CN102431906A - Self-adaptive crane external climbing support structure - Google Patents
Self-adaptive crane external climbing support structure Download PDFInfo
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- CN102431906A CN102431906A CN2010102954054A CN201010295405A CN102431906A CN 102431906 A CN102431906 A CN 102431906A CN 2010102954054 A CN2010102954054 A CN 2010102954054A CN 201010295405 A CN201010295405 A CN 201010295405A CN 102431906 A CN102431906 A CN 102431906A
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Abstract
The invention relates to a self-adaptive crane external climbing support structure, which comprises a climbing framework and is characterized in that the climbing framework is supported by a support structure, the support structure consists of a climbing framework support rod and a climbing framework pull rod, the climbing framework support rod is positioned at the lower end of the climbing framework, the lower end of the climbing framework support rod is connected with an upper shaft hole of a connecting joint on a building through a shaft pin, the upper end of the climbing framework support rod is connected with a lower pin hole arranged at the front part of the climbing framework through a shaft pin, the climbing framework pull rod is positioned at the upper end of the climbing framework, the upper end of the climbing framework pull rod is connected with a lower shaft hole of the connecting joint on the building through a shaft pin, the lower end of the climbing framework pull rod is connected with an upper pin hole arranged at the front part of the climbing framework through a shaft pin, and the back end of the climbing framework is connected with the building through a connection buried element. The self-adaptive crane external climbing support structure has the advantages that the self-adaptive crane external climbing support structure is applicable to the crane external climbing operation of ultra-tall buildings and is mainly applicable to the ultra-tall crane external climbing of framework core tubes in various forms. When the self-adaptive crane external climbing support structure is used, the climbing framework and the support structure are simultaneously arranged on the building core tube through the connecting buried element and the connecting joint, a climbing device is arranged on a climbing main beam, and the crane climbing outside the building is realized.
Description
Technical field
The invention belongs to the plug-in field of climbing of tower crane, be specifically related to the plug-in supporting structure that climbs of a kind of self adaptation tower crane.
Background technology
In construction of super highrise building now; Because the restriction of building actual size or practice of construction condition, tower crane often can only be hung on outside outward, utilizes self climbing device to swash along the core tube of building; In order to fix and to let plug-in tower crane self climb; Need on the core tube of the building that has built up, supporting structure be set, the supporting structure that traditional tower crane is climbed system outward all need carry out consolidation process to building in the specific implementation, so that let plug-in tower crane that the load of building core tube is accepted by building core tube; This moment, the application force of the plug-in tower crane that climbs could be delivered on the core tube of building safely and reliably; But present supporting structure installation difficulty is big, the inefficiency of its installation, and the building strengthening cost is higher.Therefore demand improving the supporting structure that existing tower crane is climbed system outward urgently, to address the above problem.
Summary of the invention
The objective of the invention is to solve the deficiency that tower crane of the prior art is climbed supporting structure outward, provide a kind of simple in structure, compact to design, power transmission directly and need not carry out the plug-in supporting structure that climbs of self adaptation tower crane of consolidation process building.The present invention designs the plug-in supporting structure that climbs of a kind of self adaptation tower crane; Comprise the framework that climbs, it is characterized in that: the framework that climbs is supported by supporting structure, and supporting structure is made up of the frame brace that climbs, the framework pull bar that climbs; The frame brace that climbs is positioned at the framework lower end of climbing; The frame brace lower end of climbing is connected by the upper shaft hole of the connecting joint on pivot pin and the building, and the frame brace upper end of climbing connects the following pin-and-hole of the frame front of climbing by pivot pin, and the framework pull bar that climbs is positioned at the framework upper end of climbing; Climb framework pull bar upper end is connected by the lower shaft hole of the connecting joint on pivot pin and the building, and the framework pull bar lower end of climbing is by the climb last pin-and-hole of frame front of pivot pin connection; The back-end framework that climbs links to each other with building by connecting embedded part.It is characterized in that: the framework that climbs comprises the girder that climbs, self adaptation plane framework.It is characterized in that: the connecting joint rear end is cast in the building and with the building reinforcing bar and is weldingly connected, and the front end of connecting joint has two biplate axis holes up and down, and the axis of axis hole is level.It is characterized in that: connection embedded part rear end is cast in the building and with the building reinforcing bar and is weldingly connected; Connect embedded part front end below one bracket is arranged; The back-end framework that climbs is shelved on the bracket; Connecting embedded part front end top has biplate axis hole, the axis of axis hole to be vertically, has bearing pin to connect the pin-and-hole on the framework that climbs in the axis hole.Advantage of the present invention be simple in structure, compact to design, power transmission directly and need not carry out consolidation process to building core tube, can reduce construction cost greatly, improve operating efficiency.
Description of drawings
Below in conjunction with accompanying drawing the present invention is further specified.
Fig. 1 is a structural representation of the present invention; Fig. 2 is the AA cutaway view of Fig. 1.
Fig. 3 is connected the embedded part structural representation for the framework that climbs with the building bonded assembly.
