Climbing frame wall-attaching connecting structure based on outer wall heat preservation integrated plate
By setting guide rods and support tops at the bottom of the beams and columns of the building structure, the problem of insufficient support of the climbing frame wall support when the wall width of the building is large, and the structural strength and operation stability of the climbing frame are achieved , improves installation efficiency and safety.
Patent Information
- Application Number
- CN202411690562.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-25
- Publication Date
- 2025-02-07
AI Technical Summary
When the wall width of the building is large, the focus point of the wall support of the climbing frame is transferred from the exterior wall insulation board to the shear wall, resulting in insufficient spacing of the guide rails near the exterior wall insulation board, affecting the stability of the support .
By setting a guide rod between the connecting seats at the bottom of the two structural beams and columns, and setting a plurality of horizontal support top seats outside the guide rod, the bottom of the support acts on the top of the beam, ensuring that the support top seat is supported by the beam , realize the structural strength and operating stability of the climbing frame.
It ensures the structural strength and operating stability of the climbing frame during application, and the support and top seat is flexible and adjustable, assisting the support and activities of the climbing frame, improving installation efficiency and safety.
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Figure CN119392913A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of climbing frame construction, and in particular to a climbing frame wall-attached connection structure based on an exterior wall thermal insulation integrated board. Background Art
[0002] Climbing frames are also called lifting frames. According to their power sources, they can be divided into hydraulic, electric, and manual types. As a new type of scaffolding system, it is mainly used in high-rise shear wall buildings. It can climb up or down along the building. This system has completely changed the scaffolding technology: first, there is no need to turn over the frame; second, the disassembly and assembly process of the scaffolding is eliminated (it is used after one assembly until the construction is completed), and it is not limited by the height of the building, which greatly saves manpower and materials.
[0003] The climbing frame is erected at a certain height and attached to the engineering structure. It relies on its own lifting equipment and devices to climb or descend layer by layer with the engineering structure. It is an external scaffolding with anti-overturning and anti-falling devices. The attached lifting scaffolding is mainly composed of the attached lifting scaffolding frame structure, attached supports, anti-overturning devices, anti-falling devices, lifting mechanisms and control devices.
[0004] The patent document with announcement number CN221298562U discloses a climbing frame wall connection structure based on an external wall insulation integrated board, which is arranged through a back plate and a heightened base, and the fulcrum of the wall-mounted support is transferred from the external wall insulation board to the shear wall, thereby solving the problems of loose bolts and movement of ear plates that may occur when the climbing frame is attached to the wall of the external wall insulation integrated board, ensuring that the climbing frame is firmly rooted in the wall-mounted support, ensuring that the climbing frame can work stably, and improving the safety factor of the climbing frame. In addition, the specially made heightened base does not need to be pre-buried in advance, and installation and disassembly are convenient and quick, saving time and reducing costs, thereby improving the installation efficiency of the climbing frame.
[0005] However, in the process of implementing the above technical solution, it is found that the above technical solution has the following technical problems:
[0006] The climbing frame wall connection structure based on the external wall insulation integrated board transfers the force point of the wall-attached support from the external wall insulation board to the shear wall by cooperating with the back plate and the elevated base, so that the climbing frame wall-attached support can be firmly rooted and ensure that the climbing frame can work stably. However, in actual application, due to the large width of the building wall and the large distance between the elevated bases connected to the shear wall, it is not conducive to arranging a sufficient number of climbing frame guide rails at equal intervals near the external wall insulation integrated board so that the guide rails can obtain sufficient support from the top support, and the degree of restriction is relatively large. Summary of the invention
[0007] In order to overcome the shortcomings of the prior art, an embodiment of the present application provides a climbing frame wall connection structure based on an exterior wall insulation integrated panel, by using a mounting seat to assemble two guide rods between the connecting seats at the bottom of two structural beams, and in the process of the two guide rods carrying multiple horizontal support seats, the bottoms of the multiple supports act on the top of the beam, so that the position of the support seats outside the guide rods can be controlled according to actual conditions, and it can ensure that the bottoms of the multiple horizontal support seats are supported by the beam, so that the structural strength and operation stability of the climbing frame during the application process are ensured under the premise that the multiple vertical support seats are assembled and fixed to the structural beams through the corresponding connecting seats, and the multiple horizontal support seats are flexibly adjustable, which is conducive to the technical effect of auxiliary support for the climbing frame activities.
