Wall connecting structure and corresponding scaffold structure thereof

Abstract

The utility model relates to a wall connecting structure and a scaffold structure corresponding to the wall connecting structure. The wall connecting structure comprises an embedded part, an embedded screw rod, a wall connecting fastener and a wall connecting screw rod. The embedded part is hollow, one end of the embedded part is open, and the open end of the embedded part is tightly attached to the inner side face of the formwork. One end of the embedded screw is arranged in the embedded part, and the other end of the embedded screw penetrates through the formwork and is in threaded connection with the fixing nut so that the embedded part can be fixed to the formwork. And after concrete is poured and the formwork is removed, the embedded screw is separated from the embedded part. The wall connecting fastener is used for fixing a wall connecting steel pipe connected with a wall. And the wall connecting screw rod is used for fixedly connecting the wall connecting fastener with the embedded part, so that the wall connecting steel pipe for connecting the wall is fixed with the wall body. The wall connecting structure is convenient to mount and dismount, and the assembling efficiency is improved. The embedded part, the embedded screw rod and the wall-connecting screw rod are simple in structure, the embedded screw rod and the wall-connecting screw rod can be recycled repeatedly, and the cost is remarkably saved. The scaffold structure can also improve the mounting and dismounting efficiency and reduce the cost.

Description

Technical Field

[0001] This utility model relates to the field of construction equipment, and in particular to a wall-connecting structure and its corresponding scaffolding structure. Background Technology

[0002] Wall ties, as an important component of scaffolding, are used to connect the scaffold frame to the main structure of the building. They are components that can transmit tensile and compressive forces, enhance the overall stability of the scaffolding, and prevent major accidents such as scaffolding tilting or collapse. Currently, common methods for connecting the scaffold frame to the main structure of the building include the pre-embedded steel pipe method, the post-anchoring method, the bracing method, the hoop method, and the pre-embedded iron plate method. Each of these methods has certain drawbacks. For example, the pre-embedded steel pipe method is costly, difficult to dismantle, and there is a risk of water seepage at the openings later. The use of open flames during dismantling poses a fire hazard. The post-anchoring method involves difficult drilling, the expansion bolts have low load-bearing capacity and are prone to loosening, the use of chemical bolts makes hole cleaning difficult, the construction requirements are high, the cost is high, and the use of open flames during dismantling poses a fire hazard.

[0003] Therefore, it is necessary to provide a wall-connecting structure and its corresponding scaffolding structure to solve the above problems. Utility Model Content

[0004] This utility model relates to a wall-connecting structure and its corresponding scaffolding structure. The wall-connecting structure fixes the embedded part to the template by placing one end of a pre-embedded screw rod inside a pre-embedded component, and the other end of the pre-embedded screw rod passing through a template and threadedly connected to a fixing nut. After concrete is poured and the template is removed, the pre-embedded screw rod is taken out and one end of the wall-connecting screw rod is fixed inside the pre-embedded component. Wall-connecting fasteners are used to fix the wall-connecting steel pipe. Wall-connecting screw rods are used to fix the wall-connecting fasteners to the pre-embedded component, thereby fixing the wall-connecting steel pipe to the wall, facilitating installation and disassembly, and improving assembly efficiency. The pre-embedded component, pre-embedded screw rod, and wall-connecting screw rod have a simple structure. The pre-embedded screw rod and wall-connecting screw rod can be repeatedly recycled, significantly saving costs and solving the problems of high cost and low installation and disassembly efficiency caused by commonly used scaffolding and main structure installation methods in the prior art.

[0005] To solve the above problems, the present invention provides a wall-connecting structure, comprising:

[0006] An embedded part, wherein the embedded part is hollow inside and open at one end, and the open end of the embedded part is in close contact with the inner side of the template.

[0007] An embedded screw is provided, one end of which is located inside the embedded part, and the other end of which passes through the template and is threaded to a fixing nut, so that the embedded part is fixed to the template; when the template is removed, the embedded screw is separated from the embedded part.

[0008] Wall tie fasteners, used to secure steel pipes connected to walls; and,

[0009] The wall tie rod is used to fix the wall tie fastener to the embedded part.

