A device for assisting the integral connection of a full-steel climbing frame wall-attached support of an air space layer
Patent Information
- Application Number
- CN202522066961.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-09-25
- Publication Date
- 2026-08-18
- Estimated Expiration
- 2035-09-25
AI Technical Summary
本实用新型设置的连接装置能够解决隔空层处结构板内收、结构板水平差而导致的附着支座无法安装的问题，是辅助隔空层、跃层全钢爬架附墙支座整体性连接的装置；该装置强度高，且可多次重复周转使用；拆卸和安装都相对方便
[0015] This invention utilizes an integrated wall-mounted support connection device composed of I-beams and L-shaped pre-embedded bolts. Wall-mounted supports are installed on the I-beams, and then connected to the upper concrete structural beams via steel tie rods. The open-cell area is further connected by multiple integrated wall-mounted support connection devices, allowing the load of the climbing frame to be transferred along the I-beams and steel beam supports to the concrete columns and structural beams. This prevents the climbing frame from failing to climb as a whole. Through these operations, the climbing frame's tracks, joists, and I-beams will not deform, tilt, or collapse during climbing, descending, or prohibited states. The I-beams remain horizontal, preventing any protrusions or depressions that could interfere with the climbing frame's operation. Furthermore, the assembly and disassembly of the load-bearing mechanism, while requiring a tower crane for hoisting, only requires bolt connections, making it simple and quick. Only the bolted connections need to be disassembled, and the components can be hoisted elsewhere by a tower crane for reuse. Assembly, disassembly, and adjustment are relatively flexible.
Smart Images
Figure CN224648111U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building construction technology, and in particular to a device for integral connection of the wall-mounted support of the all-steel climbing scaffold in the auxiliary air gap layer. Background Technology
[0002] Construction projects have resulted in numerous large-scale commercial and residential buildings, as well as landmark structures, with unique designs and high ceilings. Due to usability and design requirements, these buildings often feature open-plan or split-level layouts. Typically, construction companies choose attached lifting scaffolding for vertical protection based on principles of economy, safety, and aesthetics. However, this often leads to problems during installation, such as the inability to install wall supports due to the recessed structure of the open-plan space. This impacts project costs and operational safety. Therefore, how to solve the problem of installing wall supports for attached lifting scaffolding at open-plan locations during construction, ensuring the integrity of the scaffolding and safe operation, has become a key research focus for the overall protection of construction projects. Summary of the Invention
[0003] The purpose of this invention is to provide a device for the integral connection of the wall-mounted supports of the all-steel climbing scaffold in the open space, solving the technical problems mentioned in the background art. The connection device provided by this invention can solve the problem of the inability to install the attachment supports due to the inward inclination of the structural plates and the difference in the level of the structural plates at the open space. It is a device for the integral connection of the wall-mounted supports of the all-steel climbing scaffold in the open space and the mezzanine level; the device has high strength and can be reused multiple times; disassembly and installation are relatively convenient.
[0004] To achieve the above objectives, the technical solution adopted by this utility model is as follows:
[0005] A device for integral connection of the wall-mounted support of an auxiliary all-steel climbing scaffold in a void layer includes an I-beam, an L-shaped pre-embedded screw, and a top support rod. The L-shaped pre-embedded screw is pre-embedded in the concrete columns of the void layer, with one end of the L-shaped pre-embedded screw extending out of the outer side of the concrete column. Two concrete columns are set on a concrete beam slab. The I-beam is set on one side of the two concrete columns or between the two concrete columns. If the I-beam is set on one side of the two concrete columns, one end of the L-shaped pre-embedded screw is connected to a steel beam support, and the I-beam is connected to the steel beam support. If the I-beam is set between the two concrete columns, one end of the L-shaped pre-embedded screw is connected to a connecting seat, and the I-beam is connected to the connecting seat. The top support rods are spaced apart between the I-beam and the concrete beam slab.
[0006] Furthermore, the steel beam support includes a steel beam support body, one end of which is connected to an L-shaped pre-embedded screw. A channel steel support member is provided on the inner side of the steel beam support body, and the channel steel support member is fixed to the steel beam support body by welding. The steel beam support body is configured as a triangular structure.