[0008] The technical solution adopted by the embodiment of the present application to solve the technical problem is:
[0009] A climbing frame wall connection structure based on an external wall insulation integrated board comprises a connecting seat, a top support seat and a top support device, wherein a plurality of connecting seats are provided;
[0010] A plurality of top support seats are provided;
[0011] The top support is used to support the climbing frame to be suspended outside the building and is hinged to a corner of the top of the top support base;
[0012] Among them, the multiple support top seats are composed of two types of arrangements: horizontal arrangement and vertical arrangement. The multiple connecting seats are respectively assembled and fixed with the multiple support top seats arranged vertically. Two guide rods are arranged between the left and right connecting seats. The multiple support top seats arranged horizontally are slidably connected to the outside of the two guide rods, and multiple supports are commonly arranged on the outside of the two guide rods.
[0013] In a possible implementation, multiple connecting seats are bolted through the interior of the structural beams and columns and assembled and fixed with the structural beams and columns. The bottoms of multiple supports are supported on the tops of the crossbeams. Steel bars are embedded in the interiors of the structural beams and columns and the crossbeams, and are integrated with the building floor slabs by pouring concrete. A structural wall is constructed between the tops of the two structural beams and columns and the crossbeams, and the surface of the structural wall is assembled with multiple integrated insulation panels.
[0014] In a possible implementation, a base is provided at one end of the connection seat, and the base is buried inside the structural beam column so that one side of it is flush with the surface of the structural beam column, and one end of the connection seat is plugged into the inside of the base.
[0015] In a possible implementation, the top and bottom of one side of the base are integrally formed with buried pipes, the buried pipes are buried inside the connecting seat, and the bolts connecting the connecting seat and the structural beams pass through the inside of the buried pipes.
[0016] In a possible implementation, one side of the vertically arranged connecting seat is assembled and connected with a mounting seat, and both ends of the two guide rods are respectively assembled and connected to the inside of the mounting seat, and the connecting seat and the guide rods are respectively located on both sides of the mounting seat.
[0017] In one possible implementation, the support includes a vertical plate, a baffle is provided on one side of the support, two strip grooves are processed on one side surface of the vertical plate and one side surface of the baffle, the strip grooves on the vertical plate and the strip grooves on the baffle are opposite to each other, and after the vertical plate and the baffle are assembled and fixed, they are slidably connected to the outside of the two guide rods through the strip grooves.
[0018] In a possible implementation, a corner plate is integrally formed at one end of the vertical plate, and the corner plate is L-shaped. One side of the beam is raised from the surface of the structural wall, and the corner plate is buckled at the corner of the top of the beam.
[0019] In a possible implementation, the two guide rods are located at the top edge of the crossbeam and a gap is reserved between the two guide rods and the edge of the crossbeam, and the center of gravity of the support is biased toward one side of the two guide rods.
[0020] In a possible implementation, the plurality of supports and the plurality of horizontally arranged top support seats are staggered, two supports are distributed on both sides of the horizontally arranged top support seat, and the supports are located between the erection seat and the top support seat.
[0021] The beneficial effects of this application are:
[0022] First, in this scheme, two guide rods are assembled between the connecting seats at the bottom of the two structural beams by using the erection seats. In the process of the two guide rods carrying multiple horizontal support seats, the bottoms of the multiple supports act on the top of the crossbeam. The position of the support seats outside the guide rods can be controlled according to actual conditions, and the bottoms of the multiple horizontal support seats can be supported by the crossbeam. Therefore, on the premise that the multiple vertical support seats are assembled and fixed to the structural beams through the corresponding connecting seats, the structural strength and operation stability of the climbing frame can be ensured during the application of the climbing frame. The multiple horizontal support seats are flexibly adjustable, which is conducive to the effect of auxiliary support for the climbing frame activities.
[0023] Second, in this solution, by configuring the support to be composed of a vertical plate and an angle plate, when the angle plate is buckled at the corner of the top of the beam, the overall center of the support can be inclined toward one side of the two guide rods, and the support can be buckled on the outside of the two guide rods through two strip grooves processed on the surface of the vertical plate, which is convenient for construction. BRIEF DESCRIPTION OF THE DRAWINGS
[0024] Figure 1 It is a schematic diagram of the overall structure of the present invention in use;
[0025] Figure 2 It is a schematic diagram of the connection structure between the present invention and the structural beam column;
[0026] Figure 3 It is a schematic diagram of the structure of the present invention when it is disconnected from the structural beam column;
[0027] Figure 4 For the present invention Figure 1 The enlarged schematic diagram of the middle A part;
[0028] Figure 5 It is a schematic diagram of the connection structure between the present invention and the crossbeam.
