CN204355942U - For the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting - Google Patents

For the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting Download PDF

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Publication number
CN204355942U
CN204355942U CN201420808769.1U CN201420808769U CN204355942U CN 204355942 U CN204355942 U CN 204355942U CN 201420808769 U CN201420808769 U CN 201420808769U CN 204355942 U CN204355942 U CN 204355942U
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CN
China
Prior art keywords
lifting rope
steel pipe
round steel
wallboard
suspension centre
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
CN201420808769.1U
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Chinese (zh)
Inventor
焦安亮
黄延铮
张中善
刘建
郜玉芬
侯涛
侯振国
窦国举
石啸威
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China Construction Seventh Engineering Division Corp Ltd
Original Assignee
China Construction Seventh Engineering Division Corp 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 Construction Seventh Engineering Division Corp Ltd filed Critical China Construction Seventh Engineering Division Corp Ltd
Priority to CN201420808769.1U priority Critical patent/CN204355942U/en
Application granted granted Critical
Publication of CN204355942U publication Critical patent/CN204355942U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of suspension centre adjustable carrying pole beam construction for prefabricated panel lifting, the hanging apparatus comprising shoulder pole girder main body and be arranged in shoulder pole girder main body; Described shoulder pole girder main body by several horizontal-extending and all consistent round steel pipe (1) of each shape of cross section be welded to form; Described hanging apparatus has comprised shackle plate (2), wallboard lifting rope (3) and buckle (4), play the two ends, left and right that shackle plate (2) is arranged on round steel pipe (1), wallboard lifting rope (3) hangs in the middle part of the pipe shaft of round steel pipe (1), and the pipe shaft that buckle (4) is stuck in round steel pipe is positioned at the left and right sides of wallboard lifting rope (3).Because the agent structure of shoulder pole girder adopts round steel pipe, rigidity been significantly enhanced, and thus solves unstable phenomenon, and hoisting weight is born by round steel pipe and be ensure that lifting quality and safety; In addition, the most important feature of this shoulder pole girder be suspension centre according to wallboard adjustable length, the wallboard for different length is installed, and significantly improves work efficiency during lifting.

