Wide-span deep buried metro station structure designed through combination of Y-shaped column and anti-pulling pile

A technology for subway stations and uplift piles, which is applied to underwater structures, foundation structure engineering, columns, etc., can solve the problems of large design loads on the roof and floor, and large usable space, so as to reduce the span of the floor and rationally distribute structural damage. strength, and the effect of improving comfort

Inactive Publication Date: 2016-11-30
CHINA RAILWAY TUNNEL SURVEY & DESIGN INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] In order to solve the problems of large usable space on the platform floor and the station hall floor, large design load on the roof and floor, and anti-floating structure, the present invention provides a large-span deep-buried subway station designed in combination with Y-shaped columns and uplift piles. structure

Method used

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  • Wide-span deep buried metro station structure designed through combination of Y-shaped column and anti-pulling pile
  • Wide-span deep buried metro station structure designed through combination of Y-shaped column and anti-pulling pile

Examples

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Embodiment

[0024] Such as Figure 1-2 As shown, a structure of a large-span deep-buried subway station is designed by combining Y-shaped columns and uplift piles, including roof 3, middle slab 4, bottom slab 5, Y-shaped columns 6, uplift piles 7, top slab 3, middle slab 4. The bottom plate 5 is arranged in order from top to bottom. The top plate beam 8 is set under the top plate 3, the middle plate beam 9 is set under the middle plate 4, the bottom plate beam 10 is set under the bottom plate 5, and the top plate 3 and the middle plate 4. Between the station hall floor 1, between the middle plate 4 and the bottom plate 5 is the platform floor 2, the bifurcated top of the Y-shaped column 6 is connected with the roof beam 8, the middle part of the Y-shaped column 6 is connected with the middle plate beam 9, and the Y-shaped column 6 is connected with the middle plate beam 9. The lower end of the shaped column 6 is connected with the floor beam 10 , the top of the uplift pile 7 is connected ...

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Abstract

The invention belongs to the field of underground engineering construction, and particularly relates to a wide-span deep buried metro station structure designed through the combination of a Y-shaped column and an anti-pulling pile. The wide-span deep buried metro station structure is characterized in that the bifurcated top of the Y-shaped column is connected to a top board beam, the middle part of the Y-shaped column is connected with a middle board beam, the lower end of the Y-shaped column is connected with a bottom board beam, the top end of the anti-pulling pile is connected with the lower surface of a bottom board, and the anti-pulling pile is arranged in the Y-shaped column span of the bottom board. The top part bifurcated fulcrum of the Y-shaped column is adopted to design the metro deep buried underground structure to reduce the top board span of the underground structure, the bottom board span is reduced by means of the bottom board anti-pulling pile, a design method for the wide-span user space between the top and bottom boards is created, under the condition that the engineering cost is not increased, the structure force bearing of the top board and the bottom board is reasonably solved and the problem of dense columns and nets in the use space of passengers is solved, and thus improving the use comfortableness of the station.

Description

technical field [0001] The invention belongs to the field of underground engineering construction. The invention relates to a structure for designing a large-span deep-buried subway station in combination with a Y-shaped column and an uplift pile, specifically referring to the use of the top fork of the Y-shaped structural column in the design of the underground structure of the subway. The fulcrum reduces the span of the roof of the underground structure, and uses the floor uplift piles to reduce the span of the floor, thereby creating a design method for a larger span between the roof and the floor. Background technique [0002] With the rapid development of cities and the tight supply of land, more and more attention has been paid to the need for underground space. At present, most major cities in the country are building or planning to build subways. [0003] With the expansion of subway construction scale, there are more and more deeply buried underground stations. Usua...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/00E04B1/342E04C3/30E02D29/045E02D27/12
CPCE04B1/0007E02D27/12E02D29/045E04B1/342E04C3/30
Inventor 李现森姜宝臣严东桑晓光卢全辉肖平平唐上明李广涛石刘杜玲谢家化
Owner CHINA RAILWAY TUNNEL SURVEY & DESIGN INST
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