[0029] Figure numerals: 1. Structural wall; 2. Base; 3. Structural beam and column; 4. Crossbeam; 5. Top support; 6. Baffle; 7. Strip groove; 8. Guide rod; 9. Buried pipe; 10. Support; 101. Vertical plate; 102. Angle plate; 11. Top support seat; 12. Erection seat; 13. Connection seat; 14. Thermal insulation integrated board. DETAILED DESCRIPTION
[0030] The technical solution in the embodiment of the present application is to solve the problems of the above-mentioned background technology, and the overall idea is as follows:
[0031] Embodiment 1:
[0032] This embodiment introduces a specific structure of a climbing frame wall connection structure based on an external wall insulation integrated board. Figure 1-Figure 5 As shown, it includes a plurality of connecting seats 13, a plurality of supporting top seats 11 and a supporting top device 5 for supporting the climbing frame to be hung outside the building and hinged to a corner of the top of the supporting top seat 11. Two guide rods 8 are arranged between the left and right connecting seats 13, and a plurality of supporting seats 10 are arranged outside the two guide rods 8.
[0033] like Figure 1 As shown, the structural beams 3 and beams 4 are embedded with steel bars, and are processed into one with the building floor by pouring concrete. A structural wall 1 is constructed between the tops of the two structural beams 3 and beams 4, and a plurality of thermal insulation integrated panels 14 are assembled and connected to the surface of the structural wall 1;
[0034] Among them, the multiple supporting top seats 11 are composed of two ways of horizontal arrangement and vertical arrangement, and the multiple connecting seats 13 are respectively assembled and fixed with the multiple supporting top seats 11 arranged in the vertical direction. By passing the multiple connecting seats 13 through the interior of the structural beam column 3 through bolts and assembling and fixing with the structural beam column 3, the multiple supporting top seats 11 arranged in the vertical direction can be connected and fixed with the structural beam column 3, so as to ensure the effect of the supporting top device 5 on the corresponding supporting top seat 11 supporting the climbing frame (the supporting points of the supporting top device 5 and the climbing frame and the guide rails for the upward and downward movement of the climbing frame are common knowledge in the art);
[0035] Secondly, by making the multiple horizontally arranged support top seats 11 slidably connected to the outside of the two guide rods 8, when the bottoms of the multiple supports 10 are supported on the top of the crossbeam 4, the support top seats 11 arranged outside the two guide rods 8 can be effectively supported by means of the support of the crossbeam 4 on the support 10, so that when setting up the climbing frame outside the building, it is convenient to provide enough support points for the climbing frame through the support top device 5 as much as possible to ensure the structural strength of the climbing frame when it is moving upward;
[0036] Furthermore, in order to prevent the surface of the structural beam column 3 from being seriously damaged by the pressure exerted by the support 5 when the connecting seat 13 is connected to the structural beam column 3, as shown in FIG. Figure 2 and Figure 3 As shown, a base 2 is provided at one end of the connection seat 13. By burying the base 2 inside the structural beam column 3, one side of the base 2 is flush with the surface of the structural beam column 3. When one end of the connection seat 13 is plugged into the inside of the base 2, the base 2 can be used to position the connection seat 13, and the base 2 can be placed between the connection seat 13 and the structural beam column 3, so as to avoid the surface of the connection seat 13 directly exerting pressure on the structural beam column 3.
