Scaffold reinforcing and supporting structure

Abstract

The utility model relates to the field of scaffold reinforcement, in particular to a scaffold reinforcement supporting structure which comprises a six-direction joint, vertical pipes, a transverse horizontal pipe, a longitudinal horizontal pipe, a limiting block, a locking structure, an interlocking structure and a supporting structure, the vertical pipes are fixedly installed on the upper side and the lower side of the six-direction joint, and the transverse horizontal pipe is fixedly installed on the right side of the six-direction joint. The longitudinal horizontal pipe is fixedly installed on the rear side of the six-way joint, the limiting blocks are fixedly installed on the left side and the front side of the six-way joint, the locking structure is arranged on the outer side of the six-way joint, the interlocking structure is arranged among the vertical pipe, the transverse horizontal pipe and the longitudinal horizontal pipe, the supporting structure is fixedly connected to the bottom of the vertical pipe on the lower side, and the six-way sleeve is made of elastic rubber materials. Shock generated by movement of the scaffold can be absorbed, the first bolt and the second bolt are prevented from being loosened due to shock, the steel pipes are fixed in the locking structure through the six-direction joint and the six-direction sleeve on the outer side, the firmness of connection of the steel pipes in different axial directions is enhanced through the interlocking structure, and the stability and the safety are guaranteed through multiple guarantees.

Description

Technical Field

[0001] This utility model relates to the field of scaffolding reinforcement, and in particular to a scaffolding reinforcement support structure. Background Technology

[0002] Scaffolding reinforcement and support structures refer to the components used to support and reinforce scaffolding during the construction process. Through various connection methods, they tightly connect the different layers of scaffolding and between the scaffolding and the ground. The connection and combination of these components form a stable support system, ensuring the stability and safety of the scaffolding and the personal safety of construction workers.

[0003] Currently, scaffolding reinforcement and support structures mainly use steel materials, which are attached to the joints of scaffolding steel pipes by welding or bolting. This structure has high strength and good stability, but it is heavy and inconvenient to transport and install. At the same time, steel reinforcement and support structures are expensive and may be stolen by criminals. Moreover, the relatively complex structure makes assembly and disassembly cumbersome, time-consuming and labor-intensive.

[0004] Therefore, in view of the problems that the steel scaffolding reinforcement support structure has a large self-weight, is inconvenient to install and transport, and is relatively complex, making assembly and disassembly cumbersome, time-consuming and labor-intensive, a scaffolding reinforcement support structure can be designed. By using lightweight rigid materials, the weight of the support structure can be reduced, the convenience of transportation and installation can be improved, the assembly and disassembly process can be simplified, and labor costs can be reduced. Utility Model Content

[0005] To overcome the problems of the large self-weight of the steel scaffolding reinforcement support structure, the inconvenience of installation and transportation, and the fact that the complex structure makes assembly and disassembly cumbersome, time-consuming and labor-intensive.

[0006] The technical solution of this utility model is as follows: a scaffolding reinforcement support structure, including a six-way joint, a vertical pipe, a horizontal pipe, a longitudinal pipe, a limiting block, a locking structure, an interlocking structure, and a support structure. The vertical pipe is fixedly installed on the upper and lower sides of the six-way joint, the horizontal pipe is fixedly installed on the right side of the six-way joint, the longitudinal pipe is fixedly installed on the rear side of the six-way joint, the limiting block is fixedly installed on the left and front sides of the six-way joint, the locking structure is set on the outside of the six-way joint, the interlocking structure is set between the vertical pipe, the horizontal pipe, and the longitudinal pipe, and the support structure is fixedly connected to the bottom of the lower vertical pipe.

[0007] Preferably, the six-way sleeve inside the locking structure is made of elastic rubber. When connecting and fixing the steel pipes inside the scaffold, it can absorb the vibration caused by wind and workers moving above the scaffold, preventing the vibration from loosening the bolts used for fixing and causing them to fall off. This ensures the stability and safety of the reinforced support structure. The six-way joint and the outer six-way sleeve firmly fix the steel pipes inside the scaffold in the locking structure, and the interlocking structure strengthens the firmness of the connection between steel pipes in different axes. The bottom support structure and the bottom of the vertical pipe connected to the ground have fixing plates for bolt fixing. Multiple protections ensure its stability and safety.