[0010] Furthermore, one end of the wall-connecting bolt passes sequentially through one end of the wall-connecting fastener and the opening of the embedded part, and is connected to the internal thread of the embedded part. The other end of the wall-connecting bolt is provided with an enlarged portion, which abuts against the side of the wall-connecting fastener opposite to the embedded part, making installation and disassembly convenient, the structure simple, and cost-effective.

[0011] Furthermore, the other end of the embedded part is provided with a receiving groove, and an embedded nut is inserted in the receiving groove. The embedded nut is threadedly connected to the wall-connecting bolt, which facilitates disassembly and assembly and improves the efficiency of installation and disassembly.

[0012] Furthermore, the embedded nut is designed with a square structure, which makes the embedded nut more stable during installation and improves the efficiency of the threaded connection.

[0013] Furthermore, the embedded part includes a housing, an abutment portion, and a mounting portion. The abutment portion is disposed at one end of the housing, protruding from the outer periphery of that end, and abuts against the template on the side of the abutment portion away from the housing. The other end of the housing is connected to the mounting portion, which has a receiving groove inside. The width of the receiving groove is greater than the width of the hollow interior of the housing and the abutment portion. The structure is simple and the cost is low.

[0014] Furthermore, the outer peripheral side of the mounting part protrudes from the outer peripheral side of the housing, thereby improving the load-bearing strength when installing the wall tie rod and the pre-embedded nut.

[0015] Furthermore, multiple reinforcing plates are arranged between the abutting part and the shell, and the multiple reinforcing plates are spaced apart along the circumferential direction of the shell to improve the load-bearing strength and save costs.

[0016] Furthermore, the mounting part is configured as a square structure, the housing is configured as a cylindrical structure, and the abutment part is configured as a circular plate structure to improve the bonding strength with the concrete wall.

[0017] Furthermore, the wall-connecting fastener includes a fastener base, a fastener cover, a bolt, and a nut. A first groove is provided in the center of one side of the fastener base, and a lug is provided on the other side of the fastener base. The lug has a through hole for installing the wall-connecting bolt. One end of the fastener cover is rotatably connected to one end of the fastener base. A second groove is provided on the side of the fastener cover facing the first groove, and the second groove cooperates with the first groove to clamp the wall-connecting steel pipe. The other end of the fastener cover is locked to the other end of the fastener base by the bolt and the nut, improving the efficiency of installation and disassembly.

[0018] A scaffolding structure includes: a scaffolding frame and any of the above-mentioned wall ties for connecting the scaffolding frame and a wall.

[0019] This utility model, employing the aforementioned wall-connecting structure, offers the following advantages compared to existing technologies: The utility model relates to a wall-connecting structure comprising an embedded part, an embedded screw, a wall-connecting fastener, and the wall-connecting screw. The embedded part is hollow inside with an opening at one end, which is tightly fitted to the inner surface of the template. One end of the embedded screw is located inside the embedded part, and the other end passes through the template and is threaded to a fixing nut, thus fixing the embedded part to the template. After the template is removed, the embedded screw separates from the embedded part. The embedded screw can be directly inserted into the embedded part, or it can be threaded into the embedded part, facilitating removal after demolding. The wall-connecting fastener is used to fix the wall-connecting steel pipe. The wall-connecting screw is used to fix the wall-connecting fastener to the embedded part, thereby securing the wall-connecting steel pipe to the wall, facilitating installation and disassembly, and improving assembly efficiency. The embedded parts, embedded bolts, and wall ties have a simple structure, and the embedded bolts and wall ties can be repeatedly recycled, significantly saving costs. The scaffolding structure equipped with these wall ties can also improve installation and dismantling efficiency and reduce costs. Attached Figure Description

[0020] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the embodiments are briefly introduced below. The drawings described below are only the corresponding drawings of some embodiments of this utility model.

[0021] Figure 1 This is a schematic diagram of the installation structure of one embodiment of the scaffolding structure of this utility model.

[0022] Figure 2 This is a cross-sectional structural diagram of one embodiment of the wall-connecting structure of this utility model.

[0023] Figure 3 This is a structural diagram of a wall fastener, which is an embodiment of the wall connection structure of this utility model.

[0024] Figure 4 This is a flowchart illustrating the installation and construction process of one embodiment of the wall-connecting structure of this utility model.