Description

For the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting
Technical field
The utility model relates to building engineering mounting structure technical field, in particular for the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting.
Background technology
In steel structure, the normal shoulder pole girder that adopts carries out auxiliary lifting.Shoulder pole girder plays uniform power transmission, reduces deflection during lifting component.The lifting of fabricated structure prefabricated components (beam, post), the auxiliary lifting of less employing shoulder pole girder.Its major cause be precast beam, post cross section less, in hoisting process, component also need not remain level or plumbness, can directly adopt loop wheel machine to install.And the prefabricated panel in fabricated structure, must keep vertical in hoisting process, otherwise easily produce wallboard torsion, the phenomenons such as installation site is inaccurate.Arrange shoulder pole girder can address these problems.But general shoulder pole girder only establishes two fixing otic placodes, is not suitable for the lifting of different length wallboard.
Utility model content
Technical problem to be solved in the utility model, for above-mentioned the deficiencies in the prior art, there is provided a kind of suspension centre adjustable carrying pole beam construction for prefabricated panel lifting, the suspension centre of this shoulder pole girder structure can adjust according to wallboard length, and the wallboard for different length is installed.
The technical scheme that the suspension centre adjustable carrying pole beam construction that the utility model is used for prefabricated panel lifting adopts is as follows:
The utility model is used for the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting, comprises shoulder pole girder main body and is arranged on the hanging apparatus in shoulder pole girder main body; Described shoulder pole girder main body by several horizontal-extending and all consistent round steel pipe of each shape of cross section be welded to form; Described hanging apparatus has comprised shackle plate, wallboard lifting rope and buckle, and play shackle plate and be arranged on the two ends, left and right of round steel pipe, wallboard lifting rope hangs in the middle part of the pipe shaft of round steel pipe, and the pipe shaft that buckle is stuck in round steel pipe is positioned at the left and right sides of wallboard lifting rope.By shoulder pole girder main body being arranged to the mode that round steel pipe connects with tandem shafts, rigidity of the present utility model being been significantly enhanced, thus efficiently solves unstable phenomenon.Play shackle plate to be used for being connected with the hoisting machine of top, wallboard lifting rope is used for being connected with the prefabricated panel of below, and wallboard lifting rope can move adjustment position on the pipe shaft of round steel pipe, buckle is used for being locked to the wallboard lifting rope of adjustment good position, prevents wallboard lifting rope to be subjected to displacement when lifting.So, because hoisting weight is born by round steel pipe, ensure that lifting quality and safety.
As preferred version of the present utility model, described wallboard lifting rope has two, the corresponding one group of buckle of every root, often organize buckle have two be separately positioned on a wallboard lifting rope the left and right sides.Two wallboard lifting rope can from left and right, the prefabricated panel of two suspension centres to below lifts respectively, be buckled in before not locking and can horizontally slip on the pipe shaft of round steel pipe, after automatic adjustment suspension centre makes wallboard lifting rope parallel with wallboard, the mobile buckle laying respectively at wallboard lifting rope the right and left, after clamping, tension buckle is braked thus is fixed the position of wallboard lifting rope.
As preferred version of the present utility model, described shackle plate radial direction is interted and is weldingly fixed on round steel pipe body.
As preferred version of the present utility model, described shackle plate is that isosceles trapezoid plays shackle plate, and the two base angle places that isosceles trapezoid plays shackle plate are arc transition, and is provided with a lifting rope hole inside the top arc transition playing shackle plate in isosceles trapezoid.Be arranged to isosceles trapezoid play shackle plate by shackle plate will be played, the two ends up and down of otic placode are exposed to round steel pipe outside, and be connected with the lifting rope of hoisting machine by lifting rope hole, be that arc transition can prevent sharp-pointed corner angle from wearing and tearing to lifting rope by playing two base angle places of shackle plate in isosceles trapezoid.
As preferred version of the present utility model, also comprise and be arranged on the brace panel that isosceles trapezoid plays edge, shackle plate lifting rope hole.Brace panel is set by the edge, lifting rope hole of playing shackle plate in isosceles trapezoid, local strengthening can be carried out to around the lifting rope hole of otic placode, increase the service life of otic placode.
As preferred version of the present utility model, described brace panel is fan-shaped brace panel.The shape of fan-shaped brace panel is agreed with mutually with the shape in the arc-shaped transition of otic placode and lifting rope hole, obtains good comformability.
As preferred version of the present utility model, also comprise the snap ring matched with the lifting rope hole of playing shackle plate.By arranging snap ring at the lifting rope hole place of suspension centre otic placode and a shackle plate, can be connected by snap ring with lifting rope, can improve the safety of lifting on the one hand, the opposing party wears the wearing and tearing that can prevent further lifting rope.
