Flower basket assembly type overhanging scaffold
Through the design of the flower basket-prefabricated cantilever scaffolding, the problem of the cantilever scaffolding reserved holes on the wall is solved, and the effect of no hole construction, shortening construction period and improving bending resistance is achieved, which significantly reduces costs.
Patent Information
- Application Number
- CN202322922360.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2023-10-31
- Publication Date
- 2024-12-06
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
The existing cantilever scaffolding needs to be reserved for construction on the wall, which will affect subsequent floor construction, prolong the construction period, uneven stress and poor bending performance of traditional steel beams.
The cantilever scaffolding is adopted, and the I-shaped steel cantilever beam, mounting plate, top sleeve and fixing rod are used to fix the cantilever beam by bolts, shorten the length of the cantilever beam, and use simple support beam to be subjected to stress. The cantilever beam is fixed by bolts and Unload to reduce the bending moment of the steel beam support.
There is no need to reserve holes, shorten the construction period, reduce the risk of water seepage at the holes, improve bending performance, save the amount of steel used, and significantly reduce costs.
Smart Images

Figure CN222120884U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of scaffolds, in particular to a flower basket assembled cantilever scaffold. Background Art
[0002] Scaffolding refers to various supports set up at the construction site for workers to operate and solve vertical and horizontal transportation. It is a common term in the construction industry, referring to the use of scaffolding on the construction site for exterior walls, interior decoration or places with high floor heights that cannot be directly constructed. It is mainly for construction workers to work up and down or for the outer safety net enclosure and high-altitude installation of components. To put it bluntly, it is a frame. Scaffolding is usually made of bamboo, wood, steel pipes or synthetic materials. Some projects also use scaffolding as a template. In addition, it is also widely used in the advertising industry, municipal administration, transportation roads and bridges, mining and other departments.
[0003] For example, the existing patent, publication number CN207582926U, its technical solution is to pre-embed the first connecting sleeve and the second connecting sleeve in the wall structure layer, connect one end of the cantilever supporting steel beam in the wall structure layer to fix it in the wall structure layer, and connect one end of the steel wire rope to the other end of the cantilever supporting steel beam, and then pass the other end of the steel wire rope through the first connecting sleeve and the second connecting sleeve respectively and then tie them to achieve the fixation of the cantilever scaffolding, wherein the steel wire rope has a pulling force on the cantilever supporting steel beam, which can prevent the cantilever supporting steel beam and the standard layer external frame located above the cantilever supporting steel beam from falling, so that the construction workers stepping on the cantilever supporting steel beam and the construction workers located in the standard layer external frame can obtain support force and can carry out construction on the cantilever scaffolding.
[0004] This type of cantilever scaffolding generally requires reserved openings on the wall. The previous construction must be sealed again, affecting the subsequent floor construction. The steel beams need to be removed before floor construction can be carried out, which makes the openings easy to seep water and increases the construction period. At the same time, traditional steel beams are unevenly stressed and have poor bending resistance. Utility Model Content
[0005] The purpose of the utility model is to provide a flower basket assembled cantilever scaffolding to solve the problem that the scaffolding proposed in the above-mentioned background technology generally needs to be pre-sealed on the wall surface, and the previous construction must be sealed again, which affects the subsequent floor construction of the operation floor. The steel beams need to be removed before the floor construction can be carried out, which makes the holes easy to seep water and increases the construction period. At the same time, the traditional steel beams are unevenly stressed and have poor bending resistance.
[0006] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a basket-assembled cantilever scaffolding, comprising an I-beam cantilever beam, a mounting plate, a top sleeve and a fixing rod, a mounting plate being welded to one side of the outside of the I-beam cantilever beam, four groups of first fixing screw holes being arranged at four corners of the mounting plate, two groups being symmetrically arranged on the I-beam cantilever beam and the mounting plate, a first pull rod being movably arranged on one side of the top of the I-beam cantilever beam through an axis, an external thread being arranged at one end of the outside of the first pull rod, a basket bolt body being movably arranged at one end of the first pull rod, internal threads being arranged at both ends of the inside of the basket bolt body, the internal threads at one end of the basket bolt body being meshed with the external threads of the first pull rod, a second pull rod being movably arranged inside the basket bolt body, an external thread being arranged at one end of the second pull rod, the internal threads at the other end of the first pull rod being meshed with the external threads of the second pull rod, one end of the second pull rod being connected to a connecting plate through an axis, second fixing screw holes being arranged at four corners of the connecting plate, and the threads at both ends of the basket bolt body being in opposite directions.