[0025] In the diagram: 10. Wall tie structure; 11. Embedded nut; 12. Embedded part; 121. Shell; 122. Abutment part; 123. Mounting part; 124. Reinforcing plate; 125. Reinforcing block; 126. Receiving groove; 13. Embedded screw; 14. Wall tie fastener; 141. Fastener seat; 142. Fastener cover; 143. Bolt; 144. Lug; 145. First groove; 146. Second groove; 15. Wall tie screw; 151. Enlarged part; 16. Fixing nut; 20. Wall; 30. Scaffolding structure; 31. Upright; 32. Wall tie steel pipe; 33. Right angle fastener. Detailed Implementation

[0026] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of the present utility model.

[0027] The directional terms mentioned in this utility model, such as "up", "down", "front", "back", "left", "right", "inner", "outer", "side", "top" and "bottom", are only for reference to the orientation of the accompanying drawings. The directional terms used are for the purpose of explaining and understanding this utility model, and are not intended to limit this utility model.

[0028] In the diagram, units with similar structures are represented by the same labels.

[0029] Please refer to Figure 1 , Figure 2In this embodiment, the wall-connecting structure 10 includes an embedded part 12, an embedded screw 13, a wall-connecting fastener 14, and a wall-connecting screw 15. The embedded part 12 is hollow inside and open at one end, with the open end of the embedded part 12 tightly against the inner surface of the template. One end of the embedded screw 13 is located inside the embedded part 12, and the other end of the embedded screw 13 passes through the template and is threaded to a fixing nut 16, thus fixing the embedded part 12 to the template. After pouring concrete and removing the template, the embedded screw 13 separates from the embedded part 12. The embedded screw 13 can be directly inserted into the embedded part 12, or it can be threaded into the embedded part 12, facilitating removal after demolding. The wall-connecting fastener 14 is used to fix the wall-connecting steel pipe 32. The wall tie rod 15 is used to fix the wall tie fastener 14 to the embedded part 12, thereby fixing the wall tie steel pipe 32 to the wall 20. This facilitates installation and disassembly, improving assembly efficiency. The embedded part 12, embedded tie rod 13, and wall tie rod 15 have simple structures and can be repeatedly recycled, significantly saving costs.

[0030] In this embodiment, please refer to Figure 2 One end of the wall tie rod 15 passes through one end of the wall tie fastener 14 and the opening of the embedded part 12, and is connected to the internal thread of the embedded part 12. The other end of the wall tie rod 15 is provided with an enlarged part 151, which abuts against the side of the wall tie fastener 14 away from the embedded part 12. It is easy to install and disassemble, has a simple structure, and saves costs.

[0031] The other end of the embedded part 12 is provided with a receiving groove 126, and an embedded nut 11 is inserted in the receiving groove 126. The embedded nut 11 is threadedly connected to the wall tie rod 15, which facilitates disassembly and assembly and improves the efficiency of installation and disassembly.

[0032] The embedded nut 11 is designed with a square structure, which makes the embedded nut 11 more stable during installation and improves the efficiency of the threaded connection.

[0033] In this embodiment, please refer to Figure 2 The embedded part 12 includes a housing 121, an abutment portion 122, and an installation portion 123. The abutment portion 122 is located at one end of the housing 121, protruding from the outer periphery of that end. The side of the abutment portion 122 away from the housing 121 abuts against the template. The other end of the housing 121 is connected to the installation portion 123, which has a receiving groove 126 inside. The width of the receiving groove 126 is greater than the width of the hollow interior of the housing 121 and the abutment portion 122. The structure is simple and the cost is low. The outer periphery of the installation portion 123 protrudes from the outer periphery of the housing 121, improving the load-bearing strength when installing the wall tie rod 15 and the embedded nut 11.

[0034] Multiple reinforcing plates 124 are arranged between the abutment portion 122 and the shell 121. The multiple reinforcing plates 124 are arranged at intervals along the circumferential direction of the shell 121 to improve the load-bearing strength and save costs. Moreover, the abutment portion 122 can also play a role in sealing and waterproofing, preventing mud from entering the shell 121 during concrete pouring.

