CN109577204A - A kind of Bridge Erector of the walking without counterweight via hole - Google Patents

A kind of Bridge Erector of the walking without counterweight via hole Download PDF

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Publication number
CN109577204A
CN109577204A CN201811481749.7A CN201811481749A CN109577204A CN 109577204 A CN109577204 A CN 109577204A CN 201811481749 A CN201811481749 A CN 201811481749A CN 109577204 A CN109577204 A CN 109577204A
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CN
China
Prior art keywords
leg
girder
supporting leg
via hole
bridge erector
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.)
Pending
Application number
CN201811481749.7A
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Chinese (zh)
Inventor
韩好利
郭自庭
王海军
金永宽
姬红尚
张衡
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.)
Henan Tieshan Hoisting Equipment Co Ltd
Original Assignee
Henan Tieshan Hoisting Equipment 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 Henan Tieshan Hoisting Equipment Co Ltd filed Critical Henan Tieshan Hoisting Equipment Co Ltd
Priority to CN201811481749.7A priority Critical patent/CN109577204A/en
Publication of CN109577204A publication Critical patent/CN109577204A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A kind of Bridge Erector the invention discloses walking without counterweight via hole, including girder, supporting leg, trolley and overhead traveling crane, the supporting leg includes auxiliary leg, front leg strut, middle supporting leg and rear support leg, trolley is slidably mounted on the upper end of girder, overhead traveling crane is slidably mounted on the upper end of trolley, and auxiliary leg, front leg strut, middle supporting leg and rear support leg are installed in the lower end of girder.This product design rationally, by the cooperation of girder, overhead traveling crane, trolley, supporting leg, cross moving track and hydraulic system, does not use counter weight type via hole, and without aggravating girder, component is used modularized design by function this product that Bridge Erector may be implemented, and is conveniently replaceable;Girder can remove wherein any one section, to adapt to the erection demand of the small bridge of radius of curvature;This product uses hydraulic system, hoist engine and driving motor, nobody manually moves supporting leg and cross moving track, reduces the labor intensity of staff, work efficiency is high.

