A flower basket type cantilevered scaffold structure

Abstract

The utility model provides a flower basket formula overhanging scaffold structure, including steel beam, positioning structure, the positioning structure cover in the lateral wall of steel beam, the positioning structure includes locating slide block, sleeve pipe, telescopic link, plug rod, rubber pad layer, lug, limit stop and sliding slot, locating slide block sliding connection in the lateral wall of steel beam, the top surface of locating slide block is fixed with sleeve pipe, just the inside fixed of sleeve pipe has plug rod, the lateral wall fixed of plug rod has rubber pad layer, and the top surface both ends of another locating slide block is each fixed with lug, the utility model provides a flower basket formula overhanging scaffold structure has the advantage that can avoid punching on steel beam, and the advantage that stably will scaffold fixed support on steel beam.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and in particular to a flower basket-type cantilever scaffolding structure. Background Technology

[0002] Basket cantilever scaffolding is a simple facility used in construction. It is divided into single-story and multi-story cantilever structures and is mainly suitable for high-rise buildings or tall structures with a height of no more than 100m. Construction workers can carry out construction and decoration on the exterior walls of the building from inside the cantilever scaffolding.

[0003] Currently, some existing basket-type cantilever scaffolding structures require drilling holes in the steel beams during installation, as the bottom of the scaffolding is supported on steel beams and is typically fixed to the beams with bolts. Drilling holes in the steel beams means that the limiting points are fixed. If the scaffolding's installation location changes during reuse, these holes become unusable, requiring new holes to be drilled. Too many through holes can affect the load-bearing capacity of the steel beams, and drilling holes each time is time-consuming and labor-intensive, resulting in low construction efficiency.

[0004] Therefore, it is necessary to provide a new basket-type cantilever scaffolding structure to solve the above-mentioned technical problems. Utility Model Content

[0005] The technical problem solved by this utility model is to provide a basket-type cantilever scaffolding structure that can securely fix and support the scaffolding on the steel beam without drilling holes in the steel beam.

[0006] To solve the above-mentioned technical problems, the present invention provides a basket-type cantilever scaffold structure comprising: a steel beam; a positioning structure, wherein the positioning structure is fitted onto the side wall of the steel beam, the positioning structure comprising a positioning slider, a sleeve, a telescopic rod, an insert rod, a rubber pad, a hanging lug, a limiting block, and a sliding groove; the positioning slider is slidably connected to the side wall of the steel beam; the sleeve is fixed to the top surface of the positioning slider, and the insert rod is fixed inside the sleeve; the rubber pad is fixed to the side wall of the insert rod; the hanging lug is fixed to each of the two ends of the top surface of the other positioning slider; the telescopic rod is installed on both sides of the positioning slider; the sliding groove is provided on the side walls of the upper and lower ends of the telescopic rod; the limiting block is fixed to the inner side of the telescopic rod penetrating the side wall of the positioning slider; the scaffold is inserted into the side wall of the insert rod; and one end of the diagonal tie rod is connected to the hanging lug.

[0007] Preferably, the positioning slider is in the shape of an "I" and has an "I" shaped through groove inside, which corresponds to the cross section of the steel beam, and the positioning slider slides on the side wall of the steel beam through this through groove.

[0008] Preferably, the inner diameter of the sleeve is larger than the diameter of the scaffold upright, the diameter of the insert is smaller than the inner diameter of the scaffold upright, and the diameter of the rubber pad is larger than the inner diameter of the scaffold upright.

[0009] Preferably, one end of the steel beam is fixed to the wall by bolts, and the other end of the diagonal tie rod is also fixed to the wall by bolts, and the other end of the steel beam is diagonally supported on the wall by the diagonal tie rod.

[0010] Preferably, the limiting block passes through the slide groove, and both ends of the telescopic rod are threadedly connected to the center, and both ends of the telescopic rod slide on the side wall of the limiting block through the slide groove.

[0011] Preferably, both ends of the telescopic rod penetrate the side wall of the positioning slider and abut against the side wall of the steel beam, and the position of the positioning slider is determined by the telescopic rod abutting against the side wall of the steel beam.