[0037] Furthermore, in order to prevent the passage for the bolts from being blocked by sand, gravel, steel bars, etc. when the connection base 13 is fixed to the structural beam column 3 by bolts, Figure 2 and Figure 3 As shown, the top and bottom of one side of the base 2 are integrally formed with an embedded pipe 9, and the embedded pipe 9 is embedded in the connection seat 13, so that the bolts connecting the connection seat 13 and the structural beam column 3 pass through the embedded pipe 9. In this process, the bolts can move smoothly in the embedded pipe 9 (that is, the bolts are not blocked from moving inside the structural beam column 3);
[0038] Based on the environment where multiple support seats 11 are active outside the two guide rods 8, such as Figure 1 and Figure 5 As shown, one side of the vertically arranged connection seat 13 is assembled and connected with the mounting seat 12, and by making the two ends of the two guide rods 8 assembled and connected to the inside of the mounting seat 12, the connection seat 13 and the guide rods 8 can be respectively located on both sides of the mounting seat 12 (the mounting seat 12 is U-shaped, but one end is shorter than the other end);
[0039] like Figure 1 and Figure 4 As shown, the support 10 includes a vertical plate 101, a baffle 6 is provided on one side of the support 10, and two strip grooves 7 are processed on one side surface of the vertical plate 101 and one side surface of the baffle 6;
[0040] Among them, by making the strip groove 7 on the vertical plate 101 and the strip groove 7 on the baffle 6 face each other, when the vertical plate 101 and the baffle 6 are assembled and fixed, the support 10 carrying the baffle 6 can be sleeved on the outside of the two guide rods 8, and at this time, the support 10 and the baffle 6 can be slidably connected to the outside of the two guide rods 8 through the strip groove 7, so that the position of the support 5 supporting it can be appropriately adjusted according to the climbing frame, which has strong flexibility and is conducive to adding guide rails to the climbing frame to meet actual needs;
[0041] Secondly, in order to ensure the support stability of the support seat 10 through the two guide rods 8, the support seat 11 on the two guide rods 8 is Figure 4 As shown, one end of the vertical plate 101 is integrally formed with an angle plate 102. By setting the angle plate 102 in an L-shape, based on the fact that one side of the beam 4 is raised from the surface of the structural wall 1, the angle plate 102 can be buckled at the corner of the top of the beam 4, and the support 10 is positioned by the cooperation of the angle plate 102 and the beam 4;
[0042] At the same time, by positioning the two guide rods 8 at the top edge of the beam 4 and leaving a gap with the edge of the beam 4, when the angle plate 102 is buckled at the corner of the top of the beam 4, the center of gravity of the support 10 can be biased toward one side of the two guide rods 8, ensuring that when the two guide rods 8 are assembled between the two mounting seats 12, the connection between the support 10 and the two guide rods 8 is more stable;
[0043] Furthermore, in order to ensure that the two guide rods 8 are assembled between the two connecting seats 13 near the crossbeam 4, the multiple supports 10 can provide sufficient support for the two guide rods 8, thereby minimizing the deformation of the guide rods 8 in the process of supporting the climbing frame with the top support seat 11 and the top support device 5. Figure 1 As shown, multiple supports 10 and multiple horizontally arranged top support seats 11 are alternately arranged. By distributing two supports 10 on both sides of the horizontally arranged top support seat 11 and locating the support 10 between the erection seat 12 and the top support seat 11, it can be ensured that each time the climbing frame rises one floor, it can obtain the main support from the multiple connecting seats 13, multiple top support seats 11 and multiple top support devices 5 in the vertical direction, as well as the auxiliary support from the multiple supports 10, multiple top support seats 11 and multiple top support devices 5 in the horizontal direction.
[0044] The above design is to assemble and fix multiple top support seats 11 arranged in a row in the vertical direction with the corresponding connection seats 13. When the bolts are passed through the connection seats 13, the base 2 and the buried pipe 9 for fastening, the connection seats 13 can be fixed inside the base 2, so that multiple connection seats 13 cooperate with multiple top support seats 11, so that the top support device 5 on the corresponding top support seat 11 supports the climbing frame to be suspended outside the building;
[0045] At the same time, by setting two guide rods 8 at the top of the building floor, and assembling the mounting seats 12 connected and fixed to the connecting seats 13 at both ends of the two guide rods 8, with the help of the two mounting seats 12 and the guide rods 8 to support the corresponding assembly work of multiple supports 10 and multiple baffles 6, the angle plate 102 on the support 10 is supported at the corner of the top of the building floor beam 4. According to the distance between two adjacent structural beams 3 on the same floor and the setting requirements of the climbing frame, the positions of multiple horizontal support top seats 11 on the two guide rods 8 can be controlled, so that the support top devices 5 on them can be supported on the climbing frame, thereby ensuring the structural strength and operation stability during the application of the climbing frame.
[0046] Finally, it should be noted that: Obviously, the above embodiments are only examples for clearly explaining the present invention, and are not intended to limit the implementation methods. For ordinary technicians in the relevant field, other different forms of changes or modifications can be made based on the above description. It is not necessary and impossible to list all the implementation methods here. The obvious changes or modifications derived from this are still within the scope of protection of the present invention.
