CN208250922U - A kind of thrust beam limiting device - Google Patents

A kind of thrust beam limiting device Download PDF

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Publication number
CN208250922U
CN208250922U CN201820727358.8U CN201820727358U CN208250922U CN 208250922 U CN208250922 U CN 208250922U CN 201820727358 U CN201820727358 U CN 201820727358U CN 208250922 U CN208250922 U CN 208250922U
Authority
CN
China
Prior art keywords
steel
steel plate
limit
slipway
pulley
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
CN201820727358.8U
Other languages
Chinese (zh)
Inventor
周大勇
林立文
李兰强
王可用
向建彬
刘运平
李秀东
侯剑
刘亚帅
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.)
Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Original Assignee
Second Engineering Co Ltd of China Railway 14th Bureau 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 Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd filed Critical Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Priority to CN201820727358.8U priority Critical patent/CN208250922U/en
Application granted granted Critical
Publication of CN208250922U publication Critical patent/CN208250922U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of thrust beam limiting device, mainly by steel nose girder, slipway beam, limit steel plate, reinforce steel plate, I-steel, transverse distribution beam, pulley, slipway beam upper plate, steel shaft pin, anchor point, rotating steel shaft, front shroud, bolt composition, the top of transverse distribution beam disposes slipway beam, the top of slipway beam disposes steel nose girder, steel nose girder is Steel Truss Beam, its height is less than ridge purlin, steel nose girder root edge and box beam bottom should be in the same plane simultaneously, pulley is provided on the left of limit steel plate, being connected between pulley by steel shaft pin is an entirety, mode shown in the drawings welds together limit steel plate to specifications with steel plate is reinforced, reinforce linking together between steel plate and I-steel also by the mode of welding, the setting of I-steel can will reinforce steel plate and transverse distribution beam connects, slipway beam girder in place with After can be carried out removing, while replacing formal support.

Description

A kind of thrust beam limiting device
Technical field
The utility model relates to beam body pushing tow spacing equipment technical field, in particular to a kind of thrust beam limiting device.
Background technique
The current national economic development is swift and violent, the problems such as in order to solve urban congestion, crossing elimination, and saves to the full extent About to plough, the bridge in traffic route is more and more, and in order to guarantee that existing line operates normally, current science of bridge building is adopted extensively It is constructed with incremental launching method.In incremental launching construction, one section of nose girder can be arranged in girder front end, under the dilatory effect of jack, nose girder And girder slowly slides forward, nose girder offset then girder can also generate offset, therefore in incremental launching construction to the limit of nose girder very It is important.
Application No. is CN201220207400.6 to provide " a kind of thrust beam cross spacing device ", the utility model patent energy It enough solves the problems, such as limit accuracy, but does not mention the disassembly problem after pulley abrasion, while also not illustrating limiting device Fixation problem, during bridge incremental launching, limiting device bears very big power, and thus pulley is also highly susceptible to wear.Cause This, proposes that the disassembly of pulley may be implemented in a kind of thrust beam limiting device, the device, and preferably fix limiting device, together When it is relatively simple for structure.
Summary of the invention
In order to solve, the bridge incremental launching construction limiting device prior art is not directed to pulley disassembly and limiting device is fixed not Foot, the utility model provide a kind of thrust beam limiting device, which is easily achieved pulley and dismantles, while limiting device Fixed effect is preferable, relatively simple for structure.
The utility model uses following technical scheme:
A kind of thrust beam limiting device by steel nose girder, slipway beam, limit steel plate, reinforces steel plate, I-steel, transverse distribution Beam, pulley, slipway beam upper plate, steel shaft pin, anchor point, rotating steel shaft, front shroud, bolt composition.Pacify on the top of transverse distribution beam Slipway beam is set, is attached by bolt therebetween, the top of slipway beam disposes steel nose girder, and limit steel plate is pressed with steel plate is reinforced Book mode shown in the drawings welds together as directed, reinforces being welded on one also by the mode of welding between steel plate and I-steel It rises, I-steel is attached with transverse distribution beam by bolt.
Preferably, described front shroud one end and limit steel plate between be attached by rotating steel shaft, the front shroud other end with It is attached between limit steel plate by bolt.
Preferably, the pulley is one group by the series connection of steel shaft pin, and entirety is led between limit steel plate at anchor point Bolt is crossed to be attached.
Preferably, the limit steel plate runs through slipway beam upper plate, is attached by bolt.
The beneficial effects of the utility model are: (1) pulley is an entirety by the series connection of steel shaft pin, it is fixed on limit steel plate On, while limiting that one end between steel plate and front shroud is hinged, and one end is bolted, convenient for the disassembly of pulley.(2) steel is limited Plate runs through slipway beam upper plate, is bolted between slipway beam, the fixed effect of limiting device can be made more preferable.(3) The setting of front shroud can reduce abrasion of the bridge incremental launching in the process to limit steel plate.
Detailed description of the invention
Attached drawing 1 is the schematic diagram of the utility model.
Attached drawing 2 is the sectional view of the utility model.
Attached drawing 3 is the limit sheet steel sections side longitudinal sectional view of the utility model.
Attached drawing 4 is the limit steel plate horizontal cross of the utility model.
Wherein, 1 steel nose girder, 2 slipway beams, 3 limit steel plates, 4 reinforcement steel plates, 5 I-steel, 6 transverse distribution beams, 7 pulleys, 8 Slipway beam upper plate, 9 steel shaft pins, 10 anchor points, 11 rotating steel shafts, 12 front shrouds, 13 bolts.
Specific embodiment
With reference to the accompanying drawings, a kind of thrust beam limiting device, mainly by steel nose girder 1, slipway beam 2 limits steel plate 3, reinforces steel plate 4, I-steel 5, transverse distribution beam 6, pulley 7, slipway beam upper plate 8, steel shaft pin 9, anchor point 10, rotating steel shaft 11, front shroud 12, Bolt 13 forms.
During bridge incremental launching construction, steel nose girder 1 is located at the top of slipway beam 2, and slipway beam 2 is located at transverse distribution beam 6 Top is attached by bolt.
Steel nose girder 1 is Steel Truss Beam, is the interim supplementary structure loaded on beam front end or rear end, it is ensured that beam is when moving Longitudinal stability against overturning, while the cantilevered length of beam can be reduced to reduce mount stress, height is less than ridge purlin, Root edge and box beam bottom should be in the same plane.Slipway beam 2 girder in place after can be carried out removing, while replacing formal branch Seat.
One end is connected by rotating steel shaft 11 between limit steel plate 3 and front shroud 12, and the other end is attached by bolt 13, Pulley 7 is an entirety by the series connection of steel shaft pin 9, is attached with limit steel plate 3 by bolt at anchor point 10, according to cunning The degree of wear of wheel 7 can carry out dismounting and change to pulley 7 and this entirety of steel shaft pin 9.
It limits steel plate 3 and runs through slipway beam upper plate 8, be attached by bolt.
Steel plate 3 is limited with a thickness of 20mm, reinforces steel plate 4 with a thickness of 20mm, is connected by welding therebetween It connects, I-steel 5 uses Two bors d's oeuveres mode, and specification 40a is connected by welding between I-steel 5 and reinforcement steel plate 4 It connects, lower part and the transverse distribution beam 6 of I-steel 5 are bolted.
Certainly, the above description is not intended to limit the present invention, and those skilled in the art are practical new at this The variations, modifications, additions or substitutions made in the essential scope of type, should also belong to the protection scope of the utility model.

