Construction method of a scaffold wall connector structure

Abstract

This application relates to the technical field of scaffolding, and in particular to a construction method for a scaffolding wall tie structure, comprising the following construction steps: installing embedded parts; reinforcing the joint between the horizontal beam and the longitudinal embedded parts; reinforcing the joint between the horizontal beam and the transverse embedded parts; secondary reinforcement of the transverse embedded parts; and installing vertical beams. This application provides a construction method for a scaffolding wall tie structure, allowing for the reuse of materials, enhancing the overall structural stability, and improving construction efficiency.

Description

Technical Field

[0001] This application relates to the technical field of scaffolding, and in particular to a construction method for a scaffolding wall tie structure. Background Technology

[0002] Cantilever scaffolding, also known as cantilevered scaffolding, is a temporary construction support system attached to a building structure. This type of scaffolding is designed to be cantilevered in sections along the vertical direction of the building, thus accommodating construction needs at different heights.

[0003] In the traditional process of erecting cantilever scaffolding, I-beams are usually installed at the edge of the building, and then horizontal beams are built on these I-beams. Vertical beams are then extended from the horizontal beams. The conventional installation methods include bolt connection or welding fixation. Scaffolding of specific dimensions is erected according to construction needs.

[0004] However, in practical applications, the following technical drawbacks exist when using the above installation method to erect scaffolding: (1) The I-beams are connected by bolts. Although they are detachable, they are difficult to position and drill, take a long time to assemble, and have poor overall structural stability. (2) The I-beams are connected by welding. Although the technical defects of bolt connection are not stable to a certain extent, the I-beams cannot be reused, resulting in material waste. Summary of the Invention

[0005] To address the shortcomings of existing technologies, this application provides a construction method for scaffolding wall tie structures, which allows for the reuse of materials, enhances the overall structural stability, and improves construction efficiency.

[0006] Firstly, a construction method for a scaffolding wall tie structure is provided, employing the following technical solution: A construction method for a scaffold wall tie structure includes the following construction steps: S1: Install embedded parts: Concrete floor decking is cast at the edge of the building. At the same time, longitudinal embedded parts are vertically embedded in the top of the floor decking, and transverse embedded parts are horizontally embedded in the side of the floor decking, so that the longitudinal embedded parts protrude upward and the transverse embedded parts protrude to the side away from the floor decking. S2: Reinforce the node between the crossbeam and the longitudinal embedded part: The crossbeam is set on top of the transverse embedded part, and one end of the crossbeam is fixed to the longitudinal embedded part through a detachable connector to ensure that the crossbeam and the transverse embedded part are parallel to each other. S3: Reinforced beam and transverse embedded part node: The end of the beam extending out of the floor deck and the end of the transverse embedded part protruding out of the floor deck are connected by a reinforcing rod, and the three are connected to form a triangular structure. S4: Secondary reinforcement transverse embedded parts: Transverse embedded parts are connected to the side wall of the floor deck through stabilizing components; S5: Install vertical beam: The vertical beam is fixed to the end of the horizontal beam away from the longitudinal embedded part by a detachable connector, and the vertical beam and the longitudinal embedded part are parallel to each other.

[0007] By adopting the above technical solutions, in step S1, the clever placement of embedded parts ensures a firm connection between the longitudinal and transverse embedded parts and the floor slab, laying a solid foundation for subsequent steps. In steps S2 and S3, by reinforcing the nodes between the beams and the longitudinal and transverse embedded parts, a stable triangular structure is formed, greatly enhancing the overall stability and effectively preventing structural loosening or deformation. The secondary reinforcement in step S4 further improves the stability of the transverse embedded parts and reduces safety hazards. In step S5, the installation of the vertical beams expands the usable space of the structure.

[0008] Compared with existing technologies, the longitudinal and transverse embedded parts in this application are pre-embedded in the floor decking, which can serve as a supporting structure for the floor decking and help enhance the structural rigidity of the floor decking. This operation eliminates the need to drill holes and install fasteners after the building is completed. After the external scaffolding is dismantled, the embedded parts can continue to provide reinforcement for the building without drilling or chiseling, thus avoiding subsequent dismantling and preventing secondary damage to the building, and playing a protective role. Through the effective combination of beams, longitudinal embedded parts, transverse embedded parts and detachable connectors, this application not only facilitates installation and dismantling, but also allows for flexible adjustment of the position of the beams as needed, greatly improving the convenience and practicality of use.

[0009] Compared with existing technologies, this application uses two sets of detachable connectors to achieve the connection between the longitudinal embedded parts and the crossbeams, and the connection between the crossbeams and the vertical beams, respectively. This eliminates the need for drilling and installation after precise positioning, simplifies the construction process, and helps improve the efficiency of construction. Furthermore, the detachable connectors accelerate the ease of disassembly and assembly of each structure, enabling the reuse of the construction materials.

[0010] Preferably, the detachable connector includes a first connecting hoop and a second connecting hoop. In the processing step S2, the second connecting hoop is fixed to one side of the first connecting hoop, the first connecting hoop is sleeved on the longitudinal embedded part, and the second connecting hoop is sleeved on the crossbeam. The longitudinal embedded part and the crossbeam are perpendicular to each other.