[0035] The mounting part 123 is configured as a square structure, the housing 121 is configured as a cylindrical structure, and the abutment part 122 is configured as a circular plate structure to improve the bonding strength with the concrete wall 20.

[0036] A reinforcing block 125 is provided at the end of the mounting part 123 away from the housing 121. The center of the reinforcing block 125 is coaxially arranged with the center of the pre-embedded nut 11, providing higher support force and preventing damage to the bottom of the groove of the mounting part 123 during installation.

[0037] The embedded part 12 and the embedded screw 13 can be made of plastic, which can save costs. In this embodiment, please refer to... Figure 3 The wall tie fastener 14 includes a fastener seat 141, a fastener cover 142, a bolt 143, and a nut. A first groove 145 is provided in the middle of one side of the fastener seat 141, and a lug 144 is provided on the other side of the fastener seat 141. The lug 144 has a through hole for installing the wall tie rod 15. One end of the fastener cover 142 is rotatably connected to one end of the fastener seat 141. A second groove 146 is provided on the side of the fastener cover 142 facing the first groove 145, and the second groove 146 cooperates with the first groove 145 to clamp the wall tie steel pipe 32. The other end of the fastener cover 142 is locked to the other end of the fastener seat 141 by the bolt 143 and nut, improving the efficiency of installation and disassembly. The wall tie structure 10 fastener can rotate 360 ​​degrees along the wall tie rod 15, facilitating the positioning and adjustment of the wall tie steel pipe 32.

[0038] Embedded part 12 is embedded in reinforced concrete, offering good rigidity, accurate placement, and ease of operation. Since embedded part 12 is located on the side of the beam (wall), scaffolding modifications are unnecessary, reducing safety hazards caused by delayed repairs. Furthermore, dismantling is convenient, requiring no welding or cutting, reducing fire hazards, and eliminating the need for patching holes, thus minimizing water seepage risks. Except for embedded part 12 and embedded nut 11, all other components of this wall tie structure 10 are recyclable, saving costs.

[0039] In another embodiment, the scaffolding structure 30 includes a scaffolding frame and any of the aforementioned wall-connecting structures 10 for connecting the scaffolding frame and the wall 20. The scaffolding frame includes multiple uprights 31, multiple wall-connecting steel pipes 32, and multiple right-angle couplers 33. The uprights 31 are vertically arranged, and the wall-connecting steel pipes 32 are horizontally arranged and fixedly connected to the wall 20 through the wall-connecting structures 10. The uprights 31 and the corresponding wall-connecting steel pipes 32 are fixedly connected by right-angle couplers 33, making installation and dismantling convenient.

[0040] The wall tie structure 10 first embeds and fixes the pre-embedded parts 12 onto the side formwork of the beam (wall). When the side formwork is removed, the fixing nuts 16 are unscrewed. When the concrete strength of the beam (wall) reaches 15MPa or more, the pre-embedded screws 13 on the pre-embedded parts 12 are removed. The wall tie screws 15 are inserted into the wall tie fasteners 14 and then screwed into the pre-embedded parts 12. The wall tie steel pipe 32 is fastened through the wall tie fasteners 14 and pressed against the beam (wall). Finally, the wall tie steel pipe 32 is connected to the uprights 31 of the scaffolding with right-angle fasteners 33 to form a whole.

[0041] Please refer to Figure 1 , Figure 4 The following is a detailed description of the installation and construction process of this wall-connecting structure 10.

[0042] I. Construction Preparation

[0043] 1. Familiarize yourself with the drawings and relevant construction specifications, prepare a special construction plan for scaffolding, and draw the scaffolding plan layout and the wall tie structure elevation layout.

[0044] 2. Provide construction plan briefings to construction teams and personnel to ensure that operators understand the relevant construction techniques and requirements of the new wall-connecting structure 10.

[0045] 3. Prepare an on-site delivery plan for the required specifications and quantities of 10 wall tie structures according to the scaffolding scheme requirements, and verify the factory inspection reports, product certificates, appearance, quantity, etc. of the delivered materials in accordance with the construction scheme and specifications.

[0046] II. Beam (Wall) Formwork Installation

[0047] Install the formwork for the structural beams (walls) of the building according to the construction drawings and construction plan requirements.

[0048] 1. Before installing the template, apply a release agent to the template and keep the template clean and tidy.