Fig. 4 is supporting structure and building bonded assembly connecting joint structural representation; Fig. 5 is the BB cutaway view of Fig. 4.
Comprise the framework 1 that climbs among the figure; It is characterized in that: the framework 1 that climbs is supported by supporting structure; Supporting structure is made up of the frame brace 2 that climbs, the framework pull bar 3 that climbs; The frame brace 2 that climbs is positioned at framework 1 lower end of climbing, and frame brace 2 lower ends of climbing are connected by the upper shaft hole 7 of the connecting joint 6 on pivot pin 4 and the building 5, and frame brace 2 upper ends of climbing connect the anterior following pin-and-hole 9 of the framework 1 of climbing by pivot pin 8; The framework pull bar 3 that climbs is positioned at framework 1 upper end of climbing; Framework pull bar 3 upper ends of climbing are connected by the lower shaft hole 11 of the connecting joint 6 on pivot pin 10 and the building 5, and framework pull bar 3 lower ends of climbing connect anterior the last pin-and-hole 13 of the framework 1 of climbing by pivot pin 12, and framework 1 rear end of climbing is linked to each other with building 5 by connection embedded part 14.It is characterized in that: the framework 1 that climbs comprises the girder 15 that climbs, self adaptation plane framework 16.It is characterized in that: connecting joint 6 rear ends are cast in the building 5 and with the building reinforcing bar and are weldingly connected, and the front end of connecting joint 6 axis of two axis holes 7,11 up and down is level.It is characterized in that: connection embedded part 14 rear ends are cast in the building 5 and with the building reinforcing bar and are weldingly connected; Connect embedded part 14 front ends below one bracket 17 is arranged; Framework 1 rear end of climbing is shelved on the bracket 17; Connecting embedded part 14 front ends top has biplate axis hole 18, the axis of axis hole to be vertically, the pin-and-hole 20 that has bearing pin 19 to connect on the framework 1 that climbs in the axis hole 18.
The framework that climbs can be adjusted the size (being so-called self adaptation plane framework) of self adaptation plane framework 16 according to aileron 22 deployment scenarios of building 5 core tubes; And bear the horizontal loading of tower crane 21; Supporting structure is connected the vertical load of bearing tower crane with the main beam in frame that climbs, and last supporting structure all is delivered to the tower crane load on the building through connecting joint with the main beam in frame that climbs safely and reliably.Because climbing device and building connecting joint position are provided with core tube aileron, so need not reinforce the core tube.On the girder that climbs, climbing device is set at last, the tower crane that can be implemented in outside climbs.
The present invention is applicable to the plug-in operation of climbing of the tower crane of high-rise building, mainly is applicable to the plug-in usefulness of climbing of various forms of framework core tube superelevation layer tower crane.During use, the framework that will climb, supporting structure are installed on the building core tube through connection embedded part, connecting joint simultaneously, on the girder that climbs, climbing device are set, and the tower crane that is implemented in outside climbs.
Claims (4)
1.
The plug-in supporting structure that climbs of a kind of self adaptation tower crane; Comprise the framework that climbs; It is characterized in that: the framework that climbs is supported by supporting structure, and supporting structure is made up of the frame brace that climbs, the framework pull bar that climbs, and the frame brace that climbs is positioned at the framework lower end of climbing; The frame brace lower end of climbing is connected by the upper shaft hole of the connecting joint on pivot pin and the building; Climb frame brace upper end connects the following pin-and-hole of the frame front of climbing by pivot pin, and the framework pull bar that climbs is positioned at the framework upper end of climbing, and the framework pull bar upper end of climbing is connected by the lower shaft hole of the connecting joint on pivot pin and the building; The framework pull bar lower end of climbing connects the last pin-and-hole of the frame front of climbing by pivot pin, and the back-end framework that climbs is linked to each other with building by the connection embedded part.
2.
The plug-in supporting structure that climbs of a kind of self adaptation tower crane as claimed in claim 1, it is characterized in that: the framework that climbs comprises the girder that climbs, self adaptation plane framework.
3.
The plug-in supporting structure that climbs of a kind of self adaptation tower crane as claimed in claim 1 is characterized in that: the connecting joint rear end is cast in the building and with the building reinforcing bar and is weldingly connected, and the axis of two axis holes up and down of the front end of connecting joint is level.
4.