[0012] Compared with related technologies, the basket-type cantilever scaffolding structure provided by this utility model has the following beneficial effects:

[0013] This utility model provides a basket-type cantilever scaffolding structure. First, the steel beam is fixed to the wall with bolts. Then, the corresponding positioning structures are sequentially inserted from one end of the steel beam, allowing the positioning structures to slide along the side wall of the steel beam. Next, by rotating the telescopic rod on the outermost positioning structure, the telescopic rod is driven to abut against the side wall of the steel beam, restricting the position of the positioning structure. A diagonal tie rod is connected to it and fixed to the wall with bolts, further strengthening the stability of the steel beam. Then, depending on the location of the scaffolding, the positioning structure can be slid to the corresponding position, and the position of the positioning structure is again restricted by rotating the telescopic rod installed on its side wall. Finally, the scaffolding is inserted into the top surface of the positioning structure via uprights, so that the scaffolding structure and the positioning structure are interlocked, thereby restricting the position of the scaffolding and enhancing the stability of the connection between the scaffolding and the steel beam. Attached Figure Description

[0014] Figure 1 A schematic diagram of a preferred embodiment of the basket-type cantilever scaffolding structure provided by this utility model;

[0015] Figure 2 for Figure 1 The diagram shows a three-dimensional representation of the positioning rod structure.

[0016] Figure 3 for Figure 1The diagram shows the structural layout of the ear-fixing position.

[0017] Figure 4 for Figure 2 The diagram shows the overall cross-sectional structure.

[0018] Figure 5 for Figure 2 A schematic diagram of the cross-section of the telescopic rod shown;

[0019] Figure 6 for Figure 5 The diagram shows the structure of the sliding groove at the top of the telescopic rod.

[0020] The following are the labels in the diagram: 1. Steel beam, 2. Positioning structure, 21. Positioning slider, 22. Sleeve, 23. Telescopic rod, 24. Insert rod, 25. Rubber pad, 26. Hanging lug, 27. Limiting block, 28. Slide groove, 3. Scaffolding, 4. Diagonal tie rod. Detailed Implementation

[0021] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0022] Please see Figures 1-6 ,in Figure 1 A schematic diagram of a preferred embodiment of the basket-type cantilever scaffolding structure provided by this utility model; Figure 2 for Figure 1 The diagram shows a three-dimensional representation of the positioning rod structure. Figure 3 for Figure 1 The diagram shows the structural layout of the ear-fixing position. Figure 4 for Figure 2 The diagram shows the overall cross-sectional structure. Figure 5 for Figure 2 A schematic diagram of the cross-section of the telescopic rod shown; Figure 6 for Figure 5Schematic diagram of the structure of the chute at the top of the telescopic rod. The structure of the basket-type cantilever scaffolding includes: steel beam 1; positioning structure 2, the positioning structure 2 is sleeved on the side wall of the steel beam 1, the positioning structure 2 includes a positioning slider 21, a sleeve 22, a telescopic rod 23, a plug rod 24, a rubber cushion 25, a hanging ear 26, a limiting block 27 and a chute 28. The positioning slider 21 is slidably connected to the side wall of the steel beam 1. The sleeve 22 is fixed to the top surface of the positioning slider 21, and the plug rod 24 is fixed inside the sleeve 22. The rubber cushion 25 is fixed to the side wall of the plug rod 24. At both edges of the top surface of the other positioning slider 21, the hanging ears 26 are fixed respectively. The telescopic rod 23 is installed on both sides of the positioning slider 21. The chute 28 is arranged on the side walls at the upper and lower ends of the telescopic rod 23. The limiting block 27 is fixed to the inner side of the telescopic rod 23 penetrating through the side wall of the positioning slider 21. The scaffolding 3 is inserted into the side wall of the plug rod 24, and one end of the inclined pull rod 4 is connected to the hanging ear 26.

[0023] In the specific implementation process, such as Figure 1 , Figure 2 , Figure 3 and Figure 4 shown, the shape of the positioning slider 21 is "I"-shaped, and a through groove in the shape of "I" is arranged inside the positioning slider 21, and this through groove corresponds to the cross section of the steel beam 1, and the positioning slider 21 slides on the side wall of the steel beam 1 through this through groove; enabling the positioning slider 21 to slide to any position on the steel beam 1 through the through groove, so that the positioning slider 21 can adjust its position according to the position where the scaffolding 3 is erected.