[0011] By adopting the above technical solution, the first connecting hoop is sleeved on the longitudinal embedded part, and the second connecting hoop is sleeved on the crossbeam, so that the two are perpendicular to each other, thereby forming a solid support structure, effectively dispersing stress, and helping to reduce damage or loosening of the connection point. This application greatly improves the practicality and flexibility of the scaffold wall tie structure by setting detachable connecting parts to facilitate later disassembly and maintenance. This design simplifies the installation process, improves construction efficiency, and can ensure the strength and stability of the connection point, thereby achieving a fast and stable connection between the longitudinal embedded part and the crossbeam.

[0012] Preferably, in the processing step S2, the structures of the first connecting hoop and the second connecting hoop are identical.

[0013] By adopting the above technical solution, the structures of the first connecting hoop and the second connecting hoop are made consistent in the processing step S2, which helps to simplify the production process and reduce manufacturing costs. At the same time, it ensures a balance between the two in terms of mechanical properties and durability, thereby improving the stability and reliability of the overall structure. In addition, this design facilitates rapid identification and assembly on the construction site, which helps to reduce operational complexity and improve construction efficiency.

[0014] Preferably, the first connecting hoop includes a hoop body, a limiting bracket, a limiting rod, a rotating rod, and a locking assembly. In the processing step S2, the limiting bracket is fixed on the top surface of the hoop body. Four limiting brackets are provided and are correspondingly distributed at the four corners of the first connecting hoop body. The rotating rod is rotatably connected to two adjacent limiting brackets. Based on one of the limiting brackets on which the rotating rod is installed, the limiting rod is connected to the other limiting bracket, so that the lengths of the rotating rod and the limiting rod are perpendicular. The locking assembly is assembled at the end of the rotating rod, and the output end of the locking assembly is inserted into the limiting rod. The locking assembly is used to lock the position of the limiting rod.

[0015] By adopting the above technical solution, the structural strength of the longitudinal embedded part can be further enhanced through the combined action of the hoop, limiting bracket, and limiting rod. This ensures that the top of the longitudinal embedded part also has good stability, making it less prone to swaying and deformation under stress. Simultaneously, it can enhance the strength and stability of the connection point between the subsequent crossbeam and the longitudinal embedded part. With the combined action of the rotating rod and locking assembly, the position of the limiting rod is firmly locked through a plug-in connection, further strengthening the rigidity of the structure. At the same time, the vertical arrangement of the rotating rod and the limiting rod effectively disperses stress and improves resistance to deformation, thereby reducing safety hazards caused by loosening or displacement during use. This design allows the first connecting hoop to be securely installed on the longitudinal embedded part, thus evenly transmitting the force on the first connecting hoop to the longitudinal embedded part.

[0016] Preferably, in the processing step S3, the reinforcing rod is an integrally formed structure, with slots opened at both ends of the reinforcing rod. The slot at one end of the reinforcing rod is engaged with the crossbeam, and the slot at the other end is engaged with the transverse embedded part. The area where the reinforcing rod is engaged with the crossbeam and the area where the reinforcing rod is engaged with the transverse embedded part are fully welded.

[0017] By adopting the above technical solutions, the one-piece molding structure can ensure the integrity and stability of the reinforcing rod itself, while the slot design achieves a tight fit with the crossbeam and the transverse embedded parts. The connection point is further consolidated by full welding, which can effectively prevent and reduce the possibility of breakage or loosening during use.

[0018] Preferably, in the processing step S3, the reinforcing rod is a telescopic rod, with one end of the reinforcing rod slidingly connected to the crossbeam and the other end hinged to the transverse embedded part.

[0019] By adopting the above technical solutions, the adjustability of the telescopic poles allows the length of the reinforcing poles to be adjusted according to actual construction needs, thereby adapting to connection requirements of different sizes and angles. The sliding and hinged connection methods ensure that the reinforcing poles have a certain displacement space when subjected to external forces, effectively buffering and dispersing stress, reducing the risk of structural breakage due to excessive rigidity. Therefore, it helps to enhance the safety, flexibility and stability of the overall structure of scaffolding wall ties.

[0020] Preferably, the stabilizing component includes a fixing hoop and a fixing rod. In the processing step S4, the fixing rod is horizontally embedded in the side of the floor decking. The fixing rod and the horizontally embedded component are parallel to each other. The fixing hoop is set on the fixing rod, and the horizontally embedded component is assembled with the fixing rod through the fixing hoop.

[0021] By adopting the above technical solution, the fixing rod is horizontally embedded in the side of the floor decking, parallel to the horizontal embedded parts, providing an additional support point for the entire structure. The setting of the fixing hoop cleverly assembles the horizontal embedded parts and the fixing rod together to form an overall stable support structure, which helps to enhance the pull-out resistance of the horizontal embedded parts and effectively reduces the loosening and displacement that may occur during use, thereby ensuring the overall safety of the scaffolding wall tie structure.

[0022] Preferably, the fixed clamp includes a fixed part, a movable part, a threaded rod, and a locking nut. In the processing step S4, the fixed part is installed on the fixed rod, and the movable part is connected to one side of the fixed part by a shaft. The fixed part and the movable part are respectively provided with mating grooves on their opposite sides. The transverse embedded part passes through the space formed by the two mating grooves. One end of the threaded rod is hinged to the fixed part, and the other end is engaged with the movable part. The locking nut is threaded to the threaded rod and is used to limit the position of the transverse embedded part.