[0007] Furthermore, the I-beam is connected to the top of the main body of the steel beam support. A first bottom connecting plate is provided between the I-beam and the main body of the steel beam support, and the two ends of the first bottom connecting plate extend out of the two sides of the I-beam respectively. The first bottom connecting plate and the main body of the steel beam support are respectively connected by the first bolt. Two connecting lugs are provided on the two sides of the I-beam respectively, and the connecting lugs are connected to the first bottom connecting plate.
[0008] Furthermore, the connecting seat includes a connecting plate and a wall-mounted plate. One end of the wall-mounted plate is connected to one end of the connecting plate, and the connecting plate and the wall-mounted plate are perpendicularly connected. A stiffening plate is provided between the connecting plate and the wall-mounted plate. One end of the stiffening plate is connected to the connecting plate, and the other end of the stiffening plate is connected to the wall-mounted plate.
[0009] Furthermore, a fixing plate is connected to the end of the I-beam, and a second bottom connecting plate is vertically connected to the bottom end of the fixing plate. The second bottom connecting plate is located at the bottom end of the I-beam end, and the second bottom connecting plate and the connecting plate are respectively connected by a second bolt.
[0010] Furthermore, the top support rod includes a trapezoidal thread adjustable screw and a round steel tube. The top end of the round steel tube is provided with a top support nut, and the lower end of the trapezoidal thread adjustable screw is threadedly connected to the top support nut. The round steel tube is configured as a hollow round steel tube.
[0011] Furthermore, a pad is provided at the bottom end of the round steel pipe, and the pad abuts against the concrete beam slab. A top plate is provided at the top end of the trapezoidal threaded adjustable screw, and the top plate abuts against the bottom end of the I-beam.
[0012] Furthermore, two wall-mounted support mounting plates are respectively provided on both sides of the I-beam. The wall-mounted support mounting plates are provided with extension components and wall-mounted supports. They are connected by through-wall bolts that pass through the I-beam, extension components and wall-mounted supports in sequence. The two ends of the through-wall bolts are fixed by nuts.
[0013] Furthermore, the wall-mounted support is connected to the air gap structure beam via a steel tie rod. The upper end of the steel tie rod is connected to an upper tie plate via a connecting bolt. One end of the upper tie plate is connected to the air gap structure beam via a through-wall bolt. The lower end of the steel tie rod is connected to a lower tie plate via a connecting bolt. One end of the lower tie plate is connected to the wall-mounted support.
[0014] This utility model, by adopting the above-mentioned technical solution, has the following beneficial effects:
[0015] This invention utilizes an integrated wall-mounted support connection device composed of I-beams and L-shaped pre-embedded bolts. Wall-mounted supports are installed on the I-beams, and then connected to the upper concrete structural beams via steel tie rods. The open-cell area is further connected by multiple integrated wall-mounted support connection devices, allowing the load of the climbing frame to be transferred along the I-beams and steel beam supports to the concrete columns and structural beams. This prevents the climbing frame from failing to climb as a whole. Through these operations, the climbing frame's tracks, joists, and I-beams will not deform, tilt, or collapse during climbing, descending, or prohibited states. The I-beams remain horizontal, preventing any protrusions or depressions that could interfere with the climbing frame's operation. Furthermore, the assembly and disassembly of the load-bearing mechanism, while requiring a tower crane for hoisting, only requires bolt connections, making it simple and quick. Only the bolted connections need to be disassembled, and the components can be hoisted elsewhere by a tower crane for reuse. Assembly, disassembly, and adjustment are relatively flexible. Attached Figure Description
[0016] Figure 1 This is a schematic diagram of the I-beam of the connecting device of this utility model being installed on one side of a concrete column;
[0017] Figure 2 This is a schematic diagram of the connection between the steel beam support and the concrete column of this utility model via L-shaped pre-embedded bolts;
[0018] Figure 3 This is a schematic diagram of the I-beam of the connecting device of this utility model installed between concrete columns;
[0019] Figure 4 This is a schematic diagram showing the connection between the I-beam and the connecting seat when the I-beam of the connecting device of this utility model is set between concrete columns;
[0020] Figure 5 This is a schematic diagram of the structure of the connector of this utility model;
[0021] Figure 6 This is a schematic diagram of the top support rod structure of this utility model;
[0022] Figure 7 This is a detailed drawing of the adjustable tie rod node for the wall-mounted support connection of this utility model.