[0008] As a preferred embodiment, the locking structure includes a six-way sleeve, a threaded hole five, a cylindrical shell, a threaded hole six, and a screw one. The six-way sleeve has threaded holes five on its upper, lower, left, and right sides. The cylindrical shell has openings in three axial directions that are compatible with the six-way sleeve. The cylindrical shell has threaded holes six on its front and rear sides. The screw one is rotatably installed in the threaded holes five and six.

[0009] As a preferred embodiment, the interlocking structure includes a steel pipe sleeve 1, a threaded hole 7, a diagonal brace 1, a threaded hole 8, a buffer plate, and a screw 2. The steel pipe sleeve 1 has a threaded hole 7 diagonally opened on its upper side. The diagonal brace has a threaded hole 8 diagonally opened at both ends where it contacts the steel pipe sleeve 1. A buffer plate is provided on the outside of the threaded hole 8. The screw 2 is rotatably installed in the threaded hole 7 and the threaded hole 8.

[0010] As a preferred embodiment, the support structure includes a steel pipe sleeve II, a diagonal brace II, and a fixing plate. The steel pipe sleeve II is slidably installed on the lower vertical pipe. The top of the diagonal brace II is fixedly connected to the steel pipe sleeve II. The fixing plate is fixedly connected to the bottom of the diagonal brace II. The fixing plate has a threaded hole 9 for fixing to the ground.

[0011] Preferably, the top of the vertical tube is provided with an angle, one end of the vertical tube is provided with a threaded hole two with the same inner diameter as the threaded hole one, and the connection between the vertical tube and the steel pipe sleeve one is provided with an oblique threaded hole three with the same inner diameter as the threaded hole seven.

[0012] Preferably, the outer diameter of the six-way joint protrusion is adapted to the inner diameter of the vertical pipe, the horizontal pipe, and the longitudinal horizontal pipe, the inner diameter of the six-way sleeve is adapted to the outer diameter of the vertical pipe, the horizontal pipe, and the longitudinal horizontal pipe, and the top of the six-way joint protrusion is provided with an angle.

[0013] Preferably, one end of the limiting block is provided with an angle, and the center of the angled end of the limiting block is provided with an opening adapted to the six-way joint. The limiting block is provided with a threaded hole four with the same inner diameter as the threaded hole one. Screw one and screw two are both internal hexagon screws.

[0014] The beneficial effects of this utility model are as follows: The six-way sleeve inside the locking structure is made of elastic rubber, which can absorb the vibration caused by wind and workers moving above the scaffold when connecting and fixing the steel pipes inside the scaffold. This prevents the vibration from loosening the bolts used for fixing and causing them to fall off, thus ensuring the stability and safety of the reinforced support structure. The six-way joint and the outer six-way sleeve firmly fix the steel pipes inside the scaffold in the locking structure, and the interlocking structure strengthens the firmness of the connection between steel pipes in different axes. The bottom support structure and the bottom of the vertical pipe connected to the ground have fixing plates for bolt fixing, providing multiple guarantees to ensure its stability and safety. Attached Figure Description

[0015] Figure 1 The diagram shown is a three-dimensional structural illustration of the scaffolding reinforcement and support structure of this utility model.

[0016] Figure 2 The diagram shown is a three-dimensional structural schematic of the locking structure of the scaffolding reinforcement and support structure of this utility model.

[0017] Figure 3 The diagram shown is a three-dimensional structural schematic of the interlocking structure of the scaffolding reinforcement and support structure of this utility model.

[0018] Figure 4 The diagram shown is a three-dimensional structural schematic of the scaffolding reinforcement and support structure of this utility model.

