Double-column climbing device based on beam body and attachment device
Through the double column climbing device and attachment device based on the beam body, the limitations of the fulcrum structure of the hoisting platform are solved, and flexible application in a variety of concrete structures is realized, the application scope is expanded, and lightweight and easy to operate Features.
Patent Information
- Application Number
- CN202411470983.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-21
- Publication Date
- 2024-12-10
- Estimated Expiration
- 2044-10-21
AI Technical Summary
The fulcrum structure setting of the existing hoisting platform has limitations and cannot be flexibly arranged, which limits its application scope in concrete structures, especially in high-rise buildings that lack walls.
Using a double column climbing device and attachment device based on the beam body, the load of the hoisting platform is transferred to the structural main beam by setting up a conversion beam and driving device. The climbing track and tab mechanism are used to achieve flexible fulcrum position arrangement, which avoids the need for the Reliance on wall location.
It realizes the application of the hoisting platform in more concrete structural systems, expands its application scope, and has the characteristics of lightweight, easy to operate and economical, and the device is simple to construct and easy to install and disassemble.
Smart Images

Figure CN119102358A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of building engineering, and in particular to a double-column climbing device and an attachment device based on a beam body. Background Art
[0002] In the construction of high-rise building concrete core tubes, the overall jacking platform usually relies on the vertical wall as a fulcrum due to its large weight. However, as the jacking platform develops towards lightweight, its weight is gradually reduced, and the force on the fulcrum is also reduced accordingly, making it possible to use the beam as a fulcrum. In addition, in high-rise office buildings with concrete structures, the outer circle of the structure usually lacks walls, and only the inner core tube has walls, which brings challenges to the arrangement of the jacking platform fulcrum, making it impossible to use conventional walls as fulcrum attachment sites. Therefore, in this type of building, the application of jacking platforms is almost non-existent.
[0003] It can be seen that the existing setting of the fulcrum structure of the jacking platform has limitations. It can be seen that there is an urgent need for a device that can arrange the position of the fulcrum of the jacking platform more flexibly, so as not to be restricted by the position of the wall, so that the jacking platform can be applied to a more common concrete structure system, thereby expanding the application range of the jacking platform. Summary of the invention
[0004] In view of the limitations of the setting of the fulcrum structure of the existing jacking platform, the present invention provides a double-column climbing device and an attachment device based on a beam body. Compared with the traditional wall attachment device, the device can arrange the position of the fulcrum more flexibly and effectively overcome the defects of the prior art.
[0005] In order to achieve the above-mentioned purpose, the present invention provides a double-column climbing device based on a beam body, wherein the double-column climbing device is symmetrically arranged and sequentially passes through openings penetrated on both sides of the main beam, and the top of the climbing device is connected to the jacking platform by setting a conversion beam, and the load of the jacking platform is transferred to the climbing device through the conversion beam.
[0006] Furthermore, climbing holes are provided at intervals on the double-column climbing device.
[0007] In order to achieve the above-mentioned purpose, the present invention provides an attachment device, which is arranged at intervals and connected with the floor slab, and is connected with the double-column climbing device, and is used to attach the climbing device to the main beam of the structure, transfer the load of the jacking platform to the attachment device via the climbing device, and then transfer it to the structural beam through the attachment device. The attachment device comprises a first steel beam and a second steel beam, the first steel beam is arranged laterally symmetrically, and a connecting assembly is provided at the bottom thereof for fixed connection with the floor slab, the second steel beam is vertically symmetrically placed on the first steel beam, and a first tongue that can only rotate in one direction is provided on one side of each second steel beam relative to the climbing track for extending into the climbing hole of the climbing track.
[0008] Furthermore, horizontal limit devices for limiting the horizontal deviation of the climbing track are symmetrically provided on opposite inner surfaces of the first steel beam.
[0009] Furthermore, a connecting piece is provided on the end surface of the second steel beam, and a driving device is provided in cooperation with the connecting piece.