Description

A kind of Bridge Erector of the walking without counterweight via hole
Technical field
The present invention relates to a kind of Bridge Erector, Bridge Erector of specifically a kind of walking without counterweight via hole.
Background technique
With the expansion of Chinese Urbanization scale, for the communal facility in China also perfect, bridge is exactly a kind of common public affairs Facility altogether.
Bridge refers generally to be erected in rivers,lakes and seas, the structures for making traffic etc. that can smoothly pass through.Bridge generally by Superstructure, substructure, support and attached structure composition, superstructure are also known as bridge span structure, are across the main of obstacle Structure;Substructure includes abutment, bridge pier and basis;Support is the biography of the bearing place setting of bridge span structure and bridge pier or abutment Power device;Attached structure then refers to transition slab at bridge head, truncated cone banking, shore protection, training works etc..
Building bridge is a large-engineering, and people will use various machinery, and Bridge Erector is exactly a kind of common big machinery.Frame Bridge machine is exactly the equipment that prefabricated beam piece is placed into prefabricated bridge pier and is got on, and is divided into highway bridging machine, railway bridge erecting machine Etc. several.
Existing highway bridging machine mostly uses the via hole mode of counterweight, it is necessary to could in the case where there is the precast beam of counterweight Via hole.Supporting leg will be together with the past when via hole, and only to add girder with a part of cross moving track and be self-possessed, ordinary circumstance The moment of flexure that girder generates when lower via hole will be greater than the moment of flexure that trolley generates in hip when setting a roof beam in place, i.e., the girder of middle leg location is curved Square is greater than or equal to moment of flexure in hip, needs to increase the material of girder, increases self weight, and stock utilization is low;And front end when via hole Weight, lower amount of deflection is larger, to tighten rear end counterweight, and girder is made to be in not horizontality, and middle supporting leg generates one to the level being pushed forward Power may push over middle supporting leg, and there are security risks.
Existing highway bridging machine is needed in cross moving track, middle supporting leg, middle cross moving track and anti-support before mobile using day Vehicle slings Forward, and a large amount of lifting binding work considerably increases the labor intensity of operator, and working efficiency is low, Guo Wankong Afterwards, main beam rear end longer dimension, bridge lesser for radius of curvature, rear end is too long to will lead to feeding beam difficulty, sometimes the side of beam piece Face can encounter the girder of Bridge Erector, and there are security risk, locking mode is using stay bolt and connecting plate anti-support and girder Lower edge is fixed together, and the stay bolt of this locking mode is easily lost, and the position of web member node cannot lock, it is necessary to before adjustment The position of supporting leg and middle supporting leg could lock, this is just that construction personnel brings inconvenience.
Summary of the invention
Bridge Erector the purpose of the present invention is to provide a kind of walking without counterweight via hole, to solve in above-mentioned background technique The problem of proposition.
To achieve the above object, the invention provides the following technical scheme:
A kind of Bridge Erector of the walking without counterweight via hole, including girder, supporting leg, trolley and overhead traveling crane, the supporting leg include auxiliary branch Leg, front leg strut, middle supporting leg and rear support leg, trolley are slidably mounted on the upper end of girder, and overhead traveling crane is slidably mounted on the upper end of trolley, auxiliary Help supporting leg, front leg strut, middle supporting leg and rear support leg be installed in girder lower end and auxiliary leg, front leg strut, middle supporting leg and after Supporting leg is arranged successively from a side of girder to the other side of girder, between auxiliary leg, between front leg strut, between middle supporting leg and after Cross moving track is provided between supporting leg.
As a further solution of the present invention: the lower edge of girder is made of H profile steel, and the shape of girder meets engineering mechanics Principle is not only able to satisfy requirement, but also can mitigate weight, reduces via hole amount of deflection, improves safety in utilization.
As a further solution of the present invention: change gear slot position is reserved on girder, without in addition setting track.
As a further solution of the present invention: trolley and overhead traveling crane are all made of hydraulic system and the driving of general hoist engine, are convenient for Replacement and maintenance.
As a further solution of the present invention: multiple anti-supports and middle support being installed, anti-support and middle support pass through drive on girder Dynamic motor driven, which drives anti-idler wheel, and can drive anti-change gear, and technical ability meets the requirement of Bridge Erector via hole, It can achieve the purpose that mobile front leg strut, middle supporting leg, front leg strut cross moving track and middle supporting leg cross moving track again.
As a further solution of the present invention: the maximum working pressure (MWP) of hydraulic system is 31.5MPa.
As a further solution of the present invention: anti-support and middle support are fixed on girder by locking device, are firmly installed Property it is good, and locking device can fix anti-support and middle support in any position of girder.
As a further solution of the present invention: between front leg strut, passing through preceding branch between middle supporting leg respectively between rear support leg Leg crossbeam, middle supporting leg crossbeam are connected with rear support leg crossbeam, and connectivity robustness is good, and the service life is longer.
Compared with prior art, the beneficial effects of the present invention are:
First, this product design rationally, by the cooperation of girder, overhead traveling crane, trolley, supporting leg, cross moving track and hydraulic system, is not adopted The function of Bridge Erector may be implemented without aggravating girder with counter weight type via hole
Second, component is used modularized design by this product, is conveniently replaceable;Girder can remove wherein any one section, thus suitable The erection demand for the bridge for answering radius of curvature small;
Third, this product use hydraulic system, hoist engine and driving motor, nobody manually moves supporting leg and cross moving track, reduce The labor intensity of staff, work efficiency is high.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of Bridge Erector of the walking without counterweight via hole.
Fig. 2 is the structural schematic diagram of front leg strut in Bridge Erector of the walking without counterweight via hole.
Fig. 3 is the structural schematic diagram of middle supporting leg in Bridge Erector of the walking without counterweight via hole.
Fig. 4 is the structural schematic diagram of rear support leg in Bridge Erector of the walking without counterweight via hole.
Wherein: 1- auxiliary leg, 2- front leg strut, 3- overhead traveling crane, 4- girder, supporting leg in 5-, 6- rear support leg, 7- rear support leg are horizontal Beam, 8- front leg strut crossbeam, supporting leg crossbeam in 9-.
Specific embodiment
The technical solution of the patent is explained in further detail With reference to embodiment.
Embodiment 1
A kind of Bridge Erector of the walking without counterweight via hole, including girder 4, supporting leg, trolley and overhead traveling crane 3, the supporting leg include auxiliary Supporting leg 1, front leg strut 2, middle supporting leg 5 and rear support leg 6, trolley are slidably mounted on the upper end of girder 4, and overhead traveling crane 3 is slidably mounted on trolley Upper end, auxiliary leg 1, front leg strut 2, middle supporting leg 5 and rear support leg 6 are installed in the lower end of girder 4 and auxiliary leg 1, preceding Supporting leg 2, middle supporting leg 5 and rear support leg 6 are arranged successively from a side of girder 4 to the other side of girder 4, between auxiliary leg 1, preceding branch Cross moving track is provided between rear support leg 6 between leg 2, between middle supporting leg 5.The lower edge of girder 4 is made of H profile steel, main The shape of beam 4 meets engineering mechanics principle, is not only able to satisfy requirement, but also can mitigate weight, reduces via hole amount of deflection, improves and uses Safety.Change gear slot position is reserved on girder 4, without in addition setting track.Trolley and overhead traveling crane 3 are all made of hydraulic system and general Hoist engine driving, it is easy to replace and maintain.The maximum working pressure (MWP) of hydraulic system is 31.5MPa.The Bridge Erector that via hole finishes Girder 4 forward extends out 2 a part of front leg strut, and the distance between middle supporting leg 5 and rear support leg 6 shorten, the bridge small for radius of curvature The better adaptability of beam.
Embodiment 2
A kind of Bridge Erector of the walking without counterweight via hole, including girder 4, supporting leg, trolley and overhead traveling crane 3, the supporting leg include auxiliary Supporting leg 1, front leg strut 2, middle supporting leg 5 and rear support leg 6, trolley are slidably mounted on the upper end of girder 4, and overhead traveling crane 3 is slidably mounted on trolley Upper end, auxiliary leg 1, front leg strut 2, middle supporting leg 5 and rear support leg 6 are installed in the lower end of girder 4 and auxiliary leg 1, preceding Supporting leg 2, middle supporting leg 5 and rear support leg 6 are arranged successively from a side of girder 4 to the other side of girder 4, between auxiliary leg 1, preceding branch Between leg 2, cross moving track is provided between middle supporting leg 5 between rear support leg 6, the connector of cross moving track can be interchanged, reach The purpose of modularized design.Multiple anti-supports and middle support are installed, anti-support and middle support are driven by driving motor, should on girder 4 Driving motor technical ability drives anti-idler wheel, and can drive anti-change gear, and technical ability meets the requirement of Bridge Erector via hole, and before capable of reaching and moving The purpose of supporting leg 2, middle supporting leg 5, front leg strut cross moving track and middle supporting leg cross moving track.Anti- support and middle support are solid by locking device It is scheduled on girder 4, installation fastness is good, and locking device can fix anti-support and middle support in any position of girder 4, preceding At supporting leg 2 and at middle supporting leg 5 it is anti-support and middle support can any transposition, auxiliary leg 1, front leg strut 2, middle supporting leg 5 and after Supporting leg 6 is increased place and can arbitrarily be exchanged, and the connector of girder can be interchanged, and achieve the purpose that modularized design.Front leg strut 2 it Between, be connected respectively by front leg strut crossbeam 8, middle supporting leg crossbeam 9 with rear support leg crossbeam 7 between rear support leg 6 between middle supporting leg 5, Connectivity robustness is good, and the service life is longer.
The working principle of the invention is: this product passes through girder 4, overhead traveling crane 3, trolley, supporting leg, cross moving track and hydraulic system Cooperation, do not use counter weight type via hole, without aggravating girder 4, the function of Bridge Erector may be implemented
Component is used modularized design by this product, is conveniently replaceable;Girder 4 can remove wherein any one section, to adapt to song The erection demand of the small bridge of rate radius.
The effect of two-way erection may be implemented using symmetrical setting in girder 4.
This product uses hydraulic system, hoist engine and driving motor, nobody manually moves supporting leg and cross moving track, reduces The labor intensity of staff, work efficiency is high.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art The other embodiments being understood that.

