CN208733919U - Steel girder erection device for historic reservation - Google Patents

Steel girder erection device for historic reservation Download PDF

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Publication number
CN208733919U
CN208733919U CN201821107332.XU CN201821107332U CN208733919U CN 208733919 U CN208733919 U CN 208733919U CN 201821107332 U CN201821107332 U CN 201821107332U CN 208733919 U CN208733919 U CN 208733919U
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CN
China
Prior art keywords
steel pipe
supporting steel
girder erection
wirerope
pulley
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Active
Application number
CN201821107332.XU
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Chinese (zh)
Inventor
牛文庆
陈琰娇
苏文俊
孙琪
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Gansu China Railway Construction Engineering Co.,Ltd.
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Northwest Research Institute Co Ltd of CREC
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Priority to CN201821107332.XU priority Critical patent/CN208733919U/en
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Publication of CN208733919U publication Critical patent/CN208733919U/en
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Abstract

The utility model proposes the steel girder erection devices for historic reservation, including two root bottom part column steel pipes and two supporting steel pipes, the internal diameter of bottom column steel pipe is greater than the outer diameter of supporting steel pipe, the top of supporting steel pipe is rotatably connected to pulley, wirerope is provided on pulley, one end of wirerope is connected with hook, the other end of wirerope is connected with hoist engine, the lower part of supporting steel pipe is fixedly connected with the reinforcing bar of several claw types arrangement, the lower end of supporting steel pipe is set in the upper end of bottom column steel pipe, the reinforcing bar of claw type arrangement is for playing the role of fixed supporting steel pipe.The utility model space occupied is small, will not waste of resource, it is easy for construction, can shift and carry flexibly.

Description

Steel girder erection device for historic reservation
Technical field
The utility model relates to steel girder erection devices, in particular to are used for the steel girder erection device of historic reservation.
Background technique
Historic reservation is since environment has particularity, thus construction has to comply with the relevant laws and regulations of historical relic's protection, Work progress adheres to the principle of minimum of interference, the disturbance of strict control construction personnel and mechanical equipment to historical relic.Historical relic is lost The construction of location area is then directly forbidden to use big machinery construction, using manually constructing.However construction can not in historic reservation It avoids that steel girder erection work can be encountered, due to the influence of construction environment, large-scale hoisting machinery can not be in historic reservation operation. So the steel girder erection work of historic reservation becomes the difficult point of cultural sight area construction.
Existing historic reservation steel girder erection mode:
1) scaffold.Construction area sets up full hall scaffold, and the arrangement of scaffold upright rod avoids cultural sight area.Foot After the completion of hand cradle is set up, artificial vertical lifting is carried out by scaffold and sets up girder steel.
2) winch hoister device.Construction area sets up small-sized scaffold, and cultural sight area is avoided in scaffold building position. Winch hoister is installed after the completion of scaffold building, vertical transport girder steel is carried out by winch hoister and cooperates artificial progress frame If.
3) cock device for hoisting.Construction area sets up small-sized scaffold, and cultural sight area is avoided in scaffold building position.Foot hand Frame installs cock device for hoisting after the completion of setting up above, hangs vertical transport girder steel by cock, and cooperate and manually set up.
The steel girder erection device disadvantage of existing historic reservation is main are as follows:
1, space occupied is big, serious waste of resources, and existing vertical transport process must set up scaffold.Scaffolding work one As occupied space it is larger, the wastings of resources such as steel pipe are more serious.
2, construction is inconvenient, because existing steel girder erection device must be support with scaffold, thus before steel girder erection implementation Scaffold must be first set up, scaffold is dismantled after erection, work progress is extremely inconvenient.
3, it can not shift, carry not flexible.Steel girder erection device can only carry out steel girder erection in fixed location, be converted to First it must dismantle and reinstall elsewhere.Steel girder erection process is not flexible, is unable to satisfy in text guarantor's engineering steel on a large scale Beams Erection Construction.
For disadvantages mentioned above, this patent makes convenient, flexible steel girder erection device using steel pipe, reinforcing bar and pulley.
Utility model content
The utility model proposes the steel girder erection devices for historic reservation, solve the steel of existing historic reservation Erection device haves the defects that big space occupied, serious waste of resources, construction is inconvenient, can not shift and carry not flexible etc..
The technical solution of the utility model is achieved in that
For the steel girder erection device of historic reservation, including two root bottom part column steel pipes and two supporting steel pipes, bottom The internal diameter of column steel pipe is greater than the outer diameter of supporting steel pipe, and the top of supporting steel pipe is rotatably connected to pulley, is provided with steel on pulley Cord, one end of wirerope are connected with hook, and the other end of wirerope is connected with hoist engine, and the lower part of supporting steel pipe is fixedly connected The reinforcing bar for having several claw types to arrange, the lower end of supporting steel pipe are set in the upper end of bottom column steel pipe, the steel of claw type arrangement Muscle is for playing the role of fixed supporting steel pipe.
Further, a trunnion axis is fixedly connected on the supporting steel pipe, trunnion axis passes through the supporting steel pipe, the cunning Wheel is rotatablely connected by bearing and horizontal rotating shaft.
Further, the reinforcing bar includes upper support bar and lower vertical bar.
Further, the upper support bar is tilting bar or curved rod.
The utility model has the beneficial effects that
1, the utility model does not set up scaffold during steel girder erection, reduces construction area space, saves Resource.
2, the utility model erection girder steel is fast flexible, is easily installed and dismantles.
3, the material of the utility model production is less, and manufacturing process is simple and fast, at low cost, high production efficiency.
4, the utility model has adhered to " minimum of interference " principle during assembling and steel girder erection, can effectively protect historical relic The historical relic of protection zone is more applicable in the construction of historic reservation steel girder erection.
5, the utility model can be recycled, and save resource and cost, belong to energy-saving and environment friendly product, and application prospect is wide It is wealthy.
6, the utility model saves manually during steel girder erection, reduces working procedure, can save and be constructed into This.
7, it is short to carry out the steel girder erection construction time for the utility model, can effectively shorten the construction period of steel girder erection.
8, the utility model sets up the steel girder erection in building engineering construction field and is applicable in, and application range is wider.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is structural schematic diagram of the utility model for the steel girder erection device of historic reservation.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
Referring to Fig.1, the steel girder erection device for historic reservation, including two root bottom part column steel pipes 1 and two supports Steel pipe 2, the internal diameter of bottom column steel pipe 1 are greater than the outer diameter of supporting steel pipe 2, and the top of supporting steel pipe 2 is rotatably connected to pulley 3, Wirerope 4 is provided on pulley 3, one end of wirerope 4 is connected with hook 5, and the other end of wirerope 4 is connected with hoist engine 6, branch The lower part of support steel pipe 2 is fixedly connected with the reinforcing bar 7 of several claw types arrangement, and the lower end of supporting steel pipe 2 is set in bottom column steel In the upper end of pipe 1, the reinforcing bar 7 of claw type arrangement is for playing the role of fixed supporting steel pipe 2.
In the present embodiment, it is fixedly connected with a trunnion axis (not shown) on the supporting steel pipe 2, trunnion axis passes through described Supporting steel pipe 2, the pulley 3 are rotatablely connected by bearing (not shown) and horizontal rotating shaft.It is of course also possible to be pulley 3 and water Flat axis is fixedly connected, and then trunnion axis is rotatably connected on supporting steel pipe 2 by bearing.
In the present embodiment, the reinforcing bar 7 includes upper support bar 71 and lower vertical bar 72, and the upper support bar 71 is inclination Bar or curved rod.Upper support bar 71 is arranged to tilting bar or curved rod, is adapted to the bottom column steel pipe 1 of different-diameter, fits It is wider with range.
The utility model specifically used method is as follows:
Firstly, first bottom column steel pipe 1 is fixed and is stood on the ground in steel girder erection position;
Secondly, the lower end of supporting steel pipe 2 is set in the upper end of bottom column steel pipe 1, the reinforcing bar 7 of claw type arrangement is located at On the lateral wall of bottom column steel pipe 1, the reinforcing bar 7 of claw type arrangement plays the role of fixed supporting steel pipe 2;
Again, wirerope 4 passes through pulley, and one end is connect by hook 5 with girder steel, and the hoist engine 6 on the other end and ground connects It connects;
Finally, the hoist engine 6 on starting ground, hoisting steel beam manually place girder steel after steel beam lifting to corresponding absolute altitude, The utility model is dismantled after the completion of steel girder erection, and the utility model is moved into other positions and carries out next erection across girder steel.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model Protection scope within.