[0010] Furthermore, the driving devices are symmetrically arranged and the bottoms are connected to the connecting pieces on the attachment devices through pins.
[0011] Furthermore, a second latch is provided on one side of the end of the driving device opposite to the climbing track, for contacting the climbing device.
[0012] Furthermore, a slot is provided at the end of the driving device, which is engaged with the climbing rail and is used to limit the positional relationship between the oil cylinder and the climbing rail.
[0013] The double-column climbing device and attachment device based on the beam provided by the present invention can arrange the position of the fulcrum more flexibly than the traditional wall attachment device, so that it is not restricted by the position of the wall, so that the jacking platform can be applied to more common concrete structure systems, thereby expanding the application range of the jacking platform.
[0014] Secondly, the device as a whole adopts an assembled structure, the node structure is simple and clear, and it is convenient to disassemble and install, flexible and easy to operate. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] The present invention is further described below in conjunction with the accompanying drawings and specific embodiments.
[0016] Figure 1 This is a schematic diagram of the overall structure of the double-column climbing device and the attachment device based on the beam body;
[0017] Figure 2 This is the overall structural plan of the double-column climbing device and the attachment device based on the beam body;
[0018] Figure 3It is a schematic diagram of the structure of the attachment device in the present invention;
[0019] Figure 4 It is a schematic diagram of the assembly of the driving device and the attachment device in the present invention.
[0020] The following is a description of the components in the accompanying drawings:
[0021] 1. Climbing device 11. Climbing hole 2. Attachment device 21. Connection assembly 22. First clamping tongue 23. First steel beam 24. Horizontal limit assembly 25. Second steel beam 26. Connector 3. Driving device 31. Second clamping tongue 32. Track slot 4. Lifting platform 5. Transfer beam 6. Structural main beam 7. Opening. DETAILED DESCRIPTION
[0022] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further explained below with reference to specific diagrams.
[0023] The present invention provides a double-column climbing device and attachment device based on a beam body, which adopts the main beam of the structure as a load-bearing member and innovatively proposes a double-column climbing method. The double columns are located on both sides of the beam body, and the load of the jacking platform is transferred to the main beam through the attachment mechanism. Compared with the traditional wall attachment device, the device can arrange the position of the fulcrum more flexibly, so it is not restricted by the position of the wall, so that the jacking platform can be applied to a more common concrete structure system, thereby expanding the application range of the jacking platform. The device has the characteristics of lightweight, easy operation, and high economy.
[0024] See also Figure 1-Figure 2 Each jacking platform 4 is divided into two climbing devices 1 by a transfer beam 5. The two climbing devices 1 are attached to the structural main beam 6 at intervals through an attachment device 2. The load is transferred to the two climbing devices 1 through the transfer beam 4, and then transferred to the structural main beam 6 through the attachment device 2.
[0025] Secondly, the attachment device 2 is also equipped with a driving device 3, and the climbing device 1 and the jacking platform 4 arranged on the climbing device 1 can be jacked up to the upper level through the jacking of the driving device 3 until the jacking platform completes the climbing of the entire floor height.
[0026] Furthermore, the climbing device in the present solution is a climbing track, which is symmetrically distributed, and the climbing track 1 is respectively and sequentially arranged through the openings 7 on both sides of the main beam 6.
[0027] The top of the climbing track 1 is connected to the jacking platform 4 through a conversion beam 5. The load of the jacking platform 4 can be transmitted to the two climbing tracks 1 through the conversion beam 5, and the two climbing tracks 1 then transmit the load force to the attachment device 2.
[0028] Climbing holes 11 are provided at regular intervals on each climbing rail 1 , and the climbing holes 11 are used to place the attachment device 2 and the driving device 3 .
[0029] The attachment devices 2 are arranged at intervals and connected with the floor slab, and are used to connect with the climbing device 1 so that the climbing device 1 is attached to the main beam 6 of the structure. Figure 3 The attachment device 2 includes a first steel beam 23 and a second steel beam 25 .