[0049] 2. The template installation requires a flat surface, tight joints, overall reliability, and accurate internal and external corner axes. In order to ensure that the template does not leak concrete, sponge paper is used to stick the joints to prevent leakage.

[0050] III. Measurement and Positioning

[0051] 1. After the beam (wall) formwork is reinforced, determine the distribution position of the wall tie structure 10 on the floor according to the specifications and the requirements for the arrangement of the wall tie structure 10 in the special construction plan for scaffolding, and mark the points on the uprights 31 inside the scaffolding with a bright colored paint pen.

[0052] 2. Prepare a 1.0m PVC pipe in advance. Determine the position according to the wall tie structure 10. Place the PVC pipe close to the main node of the scaffold upright 31 and no more than 300mm away, and make a mark perpendicular to the beam (wall) formwork. Mark the point on the formwork with a bright colored paint pen.

[0053] IV. Installation of Embedded Parts 12

[0054] 1. Drill 12mm holes at the marked positions on the side formwork of the beam (wall), and then install the wall connection structure 10 embedded parts 12 at the hole positions. The embedded parts 12 should be installed firmly and in accurate positions.

[0055] 2. The position of the pre-embedded part 12 in the wall tie structure 10 must be 10cm below the concrete structure surface.

[0056] 3. When installing the embedded part 12, the holes of the side template should be cleaned thoroughly.

[0057] 4. When tightening the fixing nut 16, the torque should not be too high to avoid damaging the threads.

[0058] V. Concrete Pouring of Beams (Walls)

[0059] After the beam (wall) reinforcement and formwork have passed inspection, concrete pouring can proceed.

[0060] 1. For the concrete pouring of beams (walls), pour the concrete continuously in layers from one end to the other or from the middle to both ends in one continuous pouring.

[0061] 2. When pouring concrete, the embedded part 12 should be protected. The vibrator should not be used to vibrate the embedded part 12 to avoid damage or displacement of the embedded part 12.

[0062] VI. Removal of Beam (Wall) Side Formwork

[0063] 1. Once the concrete has reached a strength sufficient to prevent damage to its surface and edges from the removal of the side formwork, it can be removed. The removed side formwork should be transported away promptly, categorized, and hoisted to designated locations for stacking, and retrieved as needed.

[0064] 2. Before removing the side mold, first unscrew the pre-embedded fixing nut 16 to prevent collision with the pre-embedded screw 13 when removing the side mold.

[0065] VII. Scaffolding connection construction

[0066] When the concrete strength reaches 15MPa or above, the wall tie rod 15 can be installed. First, take out the embedded threaded rod 13 on the embedded part 12, then insert the metal wall tie rod 15 into the wall tie fastener 14 and the embedded part 12 and tighten it with the embedded nut 11. Fasten the wall tie steel pipe 32 through the wall tie fastener 14 and press it against the beam (wall). Finally, connect and lock the wall tie steel pipe 32 and the main node of the scaffold upright 31 through the right angle fastener 33.

[0067] 8. Inspection and Acceptance of Wall Tie Structure

[0068] 1. Check whether the quantity and construction method of the wall ties are consistent with the plan.

[0069] 2. Check whether the wall tie rods are firmly against the beam (wall).

[0070] 3. Check whether the wall ties and scaffold uprights 31 are secure.

[0071] 9. Demolition and Recycling of Wall Tie-in Structures

[0072] 1. The wall ties 10 must be dismantled layer by layer along with the scaffolding. Before dismantling, a safety inspection of the scaffolding must be carried out to confirm that there are no safety hazards before dismantling can proceed; the dismantling order is from top to bottom, with the most recently erected structures being dismantled first and the most recently erected structures being dismantled last.

[0073] 2. During dismantling, operators must wear safety belts, soft-soled non-slip shoes, and leg wraps.

[0074] 3. After the dismantled wall tie structure components and other materials are transported to the ground, they should be cleaned, inspected, repaired and maintained in a timely manner, and stored in a classified and stacked manner according to type and specification for future use.

