CN204163103U - The track foundation of subway station straddle truck - Google Patents

The track foundation of subway station straddle truck Download PDF

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Publication number
CN204163103U
CN204163103U CN201420521234.6U CN201420521234U CN204163103U CN 204163103 U CN204163103 U CN 204163103U CN 201420521234 U CN201420521234 U CN 201420521234U CN 204163103 U CN204163103 U CN 204163103U
Authority
CN
China
Prior art keywords
guan liang
bellend
track
straddle truck
concrete beam
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420521234.6U
Other languages
Chinese (zh)
Inventor
王宗勇
武明静
王剑
秦磊东
赵香萍
何继川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway 12th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 12th Bureau Group Co Ltd
Original Assignee
China Railway 12th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 12th Bureau Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Railway 12th Bureau Group Co Ltd, Second Engineering Co Ltd of China Railway 12th Bureau Group Co Ltd filed Critical China Railway 12th Bureau Group Co Ltd
Priority to CN201420521234.6U priority Critical patent/CN204163103U/en
Application granted granted Critical
Publication of CN204163103U publication Critical patent/CN204163103U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to Metro station excavation gantry crane rail beam, specifically the track foundation of a kind of subway station straddle truck.It is high to there is cost in the making of the rail beam and basis thereof that solve existing subway station straddle truck, long in time limit, have a big risk and increase the problems such as straddle truck, comprise and be divided into all fender posts of side of foundation ditch and the Guan Liang at fender post top, Guan Liang comprises non-bellend Guan Liang and bellend Guan Liang, bellend hat beam sides is provided with concrete beam, in concrete beam, reinforcing bar and non-bellend Guan Liang and bellend are preced with beam steel and are linked into an integrated entity, its arrangement of reinforcement is the same with girder steel, thickness of protection tier is 5cm, Guan Liang and concrete beam are provided with retaining wall, retaining wall inside is furnished with reinforcing bar, the width of barricade is 40cm, height is concordant with ground, barricade top is provided with pre-embedded steel slab, track is provided with on the upside of pre-embedded steel slab, track two ends are fixed by track clamp.The utility model accelerating construction progress, reduces construction cost, guarantees straddle truck security of operation, simplifies working procedure.