[0023] By adopting the above technical solution, the space formed between the fixed part and the movable part provides space for the transverse embedded part to pass through, so that the fixed hoop can be assembled with the transverse embedded part. The movable part installed by the shaft connection allows the fixed hoop to flexibly adapt to transverse embedded parts of different sizes, while the cooperation of the threaded rod and the locking nut realizes the precise locking of the position of the transverse embedded part. This setting can not only enhance the connection stability between the fixed hoop and the transverse embedded part, so that the external force on the transverse embedded part can be transmitted to the floor deck through the fixed hoop and the fixed rod, thereby improving the practicality and reliability of the overall structure of the scaffold wall tie, but also simplify the installation process and make subsequent adjustment and maintenance more convenient.

[0024] Preferably, the fixed rod includes a sleeve, a rotating shaft, a connecting rod, a driving gear, a driven gear, a slider, a connecting block, and a connecting spring. In the processing step S4, the rotating shaft is fixed at the central axis of the sleeve, the driving gear is assembled at the end of the rotating shaft that extends into the sleeve, the connecting rod is rotatably assembled in the inner cavity of the sleeve, so that the connecting rod and the rotating shaft are parallel and in the same direction as the length of the sleeve, the driven gear is assembled at the end of the connecting rod near the driving gear, so that the driven gear meshes with the driving gear, the outer wall of the connecting rod is provided with external threads along its length, the slider is threadedly connected to the connecting rod, and a groove and a through hole are provided in the inner cavity of the sleeve. The extension direction of the groove is consistent with the length direction of the connecting rod, the through hole is opened from the outside into the inner cavity of the sleeve, the connecting block is fixed to the slider by the connecting spring, the connecting block is simultaneously slidably engaged with the groove, and when the connecting block is in the position of the through hole, it is popped out by the compression force of the connecting spring, the side wall of the floor deck is correspondingly provided with a snap-fit, and the connecting block is adapted to the snap-fit ​​and engaged.

[0025] By adopting the above technical solution, when the operator inserts the fixing rod into the reserved hole on the side wall of the floor deck, the rotating shaft drives the rod sleeve and the driving gear to rotate together, thereby driving the driven gear. While the connecting rod rotates, the slider can move along the length of the connecting rod, so that the connecting block slides into the groove at the same time. The connecting spring can accumulate elastic potential energy until the connecting block is in the through hole position and is ejected by the compression force of the connecting spring. The connecting block is matched and snapped into place with the bayonet, thereby realizing the installation of the fixing rod. This application increases the contact area between the transverse embedded part and the floor deck by adding the fixing rod, so that part of the force on the transverse embedded part can be transferred to the fixing rod, thereby further enhancing the structural stability and safety. Moreover, the fixing rod in this application is connected by snap-fit, which helps to improve the convenience of disassembly and assembly and avoids secondary damage to the building.

[0026] Secondly, a scaffolding wall tie structure is provided, employing the following technical solution: A scaffolding wall tie structure is applied in the construction method.

[0027] By adopting the above technical solutions, the scaffolding wall tie structure has good stability, safety and ease of use. By applying the scaffolding wall tie structure to construction methods, it can be applied to a variety of different construction environments and needs, thereby greatly improving construction efficiency and quality.

[0028] In summary, this application includes at least one of the following beneficial technical effects: 1. Compared with the prior art, the longitudinal and transverse embedded parts in this application are pre-embedded in the floor decking, which can serve as the supporting structure of the floor decking and help to enhance the structural rigidity of the floor decking. This operation does not require drilling holes to install fasteners after the building is formed. After the external scaffolding is dismantled, the embedded parts can continue to provide reinforcement for the building without drilling and chiseling, so that subsequent dismantling is not required, avoiding secondary damage to the building and playing a protective role. This application, through the effective combination of crossbeams, longitudinal embedded parts, transverse embedded parts and detachable connectors, not only facilitates installation and dismantling, but also allows for flexible adjustment of the position of the crossbeams as needed, greatly improving the convenience and practicality of use. 2. Compared with the prior art, this application uses two sets of detachable connectors to realize the connection between the longitudinal embedded parts and the crossbeams, and the connection between the crossbeams and the vertical beams, respectively. This eliminates the need for drilling and installation after precise positioning, simplifies the construction process, and helps to improve the construction efficiency. Furthermore, the detachable connectors accelerate the ease of disassembly and assembly of each structure, and enable the materials used in the construction to be reused. 3. The space formed between the fixed part and the movable part provides space for the transverse embedded parts to pass through, allowing the fixed hoop to be assembled with the transverse embedded parts. The movable part with shaft connection allows the fixed hoop to flexibly adapt to transverse embedded parts of different sizes, while the cooperation of the threaded rod and the locking nut achieves precise locking of the position of the transverse embedded parts. This setting can enhance the connection stability between the fixed hoop and the transverse embedded parts, so that the external force on the transverse embedded parts can be transferred to the floor deck through the fixed hoop and the fixed rod, thereby improving the practicality and reliability of the overall structure of the scaffold wall tie. It also simplifies the installation process and makes subsequent adjustment and maintenance more convenient. Attached Figure Description

[0029] Figure 1 This is a schematic diagram of the cooperation between the scaffolding wall tie structure and the floor deck in an embodiment of this application.

[0030] Figure 2 This is a schematic diagram illustrating the fit between a longitudinal embedded part, a detachable connector, and a crossbeam in one embodiment of this application.

[0031] Figure 3 This is a schematic diagram of the detachable connector in the embodiments of this application.

[0032] Figure 4 This is a schematic diagram of the locking component in an embodiment of this application.