[0019] Figure 5 The diagram shown is a three-dimensional structural schematic of the connection method of the scaffolding reinforcement and support structure of this utility model;

[0020] Figure 6 The diagram shown is a three-dimensional structural schematic of the limiting block of the scaffolding reinforcement and support structure of this utility model.

[0021] Explanation of reference numerals in the attached diagram: 1. Six-way joint; 2. Threaded hole one; 3. Vertical pipe; 4. Threaded hole two; 5. Threaded hole three; 6. Horizontal pipe; 7. Vertical pipe; 8. Limiting block; 9. Threaded hole four; 13. Six-way sleeve; 14. Threaded hole five; 15. Cylindrical shell; 16. Threaded hole six; 17. Screw one; 18. Steel pipe sleeve one; 19. Threaded hole seven; 20. Diagonal brace one; 21. Threaded hole eight; 22. Buffer plate; 23. Screw two; 24. Steel pipe sleeve two; 25. Diagonal brace two; 26. Fixing plate; 27. Threaded hole nine. Detailed Implementation

[0022] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0023] Please see Figures 1-6In this embodiment, the present invention provides a scaffolding reinforcement support structure, including a six-way joint 1, a vertical pipe 3, a horizontal pipe 6, a vertical pipe 7, a limiting block 8, a locking structure, an interlocking structure, and a support structure. The vertical pipe 3 is fixedly installed on the upper and lower sides of the six-way joint 1, the horizontal pipe 6 is fixedly installed on the right side of the six-way joint 1, the vertical pipe 7 is fixedly installed on the rear side of the six-way joint 1, the limiting block 8 is fixedly installed on the left and front sides of the six-way joint 1, the locking structure is located on the outside of the six-way joint 1, the interlocking structure is located between the vertical pipe 3, the horizontal pipe 6, and the vertical pipe 7, and the support structure is fixedly connected to the bottom of the lower vertical pipe 3. The six-way sleeve 13 inside the structure is made of elastic rubber. When connecting and fixing the steel pipes inside the scaffold, it can absorb the vibration caused by wind and workers moving above the scaffold, preventing the vibration from loosening the bolts 1 and 2 used for fixing and causing them to fall off. This ensures the stability and safety of the reinforced support structure. The steel pipes inside the scaffold are firmly fixed in the locking structure through the six-way joint 1 and the outer six-way sleeve 13. The interlocking structure strengthens the firmness of the connection between steel pipes in different axes. The bottom support structure and the bottom of the vertical pipe 3 connected to the ground have fixing plates 26 for bolt fixing. Multiple protections ensure its stability and safety.

[0024] Please see Figures 2-4 In this embodiment, the locking structure includes a six-way sleeve 13, a threaded hole 14, a cylindrical shell 15, a threaded hole 16, and a screw 17. The six-way sleeve 13 has threaded holes 14 on its top, bottom, left, and right sides. The cylindrical shell 15 has openings on its three axial directions that fit the six-way sleeve 13. The cylindrical shell 15 has threaded holes 16 on its front and rear sides. The screw 17 is rotatably installed in the threaded holes 14 and 16. The six-way sleeve 13 is made of rubber to absorb vibrations generated during operation and prevent vibrations from being transmitted to the locking screws 17 and 23, ensuring structural stability. The interlocking structure includes a steel pipe sleeve 18, a threaded hole 19, a diagonal brace 20, a threaded hole 21, a buffer plate 22, and a screw 23. The steel pipe sleeve 18 has a threaded hole 19 diagonally opened on its top. The two ends of the diagonal brace are provided with oblique threaded holes 21 at the contact points with the steel pipe sleeve 18. Buffer plates 22 are provided on the outside of the threaded holes 21. Screws 23 are rotatably installed in the threaded holes 19 and 21. The diagonal brace strengthens the structural rigidity, preventing the assembled structure from being easily dislodged by external forces. The support structure includes the steel pipe sleeve 24, the diagonal brace 25, and the fixing plate 26. The steel pipe sleeve 24 is slidably installed on the lower vertical pipe 3. The top of the diagonal brace 25 is fixedly connected to the steel pipe sleeve 24. The fixing plate 26 is fixedly connected to the bottom of the diagonal brace 25. The fixing plate 26 has threaded holes 27 for fixing to the ground. An additional triangular reinforcement structure is designed at the bottom, and the entire structure is fixed to the ground through the threaded holes 27 on the fixing plate 26, greatly increasing its stability.