[0023] In the attached diagram, 1-I-beam, 1-1-wall mount plate, 1-2-connecting lug, 1-3-first bottom connecting plate, 2-steel beam support, 2-1-steel beam support body, 2-2-channel steel support member, 3-L-shaped embedded bolt, 4-connecting seat, 4-1-connecting plate, 4-2-wall mount plate, 4-3-stiffening plate, 4-4-second bolt, 4-5-second bottom connecting plate, 4-6-fixing Plate, 5-steel tie rod, 5-1-upper tie plate, 5-2-connecting bolt, 5-3-lower tie plate, 6-top support rod, 6-1-top plate, 6-2-trapezoidal threaded adjustable screw, 6-3-top support nut, 6-4-round steel pipe, 6-5-pad plate, 7-through-wall bolt, 8-heightening component, 9-concrete column, 10-concrete beam and slab, 11-opening layer structural beam, 12-wall-attached support, 13-nut. Detailed Implementation
[0024] To make the objectives, technical solutions, and advantages of this utility model clearer, the following detailed description is provided with reference to the accompanying drawings and preferred embodiments. However, it should be noted that many details listed in the specification are merely to provide the reader with a thorough understanding of one or more aspects of this utility model, and these aspects can be achieved even without these specific details.
[0025] To address the issue that existing technologies often fail to install wall-mounted supports due to the inward-curving structure of the void layer, leading to increased costs and reduced safety for vertical protection of high-rise building facades, the inventors, after careful analysis, discovered that there is currently no effective solution to the problem of installing attachment supports in the void layer area due to the inward curvature and horizontal differences of the structural slabs. Therefore, the inability to resolve this issue directly impacts the selection of vertical protection methods for high-rise and super high-rise buildings. Based on factors such as economy, safety, and aesthetics, high-rise and super high-rise buildings typically choose all-steel attached lifting scaffolding for vertical protection. Multiple lifting positions need to be coordinated around the building to ensure the overall climbing and lowering of the all-steel climbing scaffolding. Therefore, to successfully implement all-steel attached lifting scaffolding for vertical protection of high-rise, super high-rise, large commercial and residential buildings, and landmark buildings, the first issue to address is how to install wall-mounted supports and lifting positions in the void layer area. Furthermore, open-plan and mezzanine floors often only have structural columns and slabs. Therefore, the installation of wall supports and machine positions in the open-plan area, as well as the overall climbing of the all-steel climbing formwork, is achieved by combining the existing structural columns, beams, and slabs with external components. Based on the above analysis, the inventors made some adjustments to the installation method of the all-steel climbing formwork wall supports and machine positions.
[0026] like Figure 1-4As shown, a device for integral connection of the wall-mounted support of an auxiliary all-steel climbing scaffold in a spaced-out layer includes an I-beam 1, an L-shaped pre-embedded screw 3, and a top support rod 6. The L-shaped pre-embedded screw 3 is pre-embedded in the concrete columns 9 of the spaced-out layer, and one end of the L-shaped pre-embedded screw 3 extends out of the outer side of the concrete column 9. The two concrete columns 9 are set on a concrete beam slab 10, and the I-beam 1 is set on one side of the two concrete columns 9 or between the two concrete columns 9. If the I-beam 1 is set on one side of the two concrete columns 9, one end of the L-shaped pre-embedded screw 3 is connected to a steel beam support. 2. One end of the L-shaped pre-embedded screw 3 is fixed by a nut 13 and a washer. One L-shaped pre-embedded screw is equipped with one washer and two nuts. The I-beam 1 is connected to the steel beam support 2. If the I-beam 1 is set between two concrete columns 9, one end of the L-shaped pre-embedded screw 3 is connected to a connecting seat 4. One end of the L-shaped pre-embedded screw 3 is fixed by a nut and a washer. The I-beam 1 is connected to the connecting seat 4. The top support rods 6 are respectively set at intervals between the I-beam 1 and the concrete beam slab 10. The top support rods 6 are set to prevent the I-beam 1 from bending and deforming.
