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Large-span two-arch and two-cable subway station structure by open-cut method

A subway station, large-span technology, used in underwater structures, infrastructure engineering, underground chambers, etc., can solve the problems of long construction period, channel depression, increased strength loss, etc., to improve service life, stress Clear and reasonable, heightened effect

Active Publication Date: 2018-11-06
CHINA ACAD OF BUILDING RES
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The common frame structure of subway stations designed by the existing open-cut method, the top beam generally adopts the structural form of normal flat beams and slabs. In other words, even if the stress tendon is installed inside the top beam, its height still exceeds 1.8m, which is equivalent to occupying 1 / 4 of the channel space, and its own weight is relatively large. The loss of its strength will increase, and the continuous safety of the structure cannot be guaranteed. Therefore, the building structure of the existing subway passageway does not maximize the compressive performance of concrete, and the construction period is long and the process is complicated. Visually, it also gives people a depressing feeling

Method used

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  • Large-span two-arch and two-cable subway station structure by open-cut method

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Embodiment Construction

[0035] Such as figure 1 As shown, the large-span two-arch two-cable subway station structure of an open-cut method according to an embodiment of the present invention generally includes a side wall 30 arranged in the underground passage for supporting and preventing side wall earth and rocks from collapsing, and arranged at the end of the underground passage. The top is the top slab 10 that bears the load from above, the top beam 20 below the top slab 10 is supported by the side walls 30 on both sides, and the arch feet 21 arranged under the top beam 20 to connect with the side walls 30, and support the entire underground The bottom arch 40 of the channel, and the prestressed cables 22 that apply a horizontal tension to the top beam 20 .

[0036] Furthermore, in the channel formed by the top beam 20 and the bottom arch 40 , support columns 53 supporting the top beam 20 may also be arranged at intervals. The support columns 53 can overcome the settlement of the top plate 10 it...

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Abstract

The invention provides a large-span two-arch two-cable subway station structure constructed through an open-cut method. The large-span two-arch two-cable subway station structure comprises side walls, a top beam, a top plate, prestressed cables and an inverted arch, wherein the side walls are arranged on the two sides of an underground passage; the top beam is of an arc-shaped structure, and is supported at the top end of the underground passage through the side walls on the two sides; the span of the top beam is at least 20 meters; the top plate is of an arc-shaped structure corresponding to the top beam, is arranged above the top beam, and is used for closing the upper part of the underground passage; the prestressed cables are arranged below the top beam, and are used for connecting two arc feet of the top beam and applying horizontal pull on the arc feet; and the inverted arch is laid at the bottom of the underground passage. According to the large-span two-arch two-cable subway station structure, the span of over 20 meters of the top beam can be achieved through the prestressed cables, the heights of subway passages in all layers are increased, and a wider space is provided for pedestrians.

Description

technical field [0001] The invention relates to the field of pipe gallery construction of underground engineering, in particular to a construction of a large-span double-arched subway channel by using an open and cut method, which increases the channel height and prolongs the service life of the structure. Background technique [0002] According to the construction methods, subway stations can be divided into station structures constructed by open-cut method, cover-excavation method, underground excavation method and shield tunneling method. [0003] The common frame structure of subway stations designed by the existing open-cut method, the top beam generally adopts the structural form of normal flat beams and slabs. In other words, even if the stress tendon is installed inside the top beam, its height still exceeds 1.8m, which is equivalent to occupying 1 / 4 of the channel space, and its own weight is relatively large. The loss of its strength will increase, and the continu...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/00E02D29/00
CPCE02D29/04
Inventor 宫剑飞孟达王涛万征郑文华
Owner CHINA ACAD OF BUILDING RES
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