[0024] In the specific implementation process, such as Figure 1 , Figure 2 , Figure 4 and Figure 5 shown, the inner diameter of the sleeve 22 is larger than the diameter of the vertical rod of the scaffolding 3, the diameter of the plug rod 24 is smaller than the inner diameter of the vertical rod of the scaffolding 3, and the diameter of the rubber cushion 25 is larger than the inner diameter of the vertical rod of the scaffolding 3, which is convenient for the scaffolding 3 to be inserted into the top end of the plug rod 24 through the vertical rod, so that it squeezes the rubber cushion 25 and until it penetrates to the bottom end of the plug rod 24, and the sleeve is sleeved on the outside of the bottom end of the scaffolding 3, and then the rubber cushion 25 is clamped with the scaffolding 3, so that the position of the scaffolding 3 is restricted, and thus the position of the scaffolding 3 can be fixed.

[0025] In the specific implementation process, such as Figure 1As shown, one end of the steel beam 1 is fixed to the wall with bolts, and the other end of the diagonal tie rod 4 is also fixed to the wall with bolts. The other end of the steel beam 1 is diagonally supported to the wall by the diagonal tie rod 4, which facilitates the reinforcement of the stability of the steel beam 1 by the diagonal tie rod 4.

[0026] In the specific implementation process, such as Figure 1 As shown, the limiting block 27 passes through the slide groove 28, and both ends of the telescopic rod 23 are threadedly connected to the center, and both ends of the telescopic rod 23 slide on the side wall of the limiting block 27 through the slide groove 28; both ends of the telescopic rod 23 pass through the side wall of the positioning slider 21 and abut against the side wall of the steel beam 1, and the position of the positioning slider 21 is positioned by the telescopic rod 23 abutting against the side wall of the steel beam 1; so that by rotating the telescopic rod 23, both ends of the telescopic rod 23 can be driven to extend to both ends under the restriction of the limiting block 27, thereby abutting against the side wall of the steel beam 1 and fixing the position of the positioning slider 21.

[0027] The working principle of the basket-type cantilever scaffolding structure provided by this utility model is as follows:

[0028] In use, firstly, the steel beam 1 is fixed to the wall in sequence with bolts. Then, the two sets of positioning sliders 21 with sleeves 22 fixed to their top surfaces are slid into the steel beam 1 through the through groove. Next, the other positioning slider 21 with the hanging lug 26 fixed to its top surface is slid into the steel beam 1. By rotating the telescopic rod 23 installed on its side wall, the two ends of the telescopic rod 23 are restricted by the limiting block 27 and will not rotate. This allows the two ends of the telescopic rod 23 to slide on the side wall of the limiting block 27 through the sliding groove 28. Subsequently, the two ends of the telescopic rod 23 extend outward and abut against the side wall of the steel beam 1, thus fixing the position of the positioning slider 21 on the steel beam 1. Then, one end of the diagonal tie rod 4 is connected to the hanging lug 26 and... The other end is fixed to the wall with bolts, so that the diagonal tie rod 4 can further support the steel beam 1 through the positioning slider 21. Then, according to the position where the scaffolding 3 is erected, the two positioning sliders 21 that have been slid in beforehand are slid to the corresponding positions, and the position is restricted to the steel beam 1 by rotating the telescopic rod 23 installed on its side wall. Then, the bottom end of the upright of the scaffolding 3 is inserted from the top end of the insert rod 24, so that it squeezes the rubber pad 25 and penetrates into the bottom end of the insert rod 24. The sleeve is then placed on the outside of the bottom end of the scaffolding 3, thereby locking the rubber pad 25 into the scaffolding 3, thereby restricting the position of the scaffolding 3 and fixing its position. This structure has the advantage of avoiding drilling holes in the steel beam 1 and firmly fixing the scaffolding 3 to the steel beam 1.

