CN201232353Y - High pier lifting type turnover formwork platform hanger - Google Patents

High pier lifting type turnover formwork platform hanger Download PDF

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Publication number
CN201232353Y
CN201232353Y CNU2008200814067U CN200820081406U CN201232353Y CN 201232353 Y CN201232353 Y CN 201232353Y CN U2008200814067 U CNU2008200814067 U CN U2008200814067U CN 200820081406 U CN200820081406 U CN 200820081406U CN 201232353 Y CN201232353 Y CN 201232353Y
Authority
CN
China
Prior art keywords
frame
pier
construction
fixed
hanger
Prior art date
Application number
CNU2008200814067U
Other languages
Chinese (zh)
Inventor
王之康
Original Assignee
云南路桥股份有限公司
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 云南路桥股份有限公司 filed Critical 云南路桥股份有限公司
Priority to CNU2008200814067U priority Critical patent/CN201232353Y/en
Application granted granted Critical
Publication of CN201232353Y publication Critical patent/CN201232353Y/en

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Abstract

The utility model provides a high pier hoisting type rollover platform hanger, which is characterized in that the rollover platform hanger comprises a bottom frame, a side frame fixed on the bottom frame, and a lifting frame fixed at the top part of the side frame. The hanger utilizes the self-existent carrying function of a high pier (such as a column or a tower) structure in the construction process, and the whole rollover platform hanger is supported by a steel bar inserted into a preformed hole in the high pier column, then the rollover platform hanger can serve as a rollover support, an operating platform and a hanger in the pier column pouring construction, and can be lifted with the rising high pier column, and can also be descended integrally after the construction, thereby overcoming the defects of high scaffold consumption, high cost and poor safety brought by the full framing method in the high pier column construction process, saving 75 percent of steel consumption compared with the full framing construction method, and saving over 40 percent of costs compared with the tower hoist construction method, and both the fixation and movement to the whole frame have high reliable construction safety, and the life safety of builders can be guaranteed.

Description

High pier lift-type turns over mould platform suspension bracket
Technical field
The utility model relates to a kind of lift-type and turns over mould platform suspension bracket, belongs to the high pier hoisting frame of civil engineering The Turnover Form Construction Technology field.
Background technology
Present Attitude surpasses 40 meters high pier such as post, tower etc., generally all adopt full hall cribbing method and tower crane method to water, full hall cribbing method not only will consume a large amount of artificial and scaffold steel, and safety factor is lower, security incident such as take place that scaffold collapses easily.The tower crane method is subjected to the landform restriction bigger, and the input cost height, and power consumption is big.Therefore, be necessary fully prior art is improved.
Summary of the invention
The purpose of this utility model provides a kind of simple in structure, and the bracing frame consumption is few, and cost is low, and the high pier lift-type that security reliability is high turns over mould platform suspension bracket.
The utility model is finished by following technical proposal: a kind of high pier lift-type turns over mould platform suspension bracket, it is characterized in that by bottom framework, be fixed on the body side frame on the bottom framework, the upending frame that is fixed on the body side frame top constitutes, so that can integral body promote with the rising of watering pier stud during construction, use with turn over mould holder, operating platform and suspension bracket as the pouring pier stud.
Described bottom framework is fixed on two i iron bottom girders that are provided with pull bar therebetween on the pier stud by symmetry, the frame that is crossed as rectangle frame in length and breadth by at least four i iron that is fixed on two i iron bottom girders constitutes, and the i iron bottom girder places on the built-in fitting on the pier stud, so that bottom framework is supported, is fixed on the pier stud by built-in fitting, thereby make things convenient for the pouring construction of pier stud, and with pier stud increase and whole the lifting.
Described body side frame is by the mullion of fixed interval on the rectangular shaped rim of bottom framework, the cross bar of fixed interval on mullion, and the scissors strut that is fixed on their peripheries is formed, so that make the cross bar that is fixed on the mullion form the horizontal support of layering, after on the horizontal support scaffold floor being set, promptly form the horizontal table of layering, with convenient construction.
The outside of described body side frame is provided with cat ladder, and personnel are upper and lower with convenient construction.
Described upending frame is made up of horizontal cross bar arranged in a crossed manner in length and breadth, and wherein, the cross bar of edge is made as the double joint cross bar, and the middle part is made as single cross bar, and whole upending frame is fixed on the top of body side frame, moves with convenient lifting.
The utility model compared with prior art has following advantage and effect: adopt such scheme, promptly utilize high pier (as post, tower) structure own bearing function in work progress, the rod iron in the preformed hole supports the whole mould platform suspension bracket that turns on the high pier stud by inserting, make it to become the mould holder that turns in the pier stud pouring construction, operating platform and suspension bracket, and can with high pier stud increase and whole the lifting, after construction finishes, can wholely descend again, it is big not only to have solved the scaffold consumption that brings because of full hall cribbing method in the high pier stud work progress, the cost height, deficiencies such as poor stability, save steel than the full framing construction method and consume 75%, save cost more than 40% than the tower crane construction method, and whole fixing and whole move and all have highly reliable working security, ensured constructor's life security.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the lateral view of Fig. 1;
Fig. 3 is the A-A view of Fig. 1;
Fig. 4 is the top surface structure schematic diagram of Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further, is not limited thereto but hold within the utility model.
The high pier lift-type that the utility model provides turns over mould platform suspension bracket, by bottom framework 3, be fixed on the body side frame 4 on the bottom framework 3, the upending frame 5 that is fixed on body side frame 3 tops constitutes, described bottom framework 3 is fixed on two i iron bottom girders 11 that are provided with pull bar 12 therebetween on the pier stud 2 by symmetry, be fixed on two i iron bottom girders 11 by eight i iron 9,10 frames 13 that are crossed as rectangle frame in length and breadth constitute, and i iron bottom girder 11 places on the pier stud 2 on the rod iron 14 in the pre-buried via hole 1, so that bottom framework 3 is supported by the rod iron 14 in the pre-buried via hole 1, be fixed on the pier stud 2, thereby make things convenient for the pouring construction of pier stud, and with pier stud increase and whole the lifting; Described body side frame 4 is by the mullion 6 of fixed interval on the rectangular shaped rim 13 of bottom framework 3, the cross bar 7 of fixed interval on mullion 6, and the scissors strut 8 that is fixed on their peripheries is formed, so that make the cross bar 7 that is fixed on the mullion 6 form the horizontal support of layering, after on the horizontal support scaffold floor being set, promptly form the horizontal table of layering, with convenient construction; The outside of described body side frame 4 is provided with cat ladder 15, and personnel are upper and lower with convenient construction; Described upending frame 5 is made up of horizontal cross bar arranged in a crossed manner in length and breadth, wherein, the cross bar of edge is made as double joint cross bar 16, and the middle part is made as single cross bar 17, upending frame 5 is fixed on the top of body side frame 4, turns over mould platform suspension bracket integral lifting with convenient high pier lift-type and moves.