[0075] In this embodiment, the present invention relates to a wall-connecting structure and its corresponding scaffolding structure. The wall-connecting structure includes an embedded part, an embedded screw, a wall-connecting fastener, and a wall-connecting screw. The embedded part is hollow inside and open at one end, with the open end of the embedded part closely attached to the inner side of the template. One end of the embedded screw is located inside the embedded part, and the other end of the embedded screw passes through the template and is threaded to a fixing nut, so that the embedded part is fixed to the template. When the template is removed, the embedded screw is separated from the embedded part. The embedded screw can be directly inserted into the embedded part, or it can be threaded into the embedded part, facilitating removal after demolding. The wall-connecting fastener is used to fix the wall-connecting steel pipe. The wall-connecting screw is used to fix the wall-connecting fastener to the embedded part, thereby fixing the wall-connecting steel pipe to the wall, facilitating installation and disassembly, and improving assembly efficiency. The embedded parts, embedded bolts, and wall ties have a simple structure, and the embedded bolts and wall ties can be repeatedly recycled, significantly saving costs. The scaffolding structure equipped with these wall ties can also improve installation and dismantling efficiency and reduce costs.

[0076] In summary, although the present invention has been disclosed above with reference to preferred embodiments, the above preferred embodiments are not intended to limit the present invention. Those skilled in the art can make various modifications and refinements without departing from the spirit and scope of the present invention. Therefore, the scope of protection of the present invention shall be determined by the scope defined in the claims.

Claims

1. A wall-connecting structure, characterized in that, include: An embedded part, wherein the embedded part is hollow inside and open at one end, and the open end of the embedded part is in close contact with the inner side of the template. An embedded screw is provided, one end of which is located inside the embedded part, and the other end of which passes through the template and is threaded to a fixing nut, so that the embedded part is fixed to the template; when the template is removed, the embedded screw is separated from the embedded part. Wall tie fasteners, used to secure steel pipes connected to walls; and, The wall tie rod is used to fix the wall tie fastener to the embedded part.

2. The wall-connecting structure according to claim 1, characterized in that, One end of the wall-connecting screw passes through one end of the wall-connecting fastener and the opening of the embedded part in sequence, and is connected to the internal thread of the embedded part; the other end of the wall-connecting screw is provided with an enlarged part, which abuts against the side of the wall-connecting fastener away from the embedded part.

3. The wall-connecting structure according to claim 2, characterized in that, The other end of the embedded part is provided with a receiving groove, and an embedded nut is inserted in the receiving groove. The embedded nut is threadedly connected to the wall tie rod.

4. The wall-connecting structure according to claim 3, characterized in that, The embedded nut is designed with a square structure.

5. The wall-connecting structure according to claim 3, characterized in that, The embedded part includes a housing, an abutment part, and an installation part. The abutment part is disposed at one end of the housing and protrudes from the outer periphery of one end of the housing. The side of the abutment part away from the housing abuts against the template. The other end of the housing is connected to the installation part. The installation part is provided with a receiving groove inside. The width of the receiving groove is greater than the width of the hollow interior of the housing and the abutment part.

6. The wall-connecting structure according to claim 5, characterized in that, The outer peripheral side of the mounting part protrudes from the outer peripheral side of the housing.

7. The wall-connecting structure according to claim 5, characterized in that, Multiple reinforcing plates are arranged between the abutting part and the housing, and the multiple reinforcing plates are spaced apart along the circumferential direction of the housing.

8. The wall-connecting structure according to claim 5, characterized in that, The mounting part is configured as a square structure, the housing is configured as a cylindrical structure, and the abutment part is configured as a circular plate structure.

9. The wall-connecting structure according to claim 1, characterized in that, The wall-connecting fastener includes a fastener seat, a fastener cover, a bolt, and a nut. A first groove is provided in the center of one side of the fastener seat, and a lug is provided on the other side of the fastener seat. The lug has a through hole for installing the wall-connecting bolt. One end of the fastener cover is rotatably connected to one end of the fastener seat. A second groove is provided on the side of the fastener cover facing the first groove, and the second groove cooperates with the first groove to clamp the wall-connecting steel pipe. The other end of the fastener cover is locked to the other end of the fastener seat by the bolt and the nut.

10. A scaffolding structure, characterized in that, include: The scaffold frame and any one of the wall-connecting structures in claims 1-9 above for connecting the scaffold frame and the wall.

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