[0007] Preferably, bottom sleeves are provided on both sides of the bottom of the I-beam cantilever beam, and screw holes are provided in the bottom sleeves.
[0008] Preferably, top sleeves are welded at both ends of one side of the top of the I-beam cantilever beam, and a fixing rod is inserted into the top sleeve.
[0009] Preferably, a connecting bolt is screwed onto one side of the outside of the top sleeve, and the connecting bolt fixes the fixing rod and the top sleeve to each other.
[0010] Preferably, first clamps are fastened on the left and right groups of fixing rods, and a cross bar is clamped between the first clamps.
[0011] Preferably, a fourth clamp is fastened between the front and rear groups of the fixing rods, a fifth clamp is welded to one side of the fourth clamp, and a protective rod is fastened between the front and rear fifth clamps.
[0012] Preferably, the fourth clamp, the fifth clamp and the protective rod are arranged in several groups on the fixed rod, and the fourth clamp, the fifth clamp and the protective rod are evenly arranged on the fixed rod.
[0013] Preferably, a second clamp is fastened between the cross bars, and a third clamp is welded on the top of the second clamp.
[0014] Preferably, bottom rods are clamped between the third clamps, and four groups of bottom rods are provided.
[0015] Preferably, four groups of the second clamps and the third clamps are arranged on the cross bar, and the second clamps and the third clamps are evenly arranged on the cross bar.
[0016] Compared with the prior art, the utility model has the following beneficial effects: the flower basket assembled cantilever scaffolding has a reasonable structure and has the following advantages:
[0017] (1) This device changes the traditional construction method of anchoring steel beams on the floor, and uses steel cantilever beams fixed to the building by bolts. The length of the cantilever steel beam is shortened by more than half of the traditional cantilever steel beam, reducing costs. In addition, the cantilever beam does not need to be extended into the building, and there is no need to reserve a hole in the wall. There is no need to seal the wall later, and it does not affect the subsequent floor construction of the floor surface. There is no need to wait until the cantilever beam is removed before carrying out the floor construction. This reduces the quality problem of water seepage at the hole and shortens the construction period.
[0018] (2) The stress of the traditional I-beam cantilever beam is changed to that of a simply supported beam. The cross-sectional characteristics of the I-beam are symmetrical and the stress is clear. The tail end of the steel beam is fixed with bolts, and the upper part of the cantilever end of the steel beam is tightened with a basket bolt to bear the stress. This is the best state of axial stress and has good bending resistance.
[0019] (3) The traditional construction method of unloading the wire rope is changed. The force is applied by tightening the basket bolts, which can fix, unload and reduce the bending moment of the steel beam support. The basket bolts and the first and second pull rods can be recycled and reused. Compared with the conventional wire rope, it is safer and can save times the amount of steel compared with the traditional cantilever frame. The economic benefits are significant and reasonable, reducing costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 This is a schematic diagram of the front three-dimensional structure of the utility model;
[0021] Figure 2 This is a bottom-up three-dimensional structural schematic diagram of the utility model;
[0022] Figure 3 It is a side view stereoscopic structural schematic diagram of the utility model;
[0023] Figure 4 It is a top view of the three-dimensional structure of the utility model;
[0024] Figure 5 It is a schematic diagram of the back structure of the utility model.
[0025] In the figure: 1. I-beam cantilever beam; 2. mounting plate; 3. first fixing screw hole; 4. top sleeve; 5. fixing rod; 6. connecting bolt; 7. first clamp; 8. cross bar; 9. second clamp; 10. third clamp; 11. bottom rod; 12. fourth clamp; 13. fifth clamp; 14. protective rod; 15. first pull rod; 16. basket bolt body; 17. second pull rod; 18. connecting plate; 19. second fixing screw hole; 20. bottom sleeve. DETAILED DESCRIPTION
[0026] The technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the utility model. All other embodiments obtained by ordinary technicians in the field without creative work based on the embodiments of the utility model shall fall within the scope of protection of the utility model.
[0027] See also Figure 1-5 The utility model provides an embodiment: a basket-assembled cantilever scaffolding, comprising an I-beam cantilever beam 1, a mounting plate 2, a top sleeve 4 and a fixing rod 5. A mounting plate 2 is welded on one side of the outer side of the I-beam cantilever beam 1. Four groups of first fixing screw holes 3 are arranged at the four corners of the mounting plate 2. The I-beam cantilever beam 1 and the mounting plate 2 are symmetrically arranged with two groups. A first pull rod 15 is movably arranged on one side of the top of the I-beam cantilever beam 1 through an axis. An external thread is arranged at one end of the outer side of the first pull rod 15. A basket bolt body 16 is movably arranged at one end of the first pull rod 15. The length of the cantilever steel beam is shortened by more than half compared with the traditional cantilever steel beam, which reduces the cost. The cantilever beam does not need to be extended into the building, and there is no need to reserve an opening in the wall. There is no need to seal the wall later. It does not affect the floor construction of the subsequent operation floor, and there is no need to wait for the cantilever beam to be dismantled before the floor construction, which reduces the quality problem of water seepage at the opening and shortens the construction period.