[0030] The first steel beam 23 is arranged laterally symmetrically, and a connecting component 21 is provided at the bottom thereof for fixed connection with the floor slab. The first steel beam 23 is in contact with the floor through the connecting component 21, and can transfer the load force to the structural main beam 6.
[0031] Furthermore, horizontal limit assemblies 24 are symmetrically arranged on the inner sides of the symmetrically arranged first steel beams 23 , and the climbing track 1 is located between the horizontal limit assemblies 24 . The climbing track 1 can be limited on both sides to limit the horizontal deviation of the climbing track 1 .
[0032] The second steel beams 25 are vertically symmetrically placed on the first steel beams 23, and a first latch 22 that can only rotate in one direction is set on one side of each second steel beam 25 relative to the climbing track 1, wherein the first latch 22 is used to extend into the climbing hole 11 of the climbing track 1, and the first latch 22 can only rotate upward but cannot rotate downward. Therefore, in the non-working state, since the first latch 22 cannot rotate downward, the climbing track 1 can be supported, so that the climbing track 1 is attached to the structural main beam 6.
[0033] Further, see Figure 3-Figure 4 A connecting piece 26 is also provided on the end surface of each second steel beam 25, and the connecting piece 26 is used to be hinged with the driving device 3. Through the cooperation of the driving device 3 and the attachment device 2, the climbing track 1 and the jacking platform 4 connected to the climbing track 1 can be climbed.
[0034] The driving device 3 in this solution is two sets of driving cylinders, which are symmetrically arranged and the bottoms are connected to the connecting members 26 on the attachment device 2 through pins.
[0035] See also Figure 4 A second latch 31 is symmetrically provided on one side of the driving end of the driving cylinder 3 relative to the climbing track. The second latch 31 is hook-shaped and can be engaged in the climbing hole 11 of the climbing track 1. When the driving cylinder 3 is extended, the second latch can form an upward supporting force on the climbing track 1, thereby driving the climbing track 1 to climb.
[0036] Furthermore, a track slot 32 is provided at the driving end of the driving cylinder 3 . The track slot 32 is arranged at the end and is engaged with the climbing track 1 to limit the positional relationship between the driving cylinder 3 and the climbing track 1 .
[0037] The climbing device 1 is connected to the jacking platform 4 through the conversion beam 5, and the load force of the jacking platform 4 can be transmitted to the climbing device 1. The climbing device 1 is cooperatively connected with the attachment device 2, and the attachment device 2 is connected to the floor through the connecting component 21, which can transmit the structural force of the jacking platform 4 to the structural main beam 6.
[0038] At the same time, one end of the driving device 3 is connected to the attachment device 2, and the other end is in contact with the climbing track 1 through the latch 31. Through the telescopic movement of the driving device 3 and the unidirectional rotating first latch 22 on the attachment device 2, the climbing track 1 can be continuously climbed upward.
[0039] Based on the above scheme, the double-column climbing device and the attachment device based on the beam body are constructed. The following example illustrates the working process of the device in a specific application. The specific working process is as follows:
[0040] When in working state, the attachment device 2 is connected to the floor slab of the structural main beam 6, and its first latch 22 is stuck in the climbing hole 11 of the climbing track 1. Since the first latch 22 is unidirectionally rotatable and cannot rotate downward, it supports the climbing track 1, so that the climbing track 1 is placed on the attachment device 2 and the structural main beam 6 through the first latch 22 of the attachment device 2.
[0041] When lifting, the second tongue 31 on the upper part of the driving cylinder 3 extends into the climbing hole 11 of the climbing track, and then the driving cylinder 3 extends, driving the second tongue 31 until it hits the upper surface of the climbing hole 11, and continues to extend the driving cylinder 3. The second tongue 31 provides an upward supporting force for the climbing track 1, pulling the climbing track 1 to climb upward. At the same time, during the climbing process, the climbing device 1 is disengaged from the first tongue 22 of the attachment device 2, and the first tongue 22 of the attachment device 2 can be rotated upward to prevent it from hindering the climbing of the column.