[0027] like Figure 1-2 As shown, the steel beam support 2 includes a steel beam support body 2-1. One end of the steel beam support body 2-1 is connected to an L-shaped pre-embedded screw 3. The outer end of the L-shaped pre-embedded screw 3 is fixed by a nut 13 to prevent the steel beam support body 2-1 from falling off. A channel steel support member 2-2 is provided on the inner side of the steel beam support body 2-1, and the channel steel support member 2-2 is fixed to the steel beam support body 2-1 by welding. The steel beam support body 2-1 is set as a triangular structure. The steel beam support 2 of this utility model is formed by two independent channel steel support frames fully welded together by connecting plates. The steel beam support 2 uses channel steel as the internal support member of the triangular steel beam support, and all welding is full welding. The I-beam 1 is connected to the top of the main body 2-1 of the steel beam support. A first bottom connecting plate 1-3 is provided between the I-beam 1 and the main body 2-1 of the steel beam support. The two ends of the first bottom connecting plate 1-3 extend out from both sides of the I-beam 1. The first bottom connecting plate 1-3 and the main body 2-1 of the steel beam support are respectively connected by first bolts 1-4. Two connecting lugs 1-2 are provided on both sides of the I-beam 1. The connecting lugs 1-2 are connected to the first bottom connecting plate 1-3. Two triangular stiffening plates (connecting lugs) are fully welded along the web of the I-beam on one side of the end of the I-beam. A total of four plates are welded to the lower flange of the I-beam crossbeam. A rectangular plate (first bottom connecting plate) is fully welded to the four triangular stiffening plates. Bolt connection holes are provided on both sides of the rectangular plate, so that the first bottom connecting plate is connected to the main body of the steel beam support by the first bolts.
[0028] like Figure 5As shown, the connecting seat 4 includes a connecting plate 4-1 and a wall-mounted plate 4-2. One end of the wall-mounted plate 4-2 is connected to one end of the connecting plate 4-1, and the connecting plate 4-1 and the wall-mounted plate 4-2 are perpendicularly connected. A stiffening plate 4-3 is provided between the connecting plate 4-1 and the wall-mounted plate 4-2. One end of the stiffening plate 4-3 is connected to the connecting plate 4-1, and the other end of the stiffening plate 4-3 is connected to the wall-mounted plate 4-2, which is used to enhance the stability of the connecting plate 4-1 and the wall-mounted plate 4-2. A fixing plate 4-6 is connected to the end of the I-beam 1. A second bottom connecting plate 4-5 is perpendicularly connected to the bottom end of the fixing plate 4-6, and the second bottom connecting plate 4-5 is located at the bottom end of the end of the I-beam 1. The second bottom connecting plate 4-5 and the connecting plate 4-1 are respectively connected by a second bolt 4-4. This installation does not require the installation of steel beam support 2. It only requires the connection between the wall-mounted plate 4-2 of the I-beam end connector 4 and the L-shaped pre-embedded screw 3 of the concrete column. A trapezoidal plate (fixing plate) is fully welded to the vertical surface of the horizontal connector end of the I-beam. A rectangular plate (second bottom connecting plate) is fully welded perpendicular to the bottom long side of the trapezoidal plate. The rectangular plate is symmetrical on both sides with the I-beam as the axis. Each side of the rectangular plate has a through bolt hole. The connecting support 4 is located below the end of the I-beam 1. It is formed by fully welding two rectangular steel plates to form an L-shape. The vertical direction is the wall-mounted plate 4-2, and the horizontal direction is the connecting plate 4-1 connecting the I-beam 1. An additional stiffening plate 4-3 is added at the inner corner axis position of the L-shaped plate and fully welded to the above plate in both the horizontal and vertical directions. The horizontal plate has two bolt connection holes, which are consistent with the bolt hole positions of the connecting plate at the end of the I-beam 1. The vertical plate has four bolt connection holes. It is connected to the concrete column 9 by two pre-embedded screws 3.