[0033] Figure 5 This is a schematic diagram illustrating the combination of another type of longitudinal embedded part, detachable connector, and crossbeam in the embodiments of this application.

[0034] Figure 6 yes Figure 5 A schematic diagram of the detachable connector.

[0035] Figure 7 This is a schematic diagram showing the coordination of the horizontal embedded parts, fixing rods, and floor decking in the embodiments of this application.

[0036] Explanation of reference numerals in the attached drawings: 1. Floor decking; 2. Longitudinal embedded part; 3. Transverse embedded part; 4. Crossbeam; 5. Detachable connector; 51. First connecting hoop; 511. Hoop; 5111. First assembly part; 5112. Second assembly part; 5113. Connecting screw; 5114. Connecting nut; 512. Limiting bracket; 513. Limiting rod; 514. Rotating rod; 515. Locking assembly; 5151. Driving bevel gear; 5152. Driven bevel gear; 5153. Drive shaft; 5154. Bushing 5155, Limiting push rod; 52, Second connecting hoop; 521, Extension frame; 522, Fixing nut; 523, Locking rod; 6, Vertical beam; 7, Reinforcing rod; 8, Stabilizing component; 81, Fixing hoop; 811, Fixing part; 812, Moving part; 813, Threaded rod; 814, Locking nut; 82, Fixing rod; 821, Rod sleeve; 822, Rotating shaft; 823, Connecting rod; 824, Driving gear; 825, Driven gear; 826, Slider; 827, Connecting block; 828, Connecting spring. Detailed Implementation

[0037] The following is in conjunction with the appendix Figure 1-7 This application will be described in further detail.

[0038] This application discloses a construction method for a scaffolding wall tie structure.

[0039] Firstly, a construction method for a scaffolding wall tie structure is provided.

[0040] Reference Figure 1 A construction method for a scaffolding wall tie structure includes the following construction steps: S1: Install embedded parts: Concrete is poured at the edge of the building to form floor deck 1. At the same time, longitudinal embedded parts 2 are vertically embedded in the top of floor deck 1, and transverse embedded parts 3 are horizontally embedded in the side of floor deck 1, so that the longitudinal embedded parts 2 protrude upward and the transverse embedded parts 3 protrude to the side away from floor deck 1.

[0041] Specifically, both the longitudinal embedded part 2 and the transverse embedded part 3 are hollow steel pipe structures, which gives them good structural strength and avoids stress concentration. This allows them to better bear the load of the entire scaffolding wall tie structure and provide sufficient support. In this application, embedded parts are used to ensure a firm connection between the longitudinal embedded parts 2 and the transverse embedded parts 3 and the floor deck 1, laying a solid foundation for subsequent steps. Compared with the prior art, which typically involves bolting or welding the beam 4 to the I-beam, even with precise calibration of the installation position and the addition of connection structures, poor joint connection still exists. This results in the inability to evenly transfer the force from the beam 4 or the vertical beam 6 to the floor deck 1, leading to cracks or even breakage at the joints. The longitudinal embedded parts 2 and the transverse embedded parts 3 in this application are... Pre-embedded in the floor deck 1, it can serve as a supporting structure for the floor deck 1, which helps to enhance the structural rigidity of the floor deck 1. This operation eliminates the need to drill holes and install fasteners after the building is completed. After the external scaffold is dismantled, the pre-embedded parts can continue to provide reinforcement for the building without drilling or chiseling, thus eliminating the need for subsequent dismantling and preventing secondary damage to the building, and playing a protective role. This application, through the effective combination of the crossbeam 4, longitudinal pre-embedded parts 2, transverse pre-embedded parts 3 and detachable connectors 5, not only facilitates installation and dismantling, but also allows for flexible adjustment of the position of the crossbeam 4 as needed, greatly improving the convenience and practicality of use.

[0042] S2: Reinforce the node between the crossbeam and the longitudinal embedded part: The crossbeam 4 is set on the top of the transverse embedded part 3, and one end of the crossbeam 4 is fixed to the longitudinal embedded part 2 through the detachable connector 5 to ensure that the crossbeam 4 and the transverse embedded part 3 are parallel to each other.

[0043] Specifically, refer to Figure 2 and Figure 3 The detachable connector 5 includes a first connecting hoop 51 and a second connecting hoop 52. The second connecting hoop 52 is fixed to one side of the first connecting hoop 51. The first connecting hoop 51 is sleeved on the longitudinal embedded part 2, and the second connecting hoop 52 is sleeved on the crossbeam 4, so that the longitudinal embedded part 2 and the crossbeam 4 are perpendicular to each other, thereby forming a solid support structure, effectively dispersing stress, and helping to reduce damage or loosening of the connection point. By setting the detachable connector 5, this application facilitates disassembly and maintenance in the later stage, greatly improving the practicality and flexibility of the scaffold wall tie structure, and realizing a quick and stable connection between the longitudinal embedded part 2 and the crossbeam 4.

[0044] In the processing step S2, two different structures of the second connecting hoop 52 are provided, so the detachable connector 5 has two different connection methods.

[0045] The first type has the same structure as the first connecting hoop 51 and the second connecting hoop 52.