[0042] Then continue to extend the driving cylinder 3 until the first latch 22 of the attachment device 2 enters the next climbing hole, and then retract the cylinder until the first latch in the attachment device 2 abuts against the climbing hole at the climbing hole opening.
[0043] Then, the driving cylinder 3 is further retracted so that the second latching tongue 31 in the driving cylinder 3 enters the next climbing hole, thus completing a lifting stroke.
[0044] Repeat the above steps until the lifting platform completes the climb to the entire floor height.
[0045] The double-column climbing device and attachment device based on the beam body constituted by the above-mentioned scheme can arrange the position of the fulcrum more flexibly than the traditional wall attachment device, so it is not restricted by the position of the wall, so that the jacking platform can be applied to more common concrete structure systems, thereby expanding the application range of the jacking platform.
[0046] Secondly, the device as a whole adopts an assembled structure, the node structure is simple and clear, and it is convenient to disassemble and install, flexible and easy to operate.
[0047] The above shows and describes the basic principles, main features and advantages of the present invention. It should be understood by those skilled in the art that the present invention is not limited to the above embodiments, and the above embodiments and descriptions are only for explaining the principles of the present invention. Without departing from the spirit and scope of the present invention, the present invention may have various changes and improvements, which fall within the scope of the present invention to be protected. The scope of protection of the present invention is defined by the attached claims and their equivalents.
Claims
1. A double-column climbing device based on a beam body, It is characterized in that The double-column climbing device is symmetrically arranged and sequentially passes through the openings on both sides of the main beam. The top of the climbing device is connected to the jacking platform by arranging a conversion beam, and the load of the jacking platform is transferred to the climbing device through the conversion beam.
2. A double-column climbing device based on a beam body according to claim 1, It is characterized in that The double-column climbing device is provided with climbing holes at intervals.
3. An attachment device, It is characterized in that The attachment devices are arranged at intervals and connected with the floor slab, and are connected with the double-column climbing device described in claims 1-2, and are used to attach the climbing device to the main beam of the structure, transfer the load of the jacking platform to the attachment device via the climbing device, and then transfer it to the structural beam through the attachment device. The attachment device comprises a first steel beam and a second steel beam. The first steel beam is arranged symmetrically in the horizontal direction, and a connecting assembly is provided at the bottom thereof for fixed connection with the floor slab. The second steel beam is vertically symmetrically placed on the first steel beam, and a first tongue that can only rotate in one direction is provided on one side of each second steel beam relative to the climbing track for extending into the climbing hole of the climbing track.
4. The attachment device according to claim 3, It is characterized in that Horizontal limit assemblies for limiting the horizontal deviation of the climbing track are symmetrically arranged on opposite inner surfaces of the first steel beam.
5. The attachment device according to claim 3, It is characterized in that A connecting piece is also provided on the end surface of the second steel beam, and a driving device is provided in cooperation with the connecting piece.
6. The attachment device according to claim 5, It is characterized in that The driving devices are symmetrically arranged and the bottoms are connected to the connecting pieces on the attachment devices through pins.
7. The attachment device according to claim 6, It is characterized in that A second latch is provided on one side of the end of the driving device opposite to the climbing track, for contacting the climbing device.
8. The attachment device according to claim 7, It is characterized in that The end of the driving device is also provided with a clamping groove, which is engaged with the climbing rail and is used to limit the positional relationship between the oil cylinder and the climbing rail.
Citation Information
Patent Citations
Climbing supporting system of floor internal climbing hydraulic distributing machine
CN106499188A
Door-type self-adaptive telescopic hydraulic climbing platform system and climbing method thereof
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Supporting power system of self-climbing platform
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Hydraulic jacking protection type climbing system
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