[0029] like Figure 6 As shown, the top support rod 6 includes a trapezoidal threaded adjustable screw 6-2 and a round steel tube 6-4. A top support nut 6-3 is provided at the top of the round steel tube 6-4, and the top support nut is fully welded to the end of the round steel tube. The lower end of the trapezoidal threaded adjustable screw 6-2 is threadedly connected to the top support nut 6-3. The round steel tube 6-4 is a hollow round steel tube, allowing the lower end of the trapezoidal threaded adjustable screw 6-2 to be housed inside the round steel tube 6-4. A pad 6-5 is provided at the bottom of the round steel tube 6-4, abutting against the concrete beam slab 10. The pad can be a 100×100mm rectangular pad, and is fully welded to the bottom of the round steel tube. A top plate 6-1 is provided at the top of the trapezoidal threaded adjustable screw 6-2, abutting against the bottom of the I-beam 1. The top plate can be a circular top plate, and is fully welded to the end of the trapezoidal threaded adjustable screw.
[0030] like Figure 7As shown, two wall-mounted support plates 1-1 are spaced apart on both sides of the I-beam 1. Each wall-mounted support plate 1-1 has a heightening member 8 and a wall-mounted support 12. These are connected by through-wall bolts 7, which pass sequentially through the I-beam 1, the heightening member 8, and the wall-mounted support 12. Both ends of the through-wall bolts 7 are fixed with nuts 13. The wall-mounted supports are installed according to the web height of the I-beam 1. Two wall-mounted support plates 1-1 are fully welded to each side, for a total of four plates on both sides. Each plate has a bolt hole at its center. If the horizontal difference between adjacent structures at the spacer layer results in insufficient horizontal installation height for the wall-mounted support 12, the heightening member 8 and the wall-mounted support 12 are installed on the wall-mounted support plates 1-1 and connected using through-wall bolts 7. The wall-mounted support 12 is connected to the air gap structure beam 11 by a steel tie rod 5. The upper end of the steel tie rod 5 is connected to an upper tie plate 5-1 by a connecting bolt 5-2. One end of the upper tie plate 5-1 is connected to the air gap structure beam 11 by a through-wall bolt 7. The lower end of the steel tie rod 5 is connected to a lower tie plate 5-3 by a connecting bolt 5-2. One end of the lower tie plate 5-3 is connected to the wall-mounted support 12.
[0031] The installation process of the connection device of this utility model is as follows:
[0032] Step 1: The required number of L-shaped pre-embedded screws 3 are pre-embedded at the designated positions during the construction of the void layer concrete column 9 structure;
[0033] Step 2: If the I-beam 1 is placed on one side of the two concrete columns 9, use washers and nuts 13 to connect the steel beam support 2 to the L-shaped embedded bolts 3, and connect the I-beam 1 to the steel beam support 2 with the first bolts 1-4. This constitutes the first working condition (steel beam support required). If the I-beam 1 is placed between the two concrete columns 9, connect the fixing plate 4-6 to the connecting support 4 with connecting bolts 4-4, and then connect the connecting support 4 to the L-shaped embedded bolts 3 with washers and nuts 13. This constitutes the second working condition (steel beam support not required). In both the first and second working conditions, the I-beam needs to be adjusted to a horizontal state.
[0034] Step 3: At the lower flange of the I-beam 1 at the position of the two wall-mounted support mounting plates 1-1, use the top support rod 6 to push back to ensure that the I-beam 1 is prevented from bending and deforming due to the load when the subsequent wall-mounted support 12 is installed.
[0035] Step 4: If the horizontal difference between the adjacent structures above and below the partition layer causes the wall-mounted support 12 to be installed at insufficient horizontal height, install the heightening component 8 and the wall-mounted support 12 on the wall-mounted support mounting plate 1-1 and connect them with the through-wall bolt 7.
