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Multi-arch tunnel integral supporting structure and rapid construction method thereof

A technology for multi-arch tunnels and support structures, applied in tunnels, tunnel linings, earthwork drilling and mining, etc., can solve the problems that construction technology affects project quality and cost, complex construction technology, and large process interference, etc., and achieves good deformation control effect , broad application prospects, simple process effect

Pending Publication Date: 2022-05-13
FUJIAN UNIV OF TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, the tunnel is in the form of a multi-arch structure with a large span, complex construction technology, numerous procedures, and large process interference. The quality of the construction technology directly affects the quality and cost of the entire project.

Method used

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  • Multi-arch tunnel integral supporting structure and rapid construction method thereof
  • Multi-arch tunnel integral supporting structure and rapid construction method thereof
  • Multi-arch tunnel integral supporting structure and rapid construction method thereof

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Embodiment Construction

[0026] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention.

[0027] like Figure 1-2 As shown, the present invention provides an integral support structure for multi-arch tunnels, which is used for the support operation of multi-arch tunnel engineering. 1. The adjacent hoop-shaped steel arches 1 that are mirror images are fixed by Y-shaped nodes 2, and multiple groups of longitudinal steel arches 1 are pierced between the multiple sets of longitudinally arranged mirror-symmetrically fixedly connected hoop-shaped steel arches 1 Beams 3, and the longitudinal steel beams 3 and the ring-shaped steel arches 1 are fixed through the ring longitudinal nodes, and the horizontal steel beams fixed vertically to the longitudinal steel...

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Abstract

According to the integral supporting structure of the multi-arch tunnel and the rapid construction method of the integral supporting structure, a main hole is directly excavated in a segmented mode, combined supporting is arranged, the disturbance frequency is reduced, and the stability of the tunnel and surrounding rock is improved. Primary supports and waterproof structures can be independently constructed, adjacent cavern primary supports are supported in a connected mode, the deformation control effect is good, and the waterproof effect is good. Compared with a conventional construction method, the technology is less in temporary support and simple in process; the support construction is simple, and the quality is good; excavation and support construction of the left and right caverns can be separated in a left and right cavern staggered distance mode and a middle partition wall, cross operation can be effectively avoided, and the engineering quality is guaranteed. According to the technology, the problems existing in a traditional construction method can be effectively solved, the construction requirements of double-multiple-arch tunnels or even multiple-multiple-arch tunnels in China are met, and the application prospect is wide.

Description

technical field [0001] The invention is applied in the field of tunnel engineering, and in particular relates to an integral support structure for a multi-arch tunnel and a rapid construction method thereof. Background technique [0002] Multi-arch tunnel has become an important structural form in tunnel engineering. Based on the structural characteristics of the multi-arch tunnel, its construction method and support technology are quite different from the conventional split tunnel, and in most cases, its construction is more difficult and more expensive. At present, most multi-arch tunnels are constructed using the middle tunnel method combined with the CD construction method, CRD construction method or double-side-wall pilot pit construction method. This method converts large sections into small section construction, supports while excavating, and has a good control effect on surrounding rock deformation. , but there are disadvantages such as many construction procedures,...

Claims

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Application Information

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IPC IPC(8): E21D11/18E21D9/00E21D11/15E21D11/10E21D20/00E21D11/38
CPCE21D11/18E21D9/00E21D9/001E21D11/15E21D11/10E21D20/00E21D11/38
Inventor 姚志雄刘耀星周岐窗刘国买胡钟予陈进徐云山陈军浩李志高
Owner FUJIAN UNIV OF TECH
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