[0046] Reference Figure 3 and Figure 5 The first connecting hoop 51 includes a hoop 511, a limiting bracket 512, a limiting rod 513, a rotating rod 514, and a locking assembly 515. The hoop 511 includes a first assembly part 5111, a second assembly part 5112, a connecting screw 5113, and a connecting nut 5114, with the first assembly part 5111 and the second assembly part 5112 facing each other. The second assembly part 5112 is connected to one side of the first assembly part 5111 via a shaft. Assembly grooves are respectively opened on the opposite sides of the first assembly part 5111 and the second assembly part 5112. The longitudinal embedded part 2 passes through the space formed by the two assembly grooves. The connecting screw 5113 passes through the protrusions of the first assembly part 5111 and the protrusions of the second assembly part 5112, and both ends are locked by the connecting nut 5114, thereby limiting the position of the longitudinal embedded part 2.

[0047] At this time, the space formed between the first assembly part 5111 and the second assembly part 5112 provides space for the longitudinal embedded part 2 to pass through, so that the hoop 511 can be assembled with the longitudinal embedded part 2. The second assembly part 5112 with shaft connection installation allows the hoop 511 to flexibly adapt to transverse embedded parts 3 of different sizes. The cooperation of the connecting screw 5113 and the connecting nut 5114 realizes the precise locking of the position of the transverse embedded part 3. This setting can enhance the connection stability between the hoop 511 and the longitudinal embedded part 2.

[0048] Specifically, the limiting bracket 512 is fixed to the top surface of the hoop 511. Four limiting brackets 512 are provided and are distributed at the four corners of the first connecting hoop 51. The rotating rod 514 is rotatably connected to two adjacent limiting brackets 512. Based on one of the limiting brackets 512 with the rotating rod 514 installed, the limiting rod 513 is connected to it and the other limiting bracket 512, so that the lengths of the rotating rod 514 and the limiting rod 513 are perpendicular. Therefore, there are two rotating rods 514 and two limiting rods 513 on the first connecting hoop 51 shown in the accompanying drawings of this application. The locking component 515 is assembled at the end of the rotating rod 514. The output end of the locking component 515 is inserted into the limiting rod 513. The locking component 515 is used to lock the position of the limiting rod 513. With the cooperation of the two rotating rods 514 and the two limiting rods 513 in this application, all four sides of the longitudinal embedded part 2 can be limited, which improves the connection density between structures and is beneficial to the transmission of force.

[0049] More specifically, refer to Figure 4The locking assembly 515 includes an active bevel gear 5151, a driven bevel gear 5152, a drive shaft 5153, a bushing 5154, and a limiting push rod 5155. The active bevel gear 5151 is mounted on the part of the rotating rod 514 that extends into the limiting bracket 512. The driven bevel gear 5152 is mounted on one end of the drive shaft 5153 and meshes with the active bevel gear 5151. The drive shaft 5153 is disposed inside the limiting bracket 512 such that the extension direction of the drive shaft 5153 is consistent with the length direction of the limiting bracket 512. Furthermore, an "M"-shaped slide rail is provided on the outer wall of the end of the drive shaft 5153 away from the driven bevel gear 5152. The slide rail is arranged along the periphery of the drive shaft 5153.

[0050] The bushing 5154 is installed in the inner cavity of the limiting bracket 512. The limiting push rod 5155 is a "T" shaped structure, so that the small end of the limiting push rod 5155 slides with the bushing 5154. The large end is provided with a sliding column, so that the sliding column slides with the "M" shaped slide rail. In addition, a limiting insertion hole is provided in the part of the limiting rod 513 that extends into the limiting bracket 512. The small end of the limiting push rod 5155 matches the diameter of the limiting insertion hole.

[0051] In practical application, after the hoop 511 is assembled on the longitudinal embedded part 2, the rotating rod 514 is rotated, the driving bevel gear 5151 can rotate, and the driven bevel gear 5152 and the drive shaft 5153 can also rotate. The slide column slides along the travel trajectory of the "M"-shaped slide rail. At the same time, the bushing 5154 provides a guide for the small end of the limiting push rod 5155, so that the small end of the limiting push rod 5155 is inserted into the limiting hole, thereby realizing the linkage between the limiting rod 513 and the rotating rod 514.

[0052] In this application, the combined action of the hoop 511, the limiting bracket 512, and the limiting rod 513 further enhances the structural strength of the longitudinal embedded part 2, making the top of the longitudinal embedded part 2 also have good stability and not easily sway or deform under force. With the combined action of the rotating rod 514 and the locking component 515, the position of the limiting rod 513 is firmly locked by the plug-in method, which can lock the position of the limiting rod 513 and further strengthen the rigidity of the structure. At the same time, the vertical arrangement of the rotating rod 514 and the limiting rod 513 effectively disperses the stress and improves the resistance to deformation, thereby reducing the safety hazards caused by loosening or displacement during use.

[0053] Similarly, the second connecting hoop 52 is assembled in the same way to install the crossbeam 4, allowing the crossbeam 4 to be stably assembled on the longitudinal embedded part 2. The structures of the first connecting hoop 51 and the second connecting hoop 52 are consistent, which helps to simplify the production process, reduce manufacturing costs, reduce operational complexity, and improve construction efficiency. Furthermore, the cooperation between the first connecting hoop and the second connecting hoop 52 greatly enhances the node density between the crossbeam 4 and the longitudinal embedded part 2, thereby enhancing the strength and stability of the connection point between the crossbeam 4 and the longitudinal embedded part 2. In this application, through the action of the detachable connecting part 5 and the longitudinal embedded part 2, the external force on the crossbeam 4 can be evenly transmitted to the floor deck 1, ensuring the balance of mechanical performance and durability of the scaffolding wall tie structure, thereby improving the stability and reliability of the overall structure.