Claims (8)

1. a kind of Bridge Erector of walking without counterweight via hole, which is characterized in that including girder (4), supporting leg, trolley and overhead traveling crane (3), The supporting leg includes auxiliary leg (1), front leg strut (2), middle supporting leg (5) and rear support leg (6), and trolley is slidably mounted on girder (4) Upper end, overhead traveling crane (3) is slidably mounted on the upper end of trolley, auxiliary leg (1), front leg strut (2), middle supporting leg (5) and rear support leg (6) It is installed in the lower end of girder (4) and auxiliary leg (1), front leg strut (2), middle supporting leg (5) and rear support leg (6) is from girder (4) A side be arranged successively to the other side of girder (4), between auxiliary leg (1), between front leg strut (2), between middle supporting leg (5) and Rear support leg is provided with cross moving track between (6).
2. Bridge Erector of the walking according to claim 1 without counterweight via hole, which is characterized in that under the girder (4) String is made of H profile steel, and the shape of girder (4) meets engineering mechanics principle.
3. Bridge Erector of the walking according to claim 1 or 2 without counterweight via hole, which is characterized in that on the girder (4) It is reserved with change gear slot position.
4. Bridge Erector of the walking according to claim 1 without counterweight via hole, which is characterized in that the trolley and overhead traveling crane (3) hydraulic system and the driving of general hoist engine are all made of.
5. Bridge Erector of the walking according to claim 1 without counterweight via hole, which is characterized in that pacify on the girder (4) Equipped with multiple anti-supports and middle support, anti-support and middle support are driven by driving motor.
6. Bridge Erector of the walking according to claim 4 without counterweight via hole, which is characterized in that the hydraulic system is most Big operating pressure is 31.5MPa.
7. Bridge Erector of the walking according to claim 5 without counterweight via hole, which is characterized in that the anti-support and middle support are equal It is fixed on girder (4) by locking device.
8. Bridge Erector of the walking according to claim 1 without counterweight via hole, which is characterized in that the front leg strut (2) it Between, be connected respectively by front leg strut crossbeam, middle supporting leg crossbeam with rear support leg crossbeam between rear support leg (6) between middle supporting leg (5).
CN201811481749.7A 2018-12-05 2018-12-05 A kind of Bridge Erector of the walking without counterweight via hole Pending CN109577204A (en)

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Application Number Priority Date Filing Date Title
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110700098A (en) * 2019-10-09 2020-01-17 中建市政工程有限公司 Safe crossing method for double-guide-beam type bridge girder erection machine
CN111074792A (en) * 2020-01-03 2020-04-28 北京中铁建北方路桥工程有限公司 Large-span bridge fabrication machine and sliding device thereof
CN112095473A (en) * 2020-09-10 2020-12-18 中交第二航务工程局有限公司 Double-guide-beam bridge girder erection machine turning method
CN113373814A (en) * 2021-06-11 2021-09-10 中铁工程机械研究设计院有限公司 Highway bridge erecting method
CN114481837A (en) * 2021-12-23 2022-05-13 河南钰源智能装备有限公司 Bridge girder erection machine without counterweight via hole
CN116497760A (en) * 2023-06-29 2023-07-28 中交第一航务工程局有限公司 Installation method of gravity type caisson wharf precast beam slab bridge girder erection machine