Claims (5)

1, a kind of high pier lift-type turns over mould platform suspension bracket, it is characterized in that by bottom framework, is fixed on the body side frame on the bottom framework, and the upending frame that is fixed on the body side frame top constitutes.
2, high pier lift-type according to claim 1 turns over mould platform suspension bracket, it is characterized in that described bottom framework is fixed on two i iron bottom girders that are provided with pull bar therebetween on the pier stud by symmetry, the frame that is crossed as rectangle frame in length and breadth by at least four i iron that is fixed on two i iron bottom girders constitutes, and the i iron bottom girder places on the built-in fitting on the pier stud.
3, high pier lift-type according to claim 1 turns over mould platform suspension bracket, it is characterized in that described body side frame by the mullion of fixed interval on the rectangular shaped rim of bottom framework, the cross bar of fixed interval on mullion, and the scissors strut composition that is fixed on their peripheries.
4, high pier lift-type according to claim 1 turns over mould platform suspension bracket, it is characterized in that the outside of described body side frame is provided with cat ladder.
5, high pier lift-type according to claim 1 turns over mould platform suspension bracket, it is characterized in that described upending frame is made up of horizontal cross bar arranged in a crossed manner in length and breadth, wherein, the cross bar of edge is made as the double joint cross bar, the middle part is made as single cross bar, and whole upending frame is fixed on the top of body side frame.
CNU2008200814067U 2008-07-21 2008-07-21 High pier lifting type turnover formwork platform hanger CN201232353Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200814067U CN201232353Y (en) 2008-07-21 2008-07-21 High pier lifting type turnover formwork platform hanger

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200814067U CN201232353Y (en) 2008-07-21 2008-07-21 High pier lifting type turnover formwork platform hanger

Publications (1)

Publication Number Publication Date
CN201232353Y true CN201232353Y (en) 2009-05-06

Family

ID=40618729

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200814067U CN201232353Y (en) 2008-07-21 2008-07-21 High pier lifting type turnover formwork platform hanger

Country Status (1)

Country Link
CN (1) CN201232353Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101994292A (en) * 2010-03-05 2011-03-30 安通建设有限公司 Rapid construction of high bridge pier by efficient combination
CN102691267A (en) * 2012-06-11 2012-09-26 中铁大桥局股份有限公司 High pier construction method for external whole operation platform
CN102704399A (en) * 2012-05-23 2012-10-03 中铁大桥局集团第二工程有限公司 Reinforcement binding and jointing operating room and reinforcement binding and jointing method
CN110130225A (en) * 2019-04-02 2019-08-16 中铁十六局集团路桥工程有限公司 A kind of the construction operation platform hoisting frame and its construction method of Bridge High-pier

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101994292A (en) * 2010-03-05 2011-03-30 安通建设有限公司 Rapid construction of high bridge pier by efficient combination
CN102704399A (en) * 2012-05-23 2012-10-03 中铁大桥局集团第二工程有限公司 Reinforcement binding and jointing operating room and reinforcement binding and jointing method
CN102704399B (en) * 2012-05-23 2015-02-11 中铁大桥局集团第二工程有限公司 Reinforcement binding and jointing operating room and reinforcement binding and jointing method
CN102691267A (en) * 2012-06-11 2012-09-26 中铁大桥局股份有限公司 High pier construction method for external whole operation platform
CN110130225A (en) * 2019-04-02 2019-08-16 中铁十六局集团路桥工程有限公司 A kind of the construction operation platform hoisting frame and its construction method of Bridge High-pier

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Granted publication date: 20090506