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CN203475323U - Half-range open type movable working trolley - Google Patents

Half-range open type movable working trolley Download PDF

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Publication number
CN203475323U
CN203475323U CN201320511421.1U CN201320511421U CN203475323U CN 203475323 U CN203475323 U CN 203475323U CN 201320511421 U CN201320511421 U CN 201320511421U CN 203475323 U CN203475323 U CN 203475323U
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CN
China
Prior art keywords
spandrel girder
truss
upper beam
job platform
closing type
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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
CN201320511421.1U
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Chinese (zh)
Inventor
李永军
朱晓明
刘华
潘中明
苏庆坤
田新平
赵军科
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.)
CCCC SHB First Engineering Co Ltd
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CCCC SHB First Engineering Co Ltd
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Priority to CN201320511421.1U priority Critical patent/CN203475323U/en
Application granted granted Critical
Publication of CN203475323U publication Critical patent/CN203475323U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a half-range open type movable working trolley. The half-range open type movable working trolley comprises a working platform, and further comprises an axle floor flat car and an L-shaped spandrel girder. The working platform is hinged to the axle floor flat car through the spandrel girder. The axle floor flat car comprises a truss, walking wheels, a balance weight frame and a traction winch, the walking wheels are connected with the lower portion of the truss, the balance weight frame is connected with the side wall of the truss, and the traction winch is connected with the upper portion of the truss. The balance weight frame is provided with a balance weight. The spandrel girder is composed of an upper beam and a vertical spandrel girder. One end of the upper beam is hinged to the center of the upper portion of the truss. The other end of the upper beam is connected with a steel rope of the traction winch. The two ends of the vertical spandrel girder are connected with the upper beam and the working platform respectively. The half-range open type movable working trolley has the advantages that the half-range open type movable working platform breaks through a scaffold scheme and a suspension scheme, materials are saved while the stability of the working platform structure is guaranteed, construction is convenient and fast, the construction period is shortened, and the half-range open type movable working trolley has good economic and social benefits.