Claims
1. A climbing frame wall connection structure based on an external wall insulation integrated board, characterized in that: include: A connecting seat (13), which is provided in plurality; A plurality of supporting top seats (11) are provided; A top support (5), which is used to support the climbing frame to be suspended outside the building and is hinged to a corner of the top of the top support seat (11); The plurality of support top seats (11) are composed of two types of arrangements: horizontal arrangement and vertical arrangement; the plurality of connecting seats (13) are respectively assembled and fixed with the plurality of support top seats (11) arranged vertically; two guide rods (8) are arranged between the left and right connecting seats (13); the plurality of support top seats (11) arranged horizontally are slidably connected to the outside of the two guide rods (8); and the outside of the two guide rods (8) are jointly provided with a plurality of supports (10).
2. The climbing frame wall-attached connection structure based on the exterior wall insulation integrated board according to claim 1 is characterized in that: The plurality of connection seats (13) are bolted through the interior of the structural beam column (3) and assembled and fixed with the structural beam column (3), and the bottoms of the plurality of supports (10) are supported on the top of the cross beam (4); The structural beams (3) and cross beams (4) are internally embedded with steel bars and are integrated with the building floor slab by pouring concrete. A structural wall (1) is constructed between the tops of the two structural beams (3) and cross beams (4), and a plurality of thermal insulation integrated panels (14) are assembled and connected to the surface of the structural wall (1).
3. The climbing frame wall-attached connection structure based on the exterior wall insulation integrated board according to claim 1 is characterized in that: A base (2) is provided at one end of the connection seat (13); the base (2) is buried inside the structural beam column (3) so that one side thereof is flush with the surface of the structural beam column (3); and one end of the connection seat (13) is plugged into the inside of the base (2).
4. The climbing frame wall-attached connection structure based on the exterior wall insulation integrated board according to claim 3 is characterized in that: The top and bottom of one side of the base (2) are integrally formed with an embedded pipe (9), the embedded pipe (9) is embedded in the interior of the connecting seat (13), and the bolts connecting the connecting seat (13) and the structural beam column (3) pass through the interior of the embedded pipe (9).
5. The climbing frame wall-attached connection structure based on the exterior wall insulation integrated board according to claim 1 is characterized in that: One side of the vertically arranged connecting seat (13) is assembled and connected to a mounting seat (12), and both ends of the two guide rods (8) are respectively assembled and connected to the inside of the mounting seat (12), and the connecting seat (13) and the guide rods (8) are respectively located on both sides of the mounting seat (12).
6. The climbing frame wall-attached connection structure based on the exterior wall insulation integrated board according to claim 1 is characterized in that: The support (10) comprises a vertical plate (101), a baffle (6) is arranged on one side of the support (10), and two strip grooves (7) are processed on one side surface of the vertical plate (101) and one side surface of the baffle (6); The strip groove (7) on the vertical plate (101) and the strip groove (7) on the baffle plate (6) are directly opposite to each other, and after the vertical plate (101) and the baffle plate (6) are assembled and fixed, they are slidably connected to the outside of the two guide rods (8) through the strip groove (7).
7. The climbing frame wall-attached connection structure based on the exterior wall insulation integrated board according to claim 6 is characterized in that: One end of the vertical plate (101) is integrally formed with an angle plate (102), the angle plate (102) is L-shaped, one side of the cross beam (4) is raised from the surface of the structural wall (1), and the angle plate (102) is buckled at the corner of the top of the cross beam (4).
8. The climbing frame wall-attached connection structure based on the exterior wall thermal insulation integrated board according to claim 1 is characterized in that: The two guide rods (8) are located at the top edge of the cross beam (4) and a gap is reserved between the two guide rods and the edge of the cross beam (4). The center of gravity of the support (10) is biased toward one side of the two guide rods (8).
9. The climbing frame wall-attached connection structure based on the exterior wall thermal insulation integrated board according to claim 1, characterized in that: The plurality of supports (10) and the plurality of horizontally arranged support top seats (11) are arranged in an alternating manner, two of the supports (10) are distributed on both sides of the horizontally arranged support top seat (11), and the supports (10) are located between the mounting seat (12) and the support top seat (11).
Citation Information
Patent Citations
Climbing frame wall-attaching connecting structure based on outer wall heat preservation integrated plate
CN221298562U