[0025] Please see Figures 5-6 In this embodiment, the top end of the vertical pipe 3 is provided with an angle, and one end of the vertical pipe 3 is provided with a threaded hole 4 with the same inner diameter as the threaded hole 2. The connection between the vertical pipe 3 and the steel pipe sleeve 18 is provided with an angled threaded hole 5 with the same inner diameter as the threaded hole 19. The top of the steel pipe used for building scaffolding is provided with an angle to facilitate the insertion of the steel pipe into the six-way sleeve 13. The outer diameter of the protrusion of the six-way joint 1 is adapted to the inner diameter of the vertical pipe 3, the horizontal pipe 6 and the longitudinal horizontal pipe 7. The inner diameter of the six-way sleeve 13 is adapted to the outer diameter of the vertical pipe 3, the horizontal pipe 6 and the longitudinal horizontal pipe 7. The top end of the protrusion of the six-way joint 1 is provided with an angle. The beveled edge of the hexagonal joint 1 facilitates the insertion of the steel pipe into the sleeve and its assembly with the hexagonal joint 1. One end of the limiting block 8 is also beveled, and a central opening at the beveled end of the limiting block 8, adapted to the hexagonal joint 1, is provided. The limiting block 8 also has a threaded hole 9 with the same inner diameter as threaded hole 2. Screws 17 and 23 are both internal hexagonal head screws. The limiting block 8 is used to lock the hexagonal sleeve 13, which is not connected to the steel pipe, preventing mud and sand from entering the sleeve and causing connection problems.

[0026] During operation, the steel pipe sleeve 24 is installed on the vertical pipe 3, which has a fixing plate 26 welded to its bottom. After installation, the top of the vertical pipe 3 is inserted into the bottom opening of the six-way sleeve 13, and the threaded hole 24 on the vertical pipe 3 is aligned with the threaded hole 616 on the cylindrical shell 15. The screw 17 is turned inward from the threaded hole 616 at the bottom of the cylindrical shell 15. The screw 17 passes through the cylindrical shell 15, the six-way sleeve 13, the vertical pipe 3, and the six-way joint 1, thus fixing the locking structure to the vertical pipe 3 connected to the ground. The steel pipe sleeve 18 is then installed on the vertical pipe 3, the horizontal pipe 6, and the longitudinal horizontal pipe 7. Align the threaded hole 19 on the steel pipe sleeve 18 with the threaded hole 5 on the vertical pipe 3, the horizontal pipe 6, and the longitudinal horizontal pipe 7. Then install the vertical pipe 3, the horizontal pipe 6, and the longitudinal horizontal pipe 7 on the upper, right, and rear sides of the hexagonal sleeve. Fix the vertical pipe 3 and the horizontal pipe 6 to the hexagonal sleeve 13 with screw 17. Fix the diagonal brace 20 to the adjacent steel pipe sleeve 18 with screw 23 to complete the interlocking between the vertical pipe 3, the horizontal pipe 6, and the longitudinal horizontal pipe 7. Then fix the bolt in the threaded hole 27 to fix the reinforced support structure to the ground.

[0027] Through the above steps, the six-way sleeve 13 inside the locking structure is made of elastic rubber. When connecting and fixing the steel pipes inside the scaffold, it can absorb the vibration caused by wind and workers moving above the scaffold, preventing the vibration from loosening the bolts 1 and 2 used for fixing and causing them to fall off. This ensures the stability and safety of the reinforced support structure. The six-way joint 1 and the outer six-way sleeve 13 firmly fix the steel pipes inside the scaffold in the locking structure. The interlocking structure strengthens the firmness of the connection between steel pipes in different axes. The bottom support structure and the bottom of the vertical pipe 3 connected to the ground have fixing plates 26 for bolt fixing. Multiple protections ensure its stability and safety.