As preferred version of the present utility model, described snap ring comprises the U-shaped collar and can be fastened on the binding bolt at collar two ends.The U-shaped collar is through lifting rope hole, and binding bolt is locked the U-shaped collar and be can be used as suspension rod and is connected with lifting rope.
The beneficial effects of the utility model are: because the agent structure of shoulder pole girder adopts round steel pipe, rigidity been significantly enhanced, and thus efficiently solves unstable phenomenon, and hoisting weight is born by round steel pipe, ensure that lifting quality and safety; In addition, the most important feature of this shoulder pole girder be suspension centre according to wallboard adjustable length, the wallboard that can be common to different length is installed, therefore work efficiency when can significantly improve lifting.
Accompanying drawing explanation
Fig. 1 is the front view of the suspension centre adjustable carrying pole beam construction that the utility model lifts for prefabricated panel.
Fig. 2 is the Snap ring structure schematic diagram of the suspension centre adjustable carrying pole beam construction that the utility model lifts for prefabricated panel.
Fig. 3 is the using state figure of the suspension centre adjustable carrying pole beam construction that the utility model lifts for prefabricated panel.
Detailed description of the invention
As shown in Figures 1 to 3, the utility model is used for the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting, comprises shoulder pole girder main body and is arranged on the hanging apparatus in shoulder pole girder main body.
Shoulder pole girder main body by several horizontal-extending and all consistent round steel pipe 1 of each shape of cross section be welded to form.By shoulder pole girder main body being arranged to the mode that round steel pipe connects with tandem shafts, rigidity of the present utility model being been significantly enhanced, thus efficiently solves unstable phenomenon.
Hanging apparatus has comprised shackle plate 2, wallboard lifting rope 3 and buckle 4, and play shackle plate 2 and be arranged on the two ends, left and right of round steel pipe 1, wallboard lifting rope 3 hangs in the middle part of the pipe shaft of round steel pipe 1, and the pipe shaft that buckle 4 is stuck in round steel pipe 1 is positioned at the left and right sides of wallboard lifting rope 3.Play shackle plate 2 radial direction intert and be weldingly fixed on round steel pipe 1 body, for being connected with the hoisting machine of top.
Wallboard lifting rope 3 is for being connected with the prefabricated panel of below, and wallboard lifting rope 3 can move adjustment position on the pipe shaft of round steel pipe 1, and buckle 4, for being locked to the wallboard lifting rope 3 of adjustment good position, prevents wallboard lifting rope 3 to be subjected to displacement when lifting.Buckle 4 has two groups, and wallboard lifting rope 3 has two, the corresponding one group of buckle 4 of every root wallboard lifting rope, often organize buckle have two be separately positioned on a wallboard lifting rope 3 the left and right sides.Two wallboard lifting rope 3 can from left and right, the prefabricated panel of two suspension centres to below lifts respectively.Described buckle 4 is automatic clamping device, buckle 4 can horizontally slip before not locking on the pipe shaft of round steel pipe 1, when wallboard lifting rope 3 is vertical with prefabricated panel, the mobile buckle 4 laying respectively at wallboard lifting rope 3 the right and left, and strain buckle 4, wale round steel pipe, can brake, thus the position of wallboard lifting rope 3 is fixed.
Play shackle plate 2 one-tenth tabular and play the plane of shackle plate 2 and the axis being parallel of round steel pipe 1, as preferably, playing symmetrical plane and round steel pipe 1 axis being parallel of shackle plate 2.Play shackle plate 2 and play shackle plate for isosceles trapezoid, the two base angle places that isosceles trapezoid plays shackle plate are arc transition, and being provided with a lifting rope hole 5 inside the top arc transition playing shackle plate in isosceles trapezoid, arc transition can prevent sharp-pointed corner angle from wearing and tearing to lifting rope.Be arranged to isosceles trapezoid play shackle plate by playing shackle plate 2, it is outside that the two ends up and down of otic placode are exposed to round steel pipe 1, and be connected with the lifting rope of hoisting machine by lifting rope hole 5.Play edge, shackle plate lifting rope hole 5 in isosceles trapezoid and be provided with brace panel 6, described brace panel 6 is fan-shaped brace panel.Local strengthening can be carried out to around the lifting rope hole 5 of otic placode by arranging brace panel 6, increasing the service life of otic placode.The shape of fan-shaped brace panel is agreed with mutually with the shape in the arc-shaped transition of otic placode and lifting rope hole, obtains good comformability.But brace panel 6 is not limited in fan-shaped, different shapes can be selected according to the shape of otic placode outer rim.
A shackle plate 2 is provided with the snap ring 7 matched with lifting rope hole.Described snap ring 7 comprises U-shaped collar 7-1 and can be fastened on the binding bolt at collar two ends.By arranging snap ring 7 at the lifting rope hole place of suspension centre otic placode and a shackle plate, can be connected with lifting rope by snap ring 7, can improve the safety of lifting on the one hand, the opposing party wears the wearing and tearing that can prevent further lifting rope.U-shaped collar 7-1 is through lifting rope hole 5, and binding bolt 7-2 locks U-shaped collar 7-1 and can be used as suspension rod and is connected with lifting rope.
Above-described is preferred embodiment of the present utility model; it should be pointed out that for the person of ordinary skill of the art, under the prerequisite not departing from the utility model principle; can also make some distortion and improvement, these also should be considered as belonging to protection domain of the present utility model.

