engineering with a rectangular or quasi-rectangular section. The structure on the soil-facing surface is divided into peripheral structures, and the rest of the structures are divided into internal structures; the peripheral structure is divided into several sub-structures with a cut plane perpendicular to the rectangular or similar rectangular section; when the sub-structure is divided, for the convenience of later construction of the internal structure When dividing the peripheral structure, the cut plane should avoid the joints between the peripheral structure and the internal structure.

[0046] Step 2: perform block prefabrication of each sub-structure in the longitudinal direction perpendicular to the section pla...

Embodiment 2

[0056] Embodiment 2: as figure 1 As shown, the two-column three-span underground space project with a rectangular section has an overall structure composed of a peripheral structure 1 and an internal structure 2. -1, column 2-2 and plate 2-3.

[0057] Step one, such as figure 2 As shown, the peripheral structure of the two-column three-span rectangular section underground space project is divided into four sub-structures with the same section size: sub-structure I3-1, sub-structure II3-2, sub-structure III3- 3. Divisional structure Ⅳ3-4. When dividing the divisional structure, for the convenience of the later construction of the internal structure, when dividing the peripheral structure, the cutting plane should avoid the peripheral structure (top plate 1-1, bottom plate 1-2 and side Wall 1-3) and internal structure 2 (beam 2-1, column 2-2 and slab 2-3).

[0058] Step 2: Prefabricate each substructure 3 in blocks, and each substructure obtains several prefabricated parts i...

Embodiment 3

[0068] like Figure 7 As shown, the single-column double-span rectangular-section underground space project, the ground conditions of the site are soft soil strata such as silt and clay, the cross-sectional size is 20.7m (width) × height 13.3m, and the longitudinal length of the overall structure is 200m; the overall structure is composed of The outer peripheral structure 15 and the inner structure 16 are composed, the outer peripheral structure 15 is in contact with the surrounding soil, including the top plate 15-1, the bottom plate 15-2 and the side wall 15-3; the inner structure includes the longitudinal beam 16-1, the column 16-2 and the middle Plate 16-3.

[0069] Step one, such as Figure 8 As shown, the outer peripheral structure 15 of the single-column double-span rectangular section underground space project is divided, and the cut plane avoids the outer peripheral structure 15 (roof 15-1, bottom 15-2 and side wall 15-3) and the internal structure 16 (longitudinal ...

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Abstract

The invention discloses a method for mechanical branch underground excavation construction of rectangular and quasi-rectangular cross-section underground engineering. A peripheral structure is divided into a plurality of branch structures through a section cutting plane perpendicular to the rectangular and quasi-rectangular cross-section; segmentation prefabrication is performed on each branch structure in the longitudinal direction perpendicular to the cross-section plane, and a plurality of segmentation prefabricated parts are obtained from each branch structure; the segmentation prefabricated parts are composed of permanent structural elements and temporary structural elements, the permanent structural elements are branch structure segmented blocks and are detachably connected with the temporary structural elements; guide rails and guide rail grooves are correspondingly positioned between the adjacent segmentation prefabricated parts, the guide rails are inserted into the guide rail grooves to perform adhesion of the adjacent segmentation prefabricated parts and guide positioning in the jacking process; an application tunneling device constructs a starting space and a receiving space; and jacking construction is performed on the segmentation prefabricated parts of each branch structure. According to the method, large rectangular and quasi-rectangular cross-section underground spatial engineering can be constructed safely efficiently, environmentally friendly and economically below roads and buildings.

Description

technical field [0001] The patent of the invention relates to a new construction method of mechanical underground excavation in an underground space with a rectangular section, which belongs to the field of underground engineering. Background technique [0002] Compared with circular cross-section structures, rectangular or quasi-rectangular cross-sections in underground space engineering have the advantages of shallow soil covering and high space utilization. Therefore, rectangular and quasi-rectangular cross-sections have received more and more attention and application in underground space engineering. At present, the commonly used methods for building underground space projects with rectangular or quasi-rectangular sections include open cut method, cover excavation method, mine method, pipe jacking method and shield method, etc. Both the open cut method and the cover excavation method need to destroy the ground environment, and should not be used when large-scale ground ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D13/02
CPCE21D13/00
Inventor 李建斌高毅李洋于少辉程鹏李辉罗雨田
Owner CHINA RAILWAY ENGINEERING EQUIPMENT GROUP CO LTD
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