[0028] The embodiments of the present invention are described in detail above with reference to the accompanying drawings. However, the present invention is not limited to the above embodiments. Various changes can be made within the scope of knowledge possessed by those skilled in the art without departing from the purpose of the present invention.

Claims

1. A scaffolding reinforcement and support structure, comprising a vertical tube (3), a horizontal tube (6), a longitudinal horizontal tube (7), and a limiting block (8); characterized in that: It also includes a six-way joint (1), a locking structure, an interlocking structure and a support structure. The vertical tube (3) is fixedly installed on the upper and lower sides of the six-way joint (1), the horizontal tube (6) is fixedly installed on the right side of the six-way joint (1), the vertical tube (7) is fixedly installed on the rear side of the six-way joint (1), the limiting block (8) is fixedly installed on the left and front sides of the six-way joint (1), the locking structure is set on the outside of the six-way joint (1), the interlocking structure is set between the vertical tube (3), the horizontal tube (6) and the vertical tube (7), and the support structure is fixedly connected to the bottom of the lower vertical tube (3).

2. The scaffolding reinforcement and support structure according to claim 1, characterized in that: The locking structure includes a six-way sleeve (13), a threaded hole five (14), a cylindrical shell (15), a threaded hole six (16), and a screw one (17). The six-way sleeve (13) has threaded holes five (14) on its upper, lower, left, and right sides. The cylindrical shell (15) has openings in three axial directions that are compatible with the six-way sleeve (13). The cylindrical shell (15) has threaded holes six (16) on its front and rear sides. The screw one is rotated and installed in the threaded holes five (14) and six (16).

3. The scaffolding reinforcement and support structure according to claim 2, characterized in that: The interlocking structure includes a steel pipe sleeve (18), a threaded hole (19), a diagonal brace (20), a threaded hole (21), a buffer plate (22), and a screw (23). The steel pipe sleeve (18) has a threaded hole (19) diagonally opened on it. The diagonal brace has a threaded hole (21) diagonally opened at both ends where it contacts the steel pipe sleeve (18). A buffer plate (22) is provided on the outside of the threaded hole (21). The screw (23) is rotatably installed in the threaded hole (19) and the threaded hole (21).

4. The scaffolding reinforcement and support structure according to claim 3, characterized in that: The supporting structure includes a steel pipe sleeve (24), a diagonal brace (25), a fixing plate (26), and a threaded hole (27). The steel pipe sleeve (24) is slidably installed on the lower vertical pipe (3). The top of the diagonal brace (25) is fixedly connected to the steel pipe sleeve (24). The fixing plate (26) is fixedly connected to the bottom of the diagonal brace (25). The fixing plate (26) has a threaded hole (27) for fixing to the ground.

5. The scaffolding reinforcement and support structure according to claim 4, characterized in that: The top of the vertical tube (3) is provided with an angle, and one end of the vertical tube (3) is provided with a threaded hole two (4) with the same inner diameter as the threaded hole one (2). The vertical tube (3) and the steel pipe sleeve one (18) are provided with an oblique threaded hole three (5) with the same inner diameter as the threaded hole seven (19).

6. The scaffolding reinforcement and support structure according to claim 5, characterized in that: The outer diameter of the protrusion of the six-way joint (1) is adapted to the inner diameter of the vertical pipe (3), the horizontal pipe (6) and the longitudinal horizontal pipe (7), and the inner diameter of the six-way sleeve (13) is adapted to the outer diameter of the vertical pipe (3), the horizontal pipe (6) and the longitudinal horizontal pipe (7). The top of the protrusion of the six-way joint (1) is provided with an angle.

7. The scaffolding reinforcement and support structure according to claim 6, characterized in that: The limit block (8) has a bevel at one end. The center of the bevel end of the limit block (8) has an opening that matches the six-way joint (1). The limit block (8) has a threaded hole four (9) with the same inner diameter as the threaded hole one (2). Screw one (17) and screw two (23) are both internal hexagon screws.

Images