[0036] Step 5: After the wall-mounted support 12 of the air gap is installed, the upper structural beam 11 is connected to the wall-mounted support 12 using steel tie rods 5. The steel tie rod 5 is a three-section detachable type. The upper end of the upper tie plate 5-1 is connected to the air gap structural beam 11 through the through-wall bolt 7; the lower end of the upper tie plate 5-1 is connected to the upper end of the steel tie rod 5 through the connecting bolt 5-2; the lower end of the lower tie plate 5-3 is connected to the wall-mounted support 12, the extension piece 8, and the I-beam 1 through the through-wall bolt 7; the upper end of the lower tie plate 5-3 is connected to the lower end of the steel tie rod 5 through the connecting bolt 5-4.
[0037] Step 6: After the wall-mounted support 12 of the open space is installed and checked to be correct, the overall climbing and lowering of the all-steel attached lifting scaffold can be carried out.
[0038] Step 7: When dismantling the all-steel climbing scaffold, first hoist the scaffold into sections, then dismantle the guide rails, steel tie rods 5, wall supports 12, heightening components 8, I-beams 1, top support rods 6, and steel beam supports 2, following the installation sequence and the principle of dismantling the last installed components first and the first installed components last. The dismantling of I-beams 1 and steel beam supports 2 requires the use of a tower crane for hoisting.
[0039] The device for the integral connection of the auxiliary all-steel climbing scaffold wall-mounted supports in the open space is designed by the climbing scaffold manufacturer based on the project's structural characteristics and the most unfavorable working conditions of the climbing scaffold. Through load calculations, working condition calculations (using fall conditions and lifting conditions), calculations of the small crossbars on the guide rails, calculations of the hanging parts and slings, calculations of the wall-mounted guide seats, calculations of the compressive strength of the concrete reserved holes at the installation location of the wall-mounted guide seats, calculations of the heightening components, calculations of the steel tie rod stress, and calculations of the I-beams, the conclusion is that the climbing scaffold in the open space ultimately adopts a wall-mounted support installation system consisting of a "channel steel triangular support frame + I-beam crossbeam" to meet the normal installation and climbing requirements of the climbing scaffold in the open space location.
[0040] The device is divided into four modules: first, bolts for fixing the I-beams during the synchronous pre-embedded construction of the main concrete structure; second, a triangular support frame made of welded channel steel to support the wall-mounted supports of the I-beams; third, a load-bearing beam composed of I-beams, mounting plates, and stiffening plates welded together according to the installation spacing of the wall-mounted supports; and fourth, steel pipes used as struts to distribute the vertical load according to the installation spacing of the I-beams and wall-mounted supports. All components in these modules—the I-beams, triangular support frame, and top struts—are designed and manufactured and can be recycled.
[0041] The above description is only a preferred embodiment of the present utility model. It should be noted that for those skilled in the art, several improvements and modifications can be made without departing from the principle of the present utility model, and these improvements and modifications should also be considered within the protection scope of the present utility model.
Claims
1. A device for integral connection of the wall-mounted support of an auxiliary all-steel climbing scaffold in a ventilated layer, characterized in that: The structure includes an I-beam (1), an L-shaped embedded screw (3), and a top support rod (6). The L-shaped embedded screw (3) is embedded in the concrete column (9) of the spacer layer, and one end of the L-shaped embedded screw (3) extends out of the outside of the concrete column (9). The two concrete columns (9) are set on the concrete beam slab (10), and the I-beam (1) is set on one side of the two concrete columns (9) or between the two concrete columns (9). If the I-beam (1) is set on the two concrete columns (9), the structure is considered complete. When the soil column (9) is on one side, one end of the L-shaped pre-embedded screw (3) is connected to the steel beam support (2), and the I-beam (1) is connected to the steel beam support (2). If the I-beam (1) is set between two concrete columns (9), one end of the L-shaped pre-embedded screw (3) is connected to the connecting seat (4), and the I-beam (1) is connected to the connecting seat (4). The top support rod (6) is set at intervals between the I-beam (1) and the concrete beam slab (10).
