Construction method and supporting structure of multi-storey underground space under existing facilities

A technology of underground space and construction method, which is applied to underwater structures, infrastructure engineering, artificial islands, etc., can solve the problems of difficult construction of multi-layer underground space, and achieve the effect of short construction period, low cost and small impact.

Active Publication Date: 2017-07-25
SHANGHAI CONSTRUCTION GROUP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to provide a construction method and supporting structure for multi-storey underground spaces under existing facilities, which are used to solve the problem of large-section, long-distance, and difficult construction of multi-storey underground spaces under existing facilities.

Method used

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  • Construction method and supporting structure of multi-storey underground space under existing facilities
  • Construction method and supporting structure of multi-storey underground space under existing facilities
  • Construction method and supporting structure of multi-storey underground space under existing facilities

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Embodiment 1

[0043] refer tofigure 1 , the existing facilities above the proposed underground space soil body A of the present invention are large-area planted greenbelts, hard paving, squares and corresponding public service facilities. Therefore, the environment for the construction of the proposed underground space under the existing facilities is relatively complicated, and the construction is difficult. To solve this problem, combine the following Figure 1 to Figure 15 , which describes in detail the construction method and supporting structure of the multi-storey underground space under the existing facilities according to the present invention. The a-a sectional view in the figure is a view perpendicular to the excavation direction, and the b-b sectional view is a view along the excavation direction. The present invention is described by taking the construction of the underground second floor space structure as an example.

[0044] The underground space construction of the presen...

Embodiment 2

[0056] Please continue to refer Figure 1 to Figure 15 , the invention also provides a supporting structure for multi-layer underground space construction under existing facilities. The support structure includes a working well 1 and a receiving well 2 symmetrically arranged at both ends of the proposed underground space soil A, a pair of parallel underground wells perpendicular to the excavation direction and respectively arranged on the opposite side of the working well 1 and the receiving well 2. Diaphragm walls (31, 32), a pair of steel pipe pile enclosure structures 3 arranged symmetrically at the other two ends of the proposed underground space soil A and parallel to the excavation direction; The curtain 4, the pipe curtain 4 is a flat plate structure formed by a number of steel pipes arranged side by side through the side locks, and the gaps of the locks are filled with water-stop materials; it also includes the freezing wall 5, the rotary spray pile 8 and the Static p...

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Abstract

The invention relates to a top-down and bottom-up combined construction method and supporting structure of the multi-layer underground space below an existing facility, and belongs to the technical field of constructional engineering. The construction method includes the steps that firstly, a working well, a receiving well and an envelop are constructed; secondly, a pipe curtain is arranged; thirdly, a permanent structure of the first underground floor is constructed during excavation after a soil body of the space of the first underground floor below the pipe curtain is consolidated through freezing; fourthly, jet grouting piles are constructed on soil bodies layer by layer and reinforcement treatment is conducted from the second underground floor to the Nth underground floor; fifthly, excavation is performed downwards layer by layer and reaches the bottom of the underground structure, and construction of a bottom plate of the underground structure is performed at the same time; and sixthly, permanent structures are constructed layer by layer from bottom to top. The supporting structure comprises the working well and the receiving wheel symmetrically arranged at the two ends of a soil body of an underground space planned to be constructed, the envelop, the pipe curtain arranged above the soil body of the underground space planned to be constructed, the permanent structure of the first underground floor, and a jet grouting pile reinforcement system of the underground floors from the second underground floor to the Nth underground floor, wherein N is an integer larger than or equal to 2.

Description

technical field [0001] The invention relates to the technical field of construction engineering, in particular to a forward and reverse construction method and support structure for a multi-layer underground space under existing facilities. Background technique [0002] In recent years, people pay more and more attention to the development and utilization of urban underground space. As the construction environment becomes more and more complex, the construction difficulty is also increasing. At present, in the construction of underground passages, urban subway stations, underground parking lots and other projects under existing facilities such as urban roads, railways, airports, and landscape green spaces, the open-cut method, reverse method, shield method, pipe jacking method and pipe-jacking method are generally used. Curtain method, etc. for construction. However, the open excavation method disturbs the surrounding environment greatly; the shield tunneling and pipe jacki...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D29/05E02D29/055
CPCE02D29/05E02D29/055
Inventor 吴小建汪思满左自波王红卫程子聪
Owner SHANGHAI CONSTRUCTION GROUP
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