[0054] The second type has different structures for the first connecting hoop 51 and the second connecting hoop 52.

[0055] In this structural configuration, the first connecting hoop 51 is consistent with the one described above, referring to... Figure 5 and Figure 6 However, the second connecting hoop 52 includes a U-shaped extension frame 521, a fixing nut 522, and a locking rod 523, so that the extension frame 521 is fixed on one side of the hoop 511 of the first connecting hoop 51. When assembling the crossbeam 4, the end of the crossbeam 4 is snapped into the opening of the extension frame 521, and then the locking rod 523 is passed through the extension frame 521 and the end of the crossbeam 4 at the same time. The locking rod 523 is fixed by the fixing nut 522 after it passes through the end of the extension frame 521.

[0056] Although the second connection method between the crossbeam 4 and the longitudinal embedded part 2 is simpler and has higher installation efficiency than the first connection method, this application prefers the first method. The first structure and its installation method can provide closer linkage between the crossbeam 4 and the longitudinal embedded part 2, and the uniformity of force transmission is better. Therefore, the stability and safety of the wall tie structure of the scaffolding are higher, which is more in line with production needs.

[0057] S3: Reinforced beam and transverse embedded part node: The end of the beam 4 extending out of the floor deck 1 and the end of the transverse embedded part 3 protruding out of the floor deck 1 are connected by a reinforcing rod 7. The three are connected to form a triangular structure, which helps to enhance the overall stability and reduce structural loosening or deformation.

[0058] In the processing step S2, two different structures of reinforcing rods 7 are provided, so the reinforcing rods 7 have two different connection methods.

[0059] The first type features a one-piece molded structure for the reinforcing rod 7, as shown in the reference... Figure 1To ensure its integrity and stability, the reinforcing rod 7 has slots at both ends. One slot of the reinforcing rod 7 engages with the crossbeam 4, and the other slot engages with the transverse embedded part 3. The areas where the reinforcing rod 7 engages with the crossbeam 4 and the transverse embedded part 3 are fully welded. During installation, the reinforcing rod 7 is first secured by snap-fit ​​to achieve a tight fit between it and the crossbeam 4, and between it and the transverse embedded part 3. Finally, full welding further reinforces the connection points, effectively preventing and reducing potential breakage or loosening during use.

[0060] The second type, reinforcement rod 7 is a telescopic rod, see reference. Figure 7 One end of the reinforcing rod 7 is slidably connected to the crossbeam 4, and the other end is hinged to the transverse embedded part 3. In this application, the specific shape of the sliding structure between the reinforcing rod 7 and the crossbeam 4 is not specifically defined, but it is required that the reinforcing rod 7 can achieve a self-locking function after sliding, so that the length of the reinforcing rod 7 is limited and it is not easily compressed by force, so that the reinforcing rod 7 can better withstand pressure.

[0061] The adjustability of the telescopic pole allows the length of the reinforcing pole 7 to be adjusted according to actual construction needs, thereby adapting to connection requirements of different sizes and angles. The sliding and hinged connection methods ensure that the reinforcing pole 7 has a certain displacement space when subjected to external forces, effectively buffering and dispersing stress, reducing the risk of structural breakage due to excessive rigidity. Therefore, it helps to enhance the safety, flexibility and stability of the overall structure of the scaffolding wall tie.

[0062] S4: Secondary reinforcement transverse embedded part 3: The transverse embedded part 3 is connected to the side wall of the floor deck 1 through the stabilizing part 8.

[0063] Specifically, refer to Figure 1 and Figure 7 The stabilizing component 8 includes a fixing hoop 81 and a fixing rod 82. The fixing rod 82 is horizontally embedded in the side of the floor deck 1. The fixing rod 82 is parallel to the horizontally embedded component 3. The fixing hoop 81 is set on the fixing rod 82. The horizontally embedded component 3 is assembled with the fixing rod 82 through the fixing hoop 81.

[0064] The fixed hoop 81 includes a fixed part 811, a movable part 812, a threaded rod 813, and a locking nut 814. In the processing step S4, the fixed part 811 is mounted on the fixed rod 82 via a bearing, and the movable part 812 is connected to one side of the fixed part 811 via a shaft. The fixed part 811 and the movable part 812 are respectively provided with mating grooves on their opposite sides. The transverse embedded part 3 passes through the space formed by the two mating grooves. One end of the threaded rod 813 is hinged to the fixed part 811, and the other end is engaged with the movable part 812. The locking nut 814 is threadedly connected to the threaded rod 813 and is used to limit the position of the transverse embedded part 3.

[0065] In this application, the space formed between the fixed part 811 and the movable part 812 provides space for the transverse embedded part 3 to pass through, so that the fixed hoop 81 can be assembled with the transverse embedded part 3. The movable part 812, which is installed by shaft connection, allows the fixed hoop 81 to flexibly adapt to transverse embedded parts 3 of different sizes. The cooperation between the threaded rod 813 and the locking nut 814 realizes the precise locking of the position of the transverse embedded part 3. With this setting, the connection stability between the fixed hoop 81 and the transverse embedded part 3 can be enhanced, so that the external force on the transverse embedded part 3 can be transmitted to the floor deck 1 through the fixed hoop 81 and the fixed rod 82, thereby improving the practicality and reliability of the overall structure of the scaffold wall tie.