Description

Half range opening-closing type moving workbench vehicle
Technical field
The utility model relates to the construction equipment of bridge engineering, specifically refers to a kind of half range opening-closing type moving workbench vehicle.
Background technology
At present, in engineering construction, the conventional scaffold and more as operation platform for suspention monolithic that adopts, this kind of operation platform poor stability, safety are low; Often across after completing, operation platform need be transferred and is transported to next across, troublesome poeration, and the construction period is longer.
Summary of the invention
The purpose of this utility model is to provide a kind of employing shaped steel processing, material is project current material, difficulty of processing is less, the higher working area of safety in structure use procedure meets construction requirement, do not affect bridge floor driving, cross pier process operation simple and easy, easily construction machinery availability is high, workload is less, saves the duration.
For achieving the above object, the half range opening-closing type moving workbench vehicle that the utility model is designed, comprises job platform, it is characterized in that: also comprise the spandrel girder of bridge floor flatcar and " L " shape, described job platform is hinged by spandrel girder and bridge floor flatcar; Described bridge floor flatcar comprises truss, the running wheel being connected with the bottom of truss, the counterweight frame being connected with the sidewall of truss and the rack winch being connected with the top of truss; Described counterweight frame is provided with balancing weight; Described spandrel girder is comprised of upper beam and vertical spandrel girder; One end of described upper beam and truss central upper portion are hinged, and the other end of upper beam is connected with the steel ropes of rack winch; The two ends of described vertical spandrel girder are connected with job platform with upper beam respectively.
As preferred version, described vertical spandrel girder is " V " ellbeam structure, and the upper and lower end of vertical spandrel girder is connected with job platform with upper beam respectively.
Further, described truss, running wheel, counterweight frame and rack winch form by work 50 shaped steel; Described balancing weight is concrete block.
Further, described job platform encloses the frame construction forming for the expanded metal lath by the first longeron, the second longeron and the bottom of sidepiece.
Further, described the first longeron, the second longeron and expanded metal lath are by work 12.6 shaped steel and [8 shaped steel compositions.
Further, described upper beam is comprised of work 40 shaped steel; Described vertical spandrel girder is comprised of work 25 shaped steel.
Further, described job platform length is 9m.
The utility model has the advantage of: this half-open box-like mobile operating platform, break through scaffold scheme, suspension solution, in the stability that guarantees job platform structure, saved material, convenient and quick construction, shorten the construction period, there is good economic and social benefit.
Accompanying drawing explanation
Fig. 1 is job state schematic diagram of the present utility model.
Fig. 2 is walking states schematic diagram of the present utility model.
Fig. 3 is the plan structure schematic diagram of the utility model bridge floor flatcar.
Fig. 4 is the side-looking structural representation of the utility model bridge floor flatcar.
In figure: job platform 1, bridge floor flatcar 2, truss 21, running wheel 22, counterweight frame 23, rack winch 24, balancing weight 25, spandrel girder 3, upper beam 31, vertical spandrel girder 32,321, lower end, upper end 322, the first longeron 4, the second longerons 5, expanded metal lath 6.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Half range opening-closing type moving workbench vehicle as shown in the figure, comprises job platform 1, it is characterized in that: also comprise the spandrel girder 3 of bridge floor flatcar 2 and " L " shape, job platform 1 is hinged by spandrel girder 3 and bridge floor flatcar 2; The rack winch 24 that the counterweight frame 23 that bridge floor flatcar 2 comprises truss 21, the running wheel 22 being connected with the bottom of truss 21, be connected with the sidewall of truss 21 is connected with the top with truss 21; Counterweight frame 23 is provided with balancing weight 25; Spandrel girder 3 is comprised of upper beam 31 and vertical spandrel girder 32; One end of upper beam 31 and truss 21 central upper portion are hinged, and the other end of upper beam 31 is connected with the steel ropes of rack winch 24; The two ends of vertical spandrel girder 32 are connected with job platform 1 with upper beam 31 respectively.
Vertical spandrel girder 32 is " V " ellbeam structure, and the upper and lower end 321,322 of vertical spandrel girder 32 is connected with job platform 1 with upper beam 31 respectively; Truss 21, running wheel 22, counterweight frame 23 and rack winch 24 form by work 50 shaped steel; Balancing weight 25 is concrete block; Job platform 1 encloses the frame construction forming for the expanded metal lath 6 of the first longeron 4, the second longeron 5 and bottom by sidepiece; The first longeron 4, the second longeron 5 and expanded metal lath 6 are by work 12.6 shaped steel and [8 shaped steel form; Upper beam 31 is comprised of work 40 shaped steel; Vertical spandrel girder 32 is comprised of work 25 shaped steel; Job platform 1 length is 9m.
The course of work of the present utility model is as follows: the utility model can be used in the bridge maintenances such as the beam reinforcement, the application of beam body, bearing replacement of simply supported girder bridge.According to design drawing, in conjunction with field condition and construction speed arrangement, determine high pier across and waterbornely across carbon fiber reinforcement construction, adopt half range opening-closing type job platform to construct.According to Design of Construction Organization, unpowered load on job platform, dead load design load is 1KPa, mobile load design load is 3KPa.
1, first according to engineering design, platform distribution beam, platform spandrel girder, vertical spandrel girder 32, upper beam 31 are checked, counterweight is calculated;
2, equipment is assembled: it is assembled that this equipment divides two parts to carry out, be respectively bridge floor flatcar 2 and job platform 1(and comprise upper beam 31, vertical carrier bar 32 and job platform 1 part), on bridge floor by above-mentioned two parts are assembled complete after, fixedly bridge floor flatcar 2, utilize crane to install job platform 1 part.
Duty of the present utility model:
As shown in Figure 1, during the utility model equipment working state, be two synchronization jobs, make to form under bridge the job platform 1 that view picture length is 9m, job platform 1 can be by regulating the length of vertical spandrel girder 32 to realize, to be applicable to the repair construction of bridge of different deck-moldings apart from the height at the bottom of beam.Duty adopts the rack winch 24 being arranged on bridge floor flatcar 2 to draw reach, to realize job platform 1, moves to next operating area.
The pier walking states of crossing of the present utility model:
When job platform 1 is crossed pier, the type movable articles such as the instrument on job platform 1, material need be moved on on bridge floor, constructor withdraws to bridge floor.On Inspection platform 1, without after movable object, can open job platform 1.Utilize crane lifting upper beam 31 outside suspension centres, till making job platform 1 all stretch out bridge pier scope, upper beam 31 is rotated approximately 60 ° around pin joint, then adopts 4 5t chain block oblique pulls to bridge floor flatcar 2 upper beam 31.After checking that bridge floor flatcar 2 mistake piers are accessible, utilize rack winch 24 traction bridge floor flatcars 2 reaches to pass through bridge pier.After bridge floor flatcar 2 is all by bridge pier, recycling crane hangs upper beam 31, removes chain block oblique pull, transfers job platform 1, reaches duty, and finishing equipment is crossed pier walking operation.
Points for attention: job platform 1 adopts shaped steel oblique pull firmly to connect with vertical spandrel girder 32.