The plug-in supporting structure that climbs of a kind of self adaptation tower crane as claimed in claim 1; It is characterized in that: connection embedded part rear end is cast in the building and with the building reinforcing bar and is weldingly connected; Connecting embedded part front end below has a bracket, and the back-end framework that climbs is shelved on the bracket, and connecting embedded part front end top has the biplate axis hole; The axis of axis hole is vertically, has bearing pin to connect the pin-and-hole on the framework that climbs in the axis hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102954054A CN102431906A (en) | 2010-09-29 | 2010-09-29 | Self-adaptive crane external climbing support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102954054A CN102431906A (en) | 2010-09-29 | 2010-09-29 | Self-adaptive crane external climbing support structure |
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| Publication Number | Publication Date |
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| CN102431906A true CN102431906A (en) | 2012-05-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010102954054A Pending CN102431906A (en) | 2010-09-29 | 2010-09-29 | Self-adaptive crane external climbing support structure |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102815631A (en) * | 2012-08-15 | 2012-12-12 | 中建钢构有限公司 | Plug-in tower crane support frame |
| CN102976215A (en) * | 2012-11-16 | 2013-03-20 | 上海市机械施工有限公司 | External suspension type crane overhead integral shift device and shift method thereof |
| CN103896165A (en) * | 2014-02-28 | 2014-07-02 | 中建钢构有限公司 | Suspension type outside climbing tower crane supporting system and turnover using method thereof |
| CN104003318A (en) * | 2014-06-16 | 2014-08-27 | 浙江丽佳建筑装饰工程有限公司 | Improved climbing support system |
| CN104045009A (en) * | 2014-06-24 | 2014-09-17 | 浙江丽佳建筑装饰工程有限公司 | Anti-deformation climbing frame safety device |
| CN106144925A (en) * | 2016-07-22 | 2016-11-23 | 中建三局集团有限公司 | A kind of telescopic bracket device having enough to meet the need and using method thereof |
| CN106276632A (en) * | 2016-10-20 | 2017-01-04 | 沈阳建筑大学 | Outstanding climbing tower machine support system outside asymmetric support body tandem |
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| SU459418A1 (en) * | 1971-03-18 | 1975-02-05 | Device for unloading a crane tower | |
| CN2133563Y (en) * | 1992-05-27 | 1993-05-19 | 建设部长沙建筑机械研究所 | Tower crane |
| US5645395A (en) * | 1995-06-06 | 1997-07-08 | Huang; Hsin-Tsung | Building crane apparatus climbable on building walls |
| JP3218523B2 (en) * | 1992-12-28 | 2001-10-15 | 清水建設株式会社 | Dismantling method of frame of outer curing coating |
| CN201116267Y (en) * | 2007-10-17 | 2008-09-17 | 上海市机械施工有限公司 | Externally hung supporting device for internally climbing tower crane |
| CN201351088Y (en) * | 2009-02-16 | 2009-11-25 | 上海市机械施工有限公司 | Tower crane external-stay climbing device |
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Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| SU459418A1 (en) * | 1971-03-18 | 1975-02-05 | Device for unloading a crane tower | |
| CN2133563Y (en) * | 1992-05-27 | 1993-05-19 | 建设部长沙建筑机械研究所 | Tower crane |
| JP3218523B2 (en) * | 1992-12-28 | 2001-10-15 | 清水建設株式会社 | Dismantling method of frame of outer curing coating |
| US5645395A (en) * | 1995-06-06 | 1997-07-08 | Huang; Hsin-Tsung | Building crane apparatus climbable on building walls |
| CN201116267Y (en) * | 2007-10-17 | 2008-09-17 | 上海市机械施工有限公司 | Externally hung supporting device for internally climbing tower crane |
| CN201351088Y (en) * | 2009-02-16 | 2009-11-25 | 上海市机械施工有限公司 | Tower crane external-stay climbing device |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102815631A (en) * | 2012-08-15 | 2012-12-12 | 中建钢构有限公司 | Plug-in tower crane support frame |
| CN102815631B (en) * | 2012-08-15 | 2015-08-05 | 中建钢构有限公司 | Plug-in tower crane support frame |
| CN102976215A (en) * | 2012-11-16 | 2013-03-20 | 上海市机械施工有限公司 | External suspension type crane overhead integral shift device and shift method thereof |
| CN103896165A (en) * | 2014-02-28 | 2014-07-02 | 中建钢构有限公司 | Suspension type outside climbing tower crane supporting system and turnover using method thereof |
| CN103896165B (en) * | 2014-02-28 | 2015-11-11 | 中建钢构有限公司 | The outer climbing tower crane supporting system of a kind of suspension type and turnover using method thereof |
| CN104003318A (en) * | 2014-06-16 | 2014-08-27 | 浙江丽佳建筑装饰工程有限公司 | Improved climbing support system |
| CN104003318B (en) * | 2014-06-16 | 2016-01-20 | 浙江丽佳建筑装饰工程有限公司 | A kind of climbing support system of improvement |
| CN104045009A (en) * | 2014-06-24 | 2014-09-17 | 浙江丽佳建筑装饰工程有限公司 | Anti-deformation climbing frame safety device |
| CN106144925A (en) * | 2016-07-22 | 2016-11-23 | 中建三局集团有限公司 | A kind of telescopic bracket device having enough to meet the need and using method thereof |
| CN106144925B (en) * | 2016-07-22 | 2018-01-16 | 中建三局集团有限公司 | A kind of telescopic bracket device having enough to meet the need and its application method |
| CN106276632A (en) * | 2016-10-20 | 2017-01-04 | 沈阳建筑大学 | Outstanding climbing tower machine support system outside asymmetric support body tandem |
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Application publication date: 20120502 |