2. The device for integral connection of auxiliary all-steel climbing scaffold wall-mounted supports in an auxiliary air gap layer according to claim 1, characterized in that: The steel beam support (2) includes a steel beam support body (2-1), one end of which is connected to an L-shaped pre-embedded screw (3), and a channel steel support member (2-2) is provided on the inner side of the steel beam support body (2-1). The steel beam support body (2-1) is configured as a triangular structure.
3. The device for integral connection of auxiliary all-steel climbing scaffold wall support in an open space layer according to claim 2, characterized in that: The I-beam (1) is connected to the top of the main body of the steel beam support (2-1). A first bottom connecting plate (1-3) is provided between the I-beam (1) and the main body of the steel beam support (2-1). The two ends of the first bottom connecting plate (1-3) extend out of the two sides of the I-beam (1). The first bottom connecting plate (1-3) and the main body of the steel beam support (2-1) are connected by a first bolt (1-4). Two connecting lugs (1-2) are provided on the two sides of the I-beam (1).
4. The device for integral connection of auxiliary all-steel climbing scaffold wall-mounted supports in an auxiliary air gap layer according to claim 1, characterized in that: The connecting seat (4) includes a connecting plate (4-1) and a wall-mounted plate (4-2). One end of the wall-mounted plate (4-2) is connected to one end of the connecting plate (4-1). A stiffening plate (4-3) is provided between the connecting plate (4-1) and the wall-mounted plate (4-2).
5. The device for integral connection of auxiliary all-steel climbing scaffold wall-mounted supports in an auxiliary air gap layer according to claim 1, characterized in that: The end of the I-beam (1) is connected to a fixing plate (4-6), and the bottom end of the fixing plate (4-6) is vertically connected to a second bottom connecting plate (4-5). The second bottom connecting plate (4-5) and the connecting plate (4-1) are respectively connected by a second bolt (4-4).
6. The device for integral connection of auxiliary all-steel climbing scaffold wall-mounted supports in an auxiliary air gap layer according to claim 1, characterized in that: The top support rod (6) includes a trapezoidal thread adjustable screw (6-2) and a round steel tube (6-4). The top end of the round steel tube (6-4) is provided with a top support nut (6-3). The lower end of the trapezoidal thread adjustable screw (6-2) is threadedly connected to the top support nut (6-3). The round steel tube (6-4) is configured as a hollow round steel tube.
7. The device for integral connection of auxiliary all-steel climbing scaffold wall-mounted supports in an auxiliary air gap layer according to claim 6, characterized in that: The bottom end of the round steel pipe (6-4) is provided with a pad (6-5), which abuts against the concrete beam slab (10). The top end of the trapezoidal threaded adjustable screw (6-2) is provided with a top plate (6-1), which abuts against the bottom end of the I-beam (1).
8. The device for integral connection of auxiliary all-steel climbing scaffold wall-mounted supports in an auxiliary air gap layer according to claim 1, characterized in that: Two wall-mounted support mounting plates (1-1) are respectively provided on both sides of the I-beam (1). The wall-mounted support mounting plate (1-1) is provided with a heightening component (8) and a wall-mounted support (12). The wall-mounted support is connected by a through-wall bolt (7) passing through the I-beam (1), the heightening component (8) and the wall-mounted support (12) in sequence.
9. The device for integral connection of auxiliary all-steel climbing scaffold wall support in an auxiliary air gap layer according to claim 8, characterized in that: The wall-mounted support (12) is connected to the air-conditioning structure beam (11) by a steel tie rod (5). The upper end of the steel tie rod (5) is connected to an upper tie plate (5-1) by a connecting bolt (5-2). One end of the upper tie plate (5-1) is connected to the air-conditioning structure beam (11) by a through-wall bolt (7). The lower end of the steel tie rod (5) is connected to a lower tie plate (5-3) by a connecting bolt (5-2). One end of the lower tie plate (5-3) is connected to the wall-mounted support (12).