Claims (8)

1. a half range opening-closing type moving workbench vehicle, comprises job platform (1), it is characterized in that: also comprise the spandrel girder (3) of bridge floor flatcar (2) and " L " shape, described job platform (1) is hinged by spandrel girder (3) and bridge floor flatcar (2); The rack winch (24) that the counterweight frame (23) that described bridge floor flatcar (2) comprises truss (21), the running wheel (22) being connected with the bottom of truss (21), be connected with the sidewall of truss (21) is connected with the top with truss (21); Described counterweight frame (23) is provided with balancing weight (25); Described spandrel girder (3) is comprised of upper beam (31) and vertical spandrel girder (32); One end of described upper beam (31) and truss (21) central upper portion are hinged, and the other end of upper beam (31) is connected with the steel ropes of rack winch (24); The two ends of described vertical spandrel girder (32) are connected with job platform (1) with upper beam (31) respectively.
2. half range opening-closing type moving workbench vehicle according to claim 1, it is characterized in that: described vertical spandrel girder (32) is " V " ellbeam structure, and the upper and lower end (321,322) of vertical spandrel girder (32) is connected with job platform (1) with upper beam (31) respectively.
3. half range opening-closing type moving workbench vehicle according to claim 1 and 2, is characterized in that: described truss (21), running wheel (22), counterweight frame (23) and rack winch (24) form by work 50 shaped steel; Described balancing weight (25) is concrete block.
4. half range opening-closing type moving workbench vehicle according to claim 1 and 2, is characterized in that: described job platform (1) is by the expanded metal lath (6) of the first longeron (4), the second longeron (5) and the bottom of sidepiece, to be enclosed the frame construction of formation.
5. half range opening-closing type moving workbench vehicle according to claim 3, is characterized in that: described job platform (1) is by the expanded metal lath (6) of the first longeron (4), the second longeron (5) and the bottom of sidepiece, to be enclosed the frame construction of formation.
6. half range opening-closing type moving workbench vehicle according to claim 5, is characterized in that: described the first longeron (4), the second longeron (5) and expanded metal lath (6) are by work 12.6 shaped steel and [8 shaped steel form.
7. half range opening-closing type moving workbench vehicle according to claim 1 and 2, is characterized in that: described upper beam (31) is comprised of work 40 shaped steel; Described vertical spandrel girder (32) is comprised of work 25 shaped steel.
8. half range opening-closing type moving workbench vehicle according to claim 1 and 2, is characterized in that: described job platform (1) length is 9m.
CN201320511421.1U 2013-08-21 2013-08-21 Half-range open type movable working trolley Expired - Fee Related CN203475323U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320511421.1U CN203475323U (en) 2013-08-21 2013-08-21 Half-range open type movable working trolley

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320511421.1U CN203475323U (en) 2013-08-21 2013-08-21 Half-range open type movable working trolley

Publications (1)

Publication Number Publication Date
CN203475323U true CN203475323U (en) 2014-03-12

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CN201320511421.1U Expired - Fee Related CN203475323U (en) 2013-08-21 2013-08-21 Half-range open type movable working trolley

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107298392A (en) * 2017-08-25 2017-10-27 黄河科技学院 Urban viaduct construction in later period is combined the unit with multi-functional lifting and hanging basket
CN107460828A (en) * 2017-08-31 2017-12-12 中铁宝桥集团有限公司 Portable combination beam bridge location mounting platform and application method
CN108643039A (en) * 2018-05-08 2018-10-12 宁夏路桥工程股份有限公司 A kind of safe work platform of beam bridge steel web application
CN111318847A (en) * 2020-03-25 2020-06-23 荆门诺恒科技有限公司 Aeroengine experiment pulley and welding process

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107298392A (en) * 2017-08-25 2017-10-27 黄河科技学院 Urban viaduct construction in later period is combined the unit with multi-functional lifting and hanging basket
CN107298392B (en) * 2017-08-25 2019-09-13 黄河科技学院 Urban viaduct construction in later period is combined the unit with multi-functional lifting and hanging basket
CN107460828A (en) * 2017-08-31 2017-12-12 中铁宝桥集团有限公司 Portable combination beam bridge location mounting platform and application method
CN107460828B (en) * 2017-08-31 2023-10-27 中铁宝桥集团有限公司 Mobile combined Liang Qiaowei mounting platform and use method thereof
CN108643039A (en) * 2018-05-08 2018-10-12 宁夏路桥工程股份有限公司 A kind of safe work platform of beam bridge steel web application
CN111318847A (en) * 2020-03-25 2020-06-23 荆门诺恒科技有限公司 Aeroengine experiment pulley and welding process

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140312

Termination date: 20210821

CF01 Termination of patent right due to non-payment of annual fee