Description

The track foundation of subway station straddle truck
Technical field
The utility model relates to Metro station excavation gantry crane rail beam, specifically the track foundation of a kind of subway station straddle truck.
Background technology
China's city underground interval adopts shield method to construct substantially, must install straddle truck AT STATION, and traditional station Guan Liang is concordant with ground, and gantry crane rail beam directly utilizes Guan Liang, and two ends, station expanding reach adopts girder steel to connect.Now in order to reduce construction investment, owner designs Guan Liang lower than 2 meters, ground, above hat beam, retaining wall is set, Guan Liang cannot be utilized to make gantry crane rail beam, if utilize Guan Liang to do rail beam, just need retaining wall to form L-type retaining wall to extending out 1 meter with Guan Liang, two ends, station are that expanding reach adopts girder steel transition, and need to increase straddle truck.This method shortcoming be cost high, long in time limit, have a big risk.
Summary of the invention
The utility model in order to the making of the rail beam and basis thereof that solve existing subway station straddle truck exist cost high, long in time limit, have a big risk and increase the problems such as straddle truck, track and the basis thereof of a kind of subway station straddle truck are provided.
The utility model takes following technical scheme: the track foundation of a kind of subway station straddle truck, comprise and be divided into all fender posts of side of foundation ditch and the Guan Liang at fender post top, Guan Liang comprises non-bellend Guan Liang and bellend Guan Liang, bellend hat beam sides is provided with concrete beam, in concrete beam, reinforcing bar and non-bellend Guan Liang and bellend are preced with beam steel and are linked into an integrated entity, its arrangement of reinforcement is the same with girder steel, thickness of protection tier is 5cm, Guan Liang and concrete beam are provided with retaining wall, retaining wall inside is furnished with reinforcing bar, the width of barricade is 40cm, height is concordant with ground, barricade top is provided with pre-embedded steel slab, track is provided with on the upside of pre-embedded steel slab, track two ends are fixed by track clamp.
Compared with prior art, the utility model has the following advantages:
1) expanding reach concrete beam in two ends, station is linked to be entirety with hat beam steel, not only guarantees concrete beam rigidity, and reduces working procedure.
2) utilize barricade to make gantry crane rail beam, not only do not need retaining wall to extend out, and do not need to increase straddle truck height, guarantee straddle truck security of operation.
3) Guan Liang designs retaining wall, not only reduce drilled pile length, and first support is moved down, reduce and support support, greatly reduce construction cost.
The utility model makes full use of concrete beam that bellend increases and station retaining wall makes the advantage of gantry crane rail etc., not only accelerating construction progress, reduces construction cost, and guarantees straddle truck security of operation, simplify working procedure.Have that technique is simple, advanced technology, the advantage such as practical.
Adopt this technology to have successfully completed Shenyang Metro No. 9 line 7 Biao Wang river way station gantry crane rail beam constructions, filled up the blank that China's subway station retaining wall does gantry crane rail beam construction technology, achieved good economic benefit and social benefit.
Accompanying drawing explanation
Fig. 1 is floor map of the present utility model;
Fig. 2 is the utility model A-A generalized section;
In figure: 1-Guan Liang, 2-barricade, 3-pre-embedded steel slab, 4-track, 5-track clamp, 6-fender post, 7-concrete beam.
Detailed description of the invention
As Fig. 1, shown in 2, the track foundation of a kind of subway station straddle truck, comprise and be divided into all fender posts 6 of side of foundation ditch and the hat beam 1 at fender post 6 top, hat beam 1 comprises non-bellend Guan Liang and bellend Guan Liang, bellend Guan Liang side is provided with concrete beam 7, in concrete beam 7, reinforcing bar and non-bellend Guan Liang and bellend are preced with beam steel and are linked into an integrated entity, its arrangement of reinforcement is the same with girder steel, thickness of protection tier is 5cm, retaining wall 2 is provided with on the upside of hat beam 1 and concrete beam 7, retaining wall 2 inside is furnished with reinforcing bar, the width of barricade 2 is 40cm, height is concordant with ground, barricade 2 top is provided with pre-embedded steel slab 3, track 4 is provided with on the upside of pre-embedded steel slab 3, track 4 two ends are fixed by track clamp 5.
During concrete enforcement, comprise the following steps:
Step one, Guan Liang constructs.
A, hat beam steel bar colligation; Unsettled section of B, bellend sets up reinforcing bar; Pre-buried barricade vertical reinforcement after C, template erection; D, concreting.
Step 2, barricade and track are installed.
Steel plate at the bottom of pre-buried track after A, barricade reinforcing bar binding; B, install template after carry out concreting; C, install track, and on pre-embedded steel slab welded rails clamp.

Claims (1)

1. the track foundation of a subway station straddle truck, it is characterized in that: comprise and be divided into all fender posts (6) of side of foundation ditch and the Guan Liang (1) at fender post (6) top, Guan Liang (1) comprises non-bellend Guan Liang and bellend Guan Liang, bellend Guan Liang side is provided with concrete beam (7), concrete beam (7) interior reinforcing bar and non-bellend Guan Liang and bellend are preced with beam steel and are linked into an integrated entity, thickness of protection tier is 5cm, Guan Liang (1) and concrete beam (7) upside are provided with retaining wall (2), retaining wall (2) inside is furnished with reinforcing bar, the width of barricade (2) is 40cm, height is concordant with ground, barricade (2) top is provided with pre-embedded steel slab (3), pre-embedded steel slab (3) upside is provided with track (4), track (4) two ends are fixed by track clamp (5).
CN201420521234.6U 2014-09-12 2014-09-12 The track foundation of subway station straddle truck Expired - Fee Related CN204163103U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420521234.6U CN204163103U (en) 2014-09-12 2014-09-12 The track foundation of subway station straddle truck

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420521234.6U CN204163103U (en) 2014-09-12 2014-09-12 The track foundation of subway station straddle truck

Publications (1)

Publication Number Publication Date
CN204163103U true CN204163103U (en) 2015-02-18

Family

ID=52536808

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420521234.6U Expired - Fee Related CN204163103U (en) 2014-09-12 2014-09-12 The track foundation of subway station straddle truck

Country Status (1)

Country Link
CN (1) CN204163103U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117188224A (en) * 2023-08-22 2023-12-08 中铁十一局集团有限公司 Recyclable track beam and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117188224A (en) * 2023-08-22 2023-12-08 中铁十一局集团有限公司 Recyclable track beam and construction method thereof
CN117188224B (en) * 2023-08-22 2024-03-08 中铁十一局集团有限公司 Recyclable track beam and construction method thereof

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20150218