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201695345U (en) * 2009-12-25 2011-01-05 张秀臣 Striding pierced type bridge erector
CN202688883U (en) * 2012-07-13 2013-01-23 徐州徐工铁路装备有限公司 Intermediate supporting mechanism for bridge girder erection machine of road
CN202766979U (en) * 2012-07-24 2013-03-06 徐州徐工铁路装备有限公司 Walking-pedrail bridge girder erection machine landing leg walking mechanism
US20140251936A1 (en) * 2013-03-06 2014-09-11 Mark Carney Bridge span replacement system
CN108252223A (en) * 2018-02-07 2018-07-06 中铁大桥勘测设计院集团有限公司 The installation method and connection structure of the horizontal-associate structure of steel truss girder
CN207646617U (en) * 2017-11-22 2018-07-24 浙江中建路桥设备有限公司 A kind of integration bridge machine
CN207904782U (en) * 2018-01-31 2018-09-25 中国铁路总公司 Large span crosses tunnel box beam bridge formation machine
CN108824218A (en) * 2018-08-24 2018-11-16 徐州徐工铁路装备有限公司 A kind of twin beams walking bridging machine that box beam erection is set a roof beam in place with compatible high-speed rail list two-wire

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201695345U (en) * 2009-12-25 2011-01-05 张秀臣 Striding pierced type bridge erector
CN202688883U (en) * 2012-07-13 2013-01-23 徐州徐工铁路装备有限公司 Intermediate supporting mechanism for bridge girder erection machine of road
CN202766979U (en) * 2012-07-24 2013-03-06 徐州徐工铁路装备有限公司 Walking-pedrail bridge girder erection machine landing leg walking mechanism
US20140251936A1 (en) * 2013-03-06 2014-09-11 Mark Carney Bridge span replacement system
CN207646617U (en) * 2017-11-22 2018-07-24 浙江中建路桥设备有限公司 A kind of integration bridge machine
CN207904782U (en) * 2018-01-31 2018-09-25 中国铁路总公司 Large span crosses tunnel box beam bridge formation machine
CN108252223A (en) * 2018-02-07 2018-07-06 中铁大桥勘测设计院集团有限公司 The installation method and connection structure of the horizontal-associate structure of steel truss girder
CN108824218A (en) * 2018-08-24 2018-11-16 徐州徐工铁路装备有限公司 A kind of twin beams walking bridging machine that box beam erection is set a roof beam in place with compatible high-speed rail list two-wire

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110700098A (en) * 2019-10-09 2020-01-17 中建市政工程有限公司 Safe crossing method for double-guide-beam type bridge girder erection machine
CN110700098B (en) * 2019-10-09 2021-05-11 中建市政工程有限公司 Safe crossing method for double-guide-beam type bridge girder erection machine
CN111074792A (en) * 2020-01-03 2020-04-28 北京中铁建北方路桥工程有限公司 Large-span bridge fabrication machine and sliding device thereof
CN112095473A (en) * 2020-09-10 2020-12-18 中交第二航务工程局有限公司 Double-guide-beam bridge girder erection machine turning method
CN112095473B (en) * 2020-09-10 2021-11-02 中交第二航务工程局有限公司 Double-guide-beam bridge girder erection machine turning method
CN113373814A (en) * 2021-06-11 2021-09-10 中铁工程机械研究设计院有限公司 Highway bridge erecting method
CN114481837A (en) * 2021-12-23 2022-05-13 河南钰源智能装备有限公司 Bridge girder erection machine without counterweight via hole
CN116497760A (en) * 2023-06-29 2023-07-28 中交第一航务工程局有限公司 Installation method of gravity type caisson wharf precast beam slab bridge girder erection machine
CN116497760B (en) * 2023-06-29 2023-11-21 中交第一航务工程局有限公司 Installation method of gravity type caisson wharf precast beam slab bridge girder erection machine

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Application publication date: 20190405