[0066] The fixing rod 82 is horizontally embedded in the side of the floor deck 1, parallel to the horizontal embedded part 3, providing an additional support point for the entire structure. The setting of the fixing hoop 81 cleverly assembles the horizontal embedded part 3 and the fixing rod 82 together to form an overall stable support structure, which helps to enhance the pull-out resistance of the horizontal embedded part 3, effectively reducing the loosening and displacement that may occur during use, thereby ensuring the overall safety of the scaffold wall tie structure.

[0067] More specifically, the fixed rod 82 includes a sleeve 821, a rotating shaft 822, a connecting rod 823, a driving gear 824, a driven gear 825, a slider 826, a connecting block 827, and a connecting spring 828. In the processing step S4, the rotating shaft 822 is fixed at the central axis of the sleeve 821. The driving gear 824 is assembled at the end of the rotating shaft 822 that extends into the sleeve 821. The connecting rod 823 is rotatably assembled in the inner cavity of the sleeve 821, so that the connecting rod 823 is parallel to the rotating shaft 822 and in the same direction as the length of the sleeve 821. The driven gear 825 is assembled at the end of the connecting rod 823 near the driving gear 824, so that the driven gear 826... 25 meshes with the drive gear 824. The outer wall of the connecting rod 823 is provided with external threads along its length. The slider 826 is threadedly connected to the connecting rod 823. Furthermore, a sliding groove and a through hole are provided in the inner cavity of the sleeve 821. The extension direction of the sliding groove is consistent with the length direction of the connecting rod 823. The through hole is opened from the outside into the inner cavity of the sleeve 821. The connecting block 827 is fixed to the slider 826 by the connecting spring 828. The connecting block 827 is simultaneously slidably connected to the sliding groove. When the connecting block 827 is in the through hole position, it is popped out by the compression force of the connecting spring 828. A corresponding snap-fit ​​is provided on the side wall of the floor deck 1. The connecting block 827 is adapted to the snap-fit ​​and snap-fit.

[0068] When the operator inserts the fixing rod 82 into the reserved hole on the side wall of the floor deck 1, the rotating shaft 822 is rotated. The rotating shaft 822 drives the rod sleeve 821 and the driving gear 824 to rotate together, thereby driving the driven gear 825. While the connecting rod 823 is rotating, the slider 826 can move along the length of the connecting rod 823, so that the connecting block 827 slides into the groove at the same time. The connecting spring 828 can accumulate elastic potential energy until the connecting block 827 is in the through hole position and is ejected by the compression force of the connecting spring 828. The connecting block 827 is matched and snapped into place with the bayonet, thereby realizing the installation of the fixing rod 82. This application increases the contact area between the transverse embedded part 3 and the floor deck 1 by adding the fixing rod 82, so that part of the force on the transverse embedded part 3 can be transferred to the fixing rod 82, thereby further enhancing the structural stability and safety. Moreover, the fixing rod 82 in this application is connected by a snap-fit ​​method, which helps to improve the convenience of disassembly and assembly and avoids secondary damage to the building.

[0069] S5: Install vertical beam 6: The vertical beam 6 is fixed to the end of the horizontal beam 4 away from the longitudinal embedded part 2 by a detachable connector 5. The vertical beam 6 and the longitudinal embedded part 2 are parallel to each other. The installation of the vertical beam 6 can effectively expand the usable space of the structure. In this application, the connection method between the vertical beam 6 and the horizontal beam 4 is consistent with the connection method between the horizontal beam 4 and the longitudinal embedded part 2, and will not be repeated here.

[0070] Compared with the prior art, this application uses two sets of detachable connectors 5 to achieve the connection between the longitudinal embedded part 2 and the crossbeam 4, and the connection between the crossbeam 4 and the vertical beam 6, respectively. This eliminates the need for drilling and installation after precise positioning, simplifies the construction process, and helps to improve the construction efficiency. Furthermore, the detachable connectors 5 accelerate the ease of disassembly and assembly of each structure, enabling the materials used in the construction to be reused.

[0071] Secondly, a scaffolding wall tie structure is provided.

[0072] Reference Figure 1 This application discloses a scaffolding wall tie structure, which is applied in a construction method. The scaffolding wall tie structure of this application has good stability, safety and ease of use. By applying the scaffolding wall tie structure to the construction method, it can be adapted to a variety of different construction environments and needs, thereby greatly improving the efficiency and quality of construction.

[0073] The above are all preferred embodiments of this application. These embodiments are merely explanations of this application and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape, and principle of this application should be covered within the scope of protection of this application.