Claims (4)

1. a kind of thrust beam limiting device, including steel nose girder (1), slipway beam (2), limit steel plate (3), reinforcement steel plate (4), I-shaped Steel (5), transverse distribution beam (6), pulley (7), slipway beam upper plate (8), steel shaft pin (9), anchor point (10), rotating steel shaft (11), Front shroud (12), bolt (13), which is characterized in that the steel nose girder (1) is located at the top of slipway beam (2), with reinforcement steel plate (4) By being welded to connect, by being welded to connect between I-steel (5) top and reinforcement steel plate (4), lower part and transverse distribution beam (6) it is bolted between.
2. a kind of thrust beam limiting device according to claim 1, which is characterized in that described front shroud (12) one end and limit It is attached between position steel plate (3) by rotating steel shaft (11), passes through bolt between front shroud (12) other end and limit steel plate (3) (13) it is attached.
3. a kind of thrust beam limiting device according to claim 1, which is characterized in that the pulley (7) passes through steel shaft pin (9) series connection is one group, and entirety is attached between limit steel plate (3) by bolt at anchor point (10).
4. a kind of thrust beam limiting device according to claim 1, which is characterized in that the limit steel plate (3) is through cunning Road beam upper plate (8), is attached by bolt.
CN201820727358.8U 2018-05-16 2018-05-16 A kind of thrust beam limiting device Expired - Fee Related CN208250922U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820727358.8U CN208250922U (en) 2018-05-16 2018-05-16 A kind of thrust beam limiting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820727358.8U CN208250922U (en) 2018-05-16 2018-05-16 A kind of thrust beam limiting device

Publications (1)

Publication Number Publication Date
CN208250922U true CN208250922U (en) 2018-12-18

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820727358.8U Expired - Fee Related CN208250922U (en) 2018-05-16 2018-05-16 A kind of thrust beam limiting device

Country Status (1)

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CN (1) CN208250922U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653076A (en) * 2018-12-24 2019-04-19 四川港航建设工程有限公司 Combined type flood control is passed the flood period lock head shellfish Lei Gangqiao and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653076A (en) * 2018-12-24 2019-04-19 四川港航建设工程有限公司 Combined type flood control is passed the flood period lock head shellfish Lei Gangqiao and construction method
CN109653076B (en) * 2018-12-24 2021-01-08 四川港航建设工程有限公司 Combined type flood control flood gate first bailey steel bridge and construction method

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Granted publication date: 20181218