[0029] Compared with related technologies, the basket-type cantilever scaffolding structure provided by this utility model has the following beneficial effects:

[0030] This utility model provides a basket-type cantilever scaffolding structure. First, the steel beam 1 is fixed to the wall with bolts. Then, the corresponding positioning structures 2 are sequentially inserted from one end of the steel beam 1, allowing the positioning structures 2 to slide along the side wall of the steel beam 1. Then, by rotating the telescopic rod 23 on the outermost positioning structure 2, the telescopic rod 23 can be driven to abut against the side wall of the steel beam 1, thus restricting the position of the positioning structure 2. The diagonal tie rod 4 is connected to it and fixed to the wall with bolts. This further strengthens the stability of the steel beam 1. Then, depending on the position of the scaffold 3, the positioning structure 2 can be slid to the corresponding position, and the position of the positioning structure 2 can be restricted again by rotating the telescopic rod 23 installed on its side wall. Then, the scaffold 3 is inserted into the top surface of the positioning structure 2 through the uprights, so that the scaffold 3 structure is inserted into the positioning structure 2, thereby restricting the position of the scaffold 3 and strengthening the stability of the connection between the scaffold and the steel beam 1.

[0031] The above description is merely an embodiment of this utility model and does not limit the patent scope of this utility model. Any equivalent structural or procedural transformations made based on the content of this utility model specification and drawings, or direct or indirect applications in other related technical fields, are similarly included within the patent protection scope of this utility model.

Claims

1. A basket-shaped cantilever scaffolding structure, characterized in that, including; steel beam (1); positioning structure (2), the positioning structure (2) is sleeved on the side wall of the steel beam (1), the positioning structure (2) includes a positioning slider (21), a sleeve (22), a telescopic rod (23), a plug rod (24), a rubber cushion layer (25), a hanging ear (26), a limiting block (27) and a chute (28), the positioning slider (21) is slidably connected to the side wall of the steel beam (1), the sleeve (22) is fixed to the top surface of the positioning slider (21), and the plug rod (24) is fixed inside the sleeve (22), the rubber cushion layer (25) is fixed to the side wall of the plug rod (24), the hanging ears (26) are fixed to the edges at both ends of the top surface of the other positioning slider (21), the telescopic rods (23) are installed on both sides of the positioning slider (21), the chute (28) is arranged on the side walls at the upper and lower ends of the telescopic rod (23), the limiting block (27) is fixed to the inner side of the telescopic rod (23) penetrating through the side wall of the positioning slider (21), the scaffold (3) is inserted into the side wall of the plug rod (24), and one end of the diagonal tie rod (4) is connected to the hanging ear (26).

2. The basket-type cantilever scaffolding structure according to claim 1, characterized in that, The positioning slider (21) is in the shape of a "work" character, and a through groove in the shape of a "work" character is provided inside the positioning slider (21), and this through groove corresponds to the cross section of the steel beam (1), and the positioning slider (21) slides on the side wall of the steel beam (1) through this through groove.

3. The basket-type cantilever scaffolding structure according to claim 1, characterized in that, The inner diameter of the sleeve (22) is larger than the diameter of the vertical pole of the scaffold (3), the diameter of the plug rod (24) is smaller than the inner diameter of the vertical pole of the scaffold (3), and the diameter of the rubber cushion layer (25) is larger than the inner diameter of the vertical pole of the scaffold (3).

4. The basket-type cantilever scaffolding structure according to claim 1, characterized in that, One end of the steel beam (1) is fixed to the wall by bolts, the other end of the diagonal tie rod (4) is also fixed to the wall by bolts, and the other end of the steel beam (1) is obliquely supported on the wall by the diagonal tie rod (4).

5. The basket-type cantilever scaffolding structure according to claim 1, characterized in that, The limiting block (27) penetrates through the chute (28), and both ends of the telescopic rod (23) are respectively threadedly connected to the middle part, and both ends of the telescopic rod (23) slide on the side wall of the limiting block (27) through the chute (28).

6. The basket-type cantilever scaffolding structure according to claim 1, characterized in that, Both ends of the telescopic rod (23) penetrate through the side wall of the positioning slider (21) and abut against the side wall of the steel beam (1), and the position of the positioning slider (21) is positioned by the telescopic rod (23) abutting against the side wall of the steel beam (1).

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