Claims

1. A construction method for a scaffolding wall tie structure, characterized in that, The construction steps include the following: S1: Install embedded parts: Concrete is poured at the edge of the building to form a floor deck (1). At the same time, the longitudinal embedded parts (2) are vertically embedded in the top of the floor deck (1), and the transverse embedded parts (3) are horizontally embedded in the side of the floor deck (1), so that the longitudinal embedded parts (2) protrude upward and the transverse embedded parts (3) protrude to the side away from the floor deck (1). S2: Reinforce the node between the crossbeam and the longitudinal embedded part: The crossbeam (4) is set on the top of the transverse embedded part (3), and one end of the crossbeam (4) is fixed to the longitudinal embedded part (2) through the detachable connector (5) to ensure that the crossbeam (4) and the transverse embedded part (3) are parallel to each other. S3: Reinforced beam and transverse embedded part node: The end of the beam (4) extending out of the floor deck (1) and the end of the transverse embedded part (3) protruding out of the floor deck (1) are connected by a reinforcing rod (7), and the three are connected to form a triangular structure. S4: Secondary reinforcement transverse embedded parts: The transverse embedded parts (3) are connected to the side wall of the floor deck (1) through the stabilizing parts (8); S5: Install vertical beam: The vertical beam (6) is fixed to the end of the horizontal beam (4) away from the longitudinal embedded part (2) by a detachable connector (5), and the vertical beam (6) is parallel to the longitudinal embedded part (2); The detachable connector (5) includes a first connecting hoop (51) and a second connecting hoop (52). In the processing step S2, the second connecting hoop (52) is fixed to one side of the first connecting hoop (51). The first connecting hoop (51) is sleeved on the longitudinal embedded part (2), and the second connecting hoop (52) is sleeved on the crossbeam (4). The longitudinal embedded part (2) and the crossbeam (4) are perpendicular to each other. The first connecting hoop (51) includes a hoop (511), a limiting bracket (512), a limiting rod (513), a rotating rod (514), and a locking assembly (515). In the processing step S2, the limiting bracket (512) is fixed to the top surface of the hoop (511). Four limiting brackets (512) are provided and are correspondingly distributed at the four corners of the first connecting hoop (51). The rotating rod (514) is rotatably connected to two adjacent limiting brackets (512) to secure the hoop. One of the limiting brackets (512) equipped with a rotating rod (514) is the base, and a limiting rod (513) is connected to it and the other limiting bracket (512) so that the lengths of the rotating rod (514) and the limiting rod (513) are perpendicular. A locking assembly (515) is assembled at the end of the rotating rod (514), and the output end of the locking assembly (515) is inserted into the limiting rod (513). The locking assembly (515) is used to lock the position of the limiting rod (513).

2. A construction method for a scaffolding wall tie structure according to claim 1, characterized in that, In the processing step S2, the structures of the first connecting hoop (51) and the second connecting hoop (52) are consistent.

3. A construction method for a scaffolding wall tie structure according to claim 1, characterized in that, In the processing step of S3, the reinforcing rod (7) is an integrally formed structure. The two ends of the reinforcing rod (7) are respectively provided with slots. The slot at one end of the reinforcing rod (7) is connected to the crossbeam (4), and the slot at the other end is connected to the transverse embedded part (3). The area where the reinforcing rod (7) is connected to the crossbeam (4) and the area where the reinforcing rod (7) is connected to the transverse embedded part (3) are fully welded.

4. A construction method for a scaffolding wall tie structure according to claim 1, characterized in that, In the processing step of S3, the reinforcing rod (7) is a telescopic rod. One end of the reinforcing rod (7) is slidably connected to the crossbeam (4), and the other end is hinged to the transverse embedded part (3).

5. A construction method for a scaffolding wall tie structure according to claim 1, characterized in that, The stabilizing component (8) includes a fixing hoop (81) and a fixing rod (82). In the processing step S4, the fixing rod (82) is embedded laterally in the side of the floor deck (1). The fixing rod (82) is parallel to the lateral embedded component (3). The fixing hoop (81) is set on the fixing rod (82). The lateral embedded component (3) is assembled with the fixing rod (82) through the fixing hoop (81).

6. A construction method for a scaffolding wall tie structure according to claim 5, characterized in that, The fixed hoop (81) includes a fixed part (811), a movable part (812), a threaded rod (813), and a locking nut (814). In the processing step S4, the fixed part (811) is installed on the fixed rod (82), and the movable part (812) is connected to one side of the fixed part (811) by a shaft. The fixed part (811) and the movable part (812) are respectively provided with mating grooves on opposite sides. The transverse embedded part (3) passes through the space formed by the two mating grooves. One end of the threaded rod (813) is hinged to the fixed part (811), and the other end is engaged with the movable part (812). The locking nut (814) is threaded to the threaded rod (813) and is used to limit the position of the transverse embedded part (3).

7. A construction method for a scaffolding wall tie structure according to claim 6, characterized in that, The fixed rod (82) includes a sleeve (821), a rotating shaft (822), a connecting rod (823), a driving gear (824), a driven gear (825), a slider (826), a connecting block (827), and a connecting spring (828). In the processing step S4, the rotating shaft (822) is fixed at the central axis of the sleeve (821), the driving gear (824) is assembled at one end of the rotating shaft (822) that extends into the sleeve (821), and the connecting rod (823) is rotatably assembled in the inner cavity of the sleeve (821), so that the connecting rod (823) is parallel to the rotating shaft (822) and in the same direction as the length of the sleeve (821). The driven gear (825) is assembled at one end of the connecting rod (823) near the driving gear (824), so that the driven gear... The gear (825) meshes with the drive gear (824). The outer wall of the connecting rod (823) is provided with external threads along its length. The slider (826) is threadedly connected to the connecting rod (823). Furthermore, a groove and a through hole are provided in the inner cavity of the sleeve (821). The extension direction of the groove is consistent with the length direction of the connecting rod (823). The through hole is opened from the outside to the inner cavity of the sleeve (821). The connecting block (827) is fixed to the slider (826) by the connecting spring (828). The connecting block (827) is simultaneously slidably connected to the groove. When the connecting block (827) is in the position of the through hole, it is popped out by the compression force of the connecting spring (828). The side wall of the floor deck (1) is provided with a corresponding snap-fit. The connecting block (827) is adapted to the snap-fit ​​and snap-fit.

Images