Claims (4)

1. being used for the steel girder erection device of historic reservation, it is characterised in that: supported including two root bottom part column steel pipes and two Steel pipe, the internal diameter of bottom column steel pipe are greater than the outer diameter of supporting steel pipe, and the top of supporting steel pipe is rotatably connected to pulley, on pulley It is provided with wirerope, one end of wirerope is connected with hook, and the other end of wirerope is connected with hoist engine, the lower part of supporting steel pipe It is fixedly connected with the reinforcing bar of several claw types arrangement, the lower end of supporting steel pipe is set in the upper end of bottom column steel pipe, claw type The reinforcing bar of arrangement is for playing the role of fixed supporting steel pipe.
2. being used for the steel girder erection device of historic reservation as described in claim 1, it is characterised in that: on the supporting steel pipe It is fixedly connected with a trunnion axis, trunnion axis passes through the supporting steel pipe, and the pulley is rotatablely connected by bearing and horizontal rotating shaft.
3. being used for the steel girder erection device of historic reservation as claimed in claim 1 or 2, it is characterised in that: the reinforcing bar packet Include upper support bar and lower vertical bar.
4. being used for the steel girder erection device of historic reservation as claimed in claim 3, it is characterised in that: the upper support bar is Tilting bar or curved rod.
CN201821107332.XU 2018-07-12 2018-07-12 Steel girder erection device for historic reservation Active CN208733919U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821107332.XU CN208733919U (en) 2018-07-12 2018-07-12 Steel girder erection device for historic reservation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821107332.XU CN208733919U (en) 2018-07-12 2018-07-12 Steel girder erection device for historic reservation

Publications (1)

Publication Number Publication Date
CN208733919U true CN208733919U (en) 2019-04-12

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821107332.XU Active CN208733919U (en) 2018-07-12 2018-07-12 Steel girder erection device for historic reservation

Country Status (1)

Country Link
CN (1) CN208733919U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115492387A (en) * 2022-09-15 2022-12-20 中建八局第一建设有限公司 Creeping formwork integrated material hoisting system and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115492387A (en) * 2022-09-15 2022-12-20 中建八局第一建设有限公司 Creeping formwork integrated material hoisting system and construction method thereof
CN115492387B (en) * 2022-09-15 2023-08-11 中建八局第一建设有限公司 Climbing form integrated material hoisting system and construction method thereof

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GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20200716

Address after: 730000 No. 365, East Democratic Road, Chengguan District, Gansu, Lanzhou

Patentee after: Gansu China Railway Construction Engineering Co.,Ltd.

Address before: 730000 No. 365, East Democratic Road, Chengguan District, Gansu, Lanzhou

Patentee before: NORTHWEST RESEARCH INSTITUTE Co.,Ltd. OF C R E C

TR01 Transfer of patent right