Claims (8)

1. for a suspension centre adjustable carrying pole beam construction for prefabricated panel lifting, it is characterized in that: comprise shoulder pole girder main body and be arranged on the hanging apparatus in shoulder pole girder main body; Described shoulder pole girder main body by several horizontal-extending and all consistent round steel pipe (1) of each shape of cross section be welded to form; Described hanging apparatus has comprised shackle plate (2), wallboard lifting rope (3) and buckle (4), play the two ends, left and right that shackle plate (2) is arranged on round steel pipe (1), wallboard lifting rope (3) hangs in the middle part of the pipe shaft of round steel pipe (1), and the pipe shaft that buckle (4) is stuck in round steel pipe is positioned at the left and right sides of wallboard lifting rope (3).
2. the suspension centre adjustable carrying pole beam construction for prefabricated panel lifting according to claim 1, it is characterized in that: described wallboard lifting rope (3) has two, the corresponding one group of buckle (4) of every root, often organizing buckle has two, is separately positioned on the left and right sides of a wallboard lifting rope (3).
3. the suspension centre adjustable carrying pole beam construction for prefabricated panel lifting according to claim 1, is characterized in that: described shackle plate (2) radial direction is interted and be weldingly fixed on round steel pipe (1) body.
4. the suspension centre adjustable carrying pole beam construction for prefabricated panel lifting according to claim 3, it is characterized in that: described shackle plate (2) plays shackle plate for isosceles trapezoid, the two base angle places that isosceles trapezoid plays shackle plate are arc transition, and are provided with a lifting rope hole (5) inside the top arc transition playing shackle plate in isosceles trapezoid.
5. the suspension centre adjustable carrying pole beam construction for prefabricated panel lifting according to claim 4, is characterized in that: also comprise and be arranged on the brace panel (6) that isosceles trapezoid plays shackle plate lifting rope hole (5) edge.
6. the suspension centre adjustable carrying pole beam construction for prefabricated panel lifting according to claim 5, is characterized in that: described brace panel (6) is fan-shaped brace panel.
7. the suspension centre adjustable carrying pole beam construction for prefabricated panel lifting according to claim 4, is characterized in that: also comprise the snap ring (7) matched with the lifting rope hole (5) of playing shackle plate (2).
8. the suspension centre adjustable carrying pole beam construction for prefabricated panel lifting according to claim 7, is characterized in that: described snap ring (7) comprises the U-shaped collar (7-1) and can be fastened on the binding bolt (7-2) at collar two ends.
CN201420808769.1U 2014-12-19 2014-12-19 For the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting Expired - Fee Related CN204355942U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420808769.1U CN204355942U (en) 2014-12-19 2014-12-19 For the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420808769.1U CN204355942U (en) 2014-12-19 2014-12-19 For the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting

Publications (1)

Publication Number Publication Date
CN204355942U true CN204355942U (en) 2015-05-27

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420808769.1U Expired - Fee Related CN204355942U (en) 2014-12-19 2014-12-19 For the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting

Country Status (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105775557A (en) * 2016-04-07 2016-07-20 徐存然 Clamping piece butt joint type shoulder pole rack
CN112919304A (en) * 2021-02-05 2021-06-08 上海城建预制构件有限公司 Hoisting sling and hoisting method for prefabricated part

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105775557A (en) * 2016-04-07 2016-07-20 徐存然 Clamping piece butt joint type shoulder pole rack
CN112919304A (en) * 2021-02-05 2021-06-08 上海城建预制构件有限公司 Hoisting sling and hoisting method for prefabricated part

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150527

Termination date: 20191219