[0028] Internal threads are provided at both ends of the basket bolt body 16, and the internal threads at one end of the basket bolt body 16 are meshed with the external threads of the first pull rod 15. A second pull rod 17 is movably provided inside the basket bolt body 16, and one end of the second pull rod 17 is provided with external threads, and the internal threads at the other end of the first pull rod 15 are meshed with the external threads of the second pull rod 17. One end of the second pull rod 17 is connected to a connecting plate 18 through an axis, and second fixing screw holes 19 are provided at the four corners of the connecting plate 18. The threads at both ends of the basket bolt body 16 are in opposite directions.
[0029] The utility model changes the traditional construction method of unloading the wire rope. The force is applied by tightening the basket bolt, which can fix, unload and reduce the bending moment of the steel beam support. The basket bolt, the first pull rod 15 and the second pull rod 17 can be recycled for secondary use. It is safer than the conventional wire rope. Compared with the traditional cantilever frame, it can save 1.25 times the amount of steel sections. The economic benefits are significant and economical, and the cost is reduced.
[0030] Bottom sleeves 20 are provided on both sides of the bottom of the I-beam cantilever beam 1, and screw holes are opened in the bottom sleeves 20. Top sleeves 4 are welded on both ends of one side of the top of the I-beam cantilever beam 1, and a fixing rod 5 is inserted into the top sleeve 4. In this technical solution, the fixing rod 5 cooperates with the bottom sleeve 20 so that each device can be spliced with each other. A connecting bolt 6 is screwed on one side of the outside of the top sleeve 4, and the connecting bolt 6 fixes the fixing rod 5 and the top sleeve 4 to each other. The left and right sets of fixing rods 5 are fastened with first clamps 7, and a cross bar 8 is clamped between the first clamps 7.
[0031] A fourth clamp 12 is fastened between the front and rear groups of fixed rods 5, a fifth clamp 13 is welded to one side of the fourth clamp 12, a protective rod 14 is fastened between the front and rear fifth clamps 13, and several groups of the fourth clamp 12, the fifth clamp 13, and the protective rod 14 are arranged on the fixed rod 5, and the fourth clamp 12, the fifth clamp 13 and the protective rod 14 are evenly arranged on the fixed rod 5.
[0032] A second clamp 9 is fastened between the cross bars 8, a third clamp 10 is welded to the top of the second clamp 9, a bottom rod 11 is clamped between the third clamps 10, four groups of bottom rods 11 are arranged, four groups of second clamps 9 and third clamps 10 are arranged on the cross bar 8, and the second clamps 9 and third clamps 10 are evenly arranged on the cross bar 8.
[0033] It is fixed to the fixing rod 5 through the fourth clamp 12 , and the protection rod 14 is fixed through the fifth clamp 13 , so that the protection rod 14 plays a protective role.
[0034] When the embodiment of the present application is in use, the installation is performed by installing the mounting plate 2 and the connecting plate 18 on the wall, passing the bolts through the first fixing screw hole 3 and the second fixing screw hole 19 and fixing them, and at the same time, the fixing rod 5 is inserted into the top sleeve 4, and fixed by the connecting bolts 6 passing through the top sleeve 4 and the fixing rod 5, and then the first clamp 7 is fixed to the fixing rod 5, fixed to the cross bar 8 through the second clamp 9, fixed to the bottom rod 11 through the third clamp 10, fixed to the fixing rod 5 through the fourth clamp 12, and fixed to the protection rod 14 through the fifth clamp 13. The protection rod 14 plays a protective role, and a template for workers to stand on the bottom rod 11 can be laid. When multiple devices are to be installed, the fixing rod 5 can be inserted into the bottom sleeve 20 of another group and fixed by bolts, thereby increasing the height of the device. This device changes the construction method of anchoring the traditional steel beam on the floor, and uses a steel cantilever beam to be fixed to the building by bolts. It is more than half shorter than the brass-rubbed cantilever steel beam, which reduces the cost. The cantilever beam does not need to extend into the building, and there is no need to reserve a hole in the wall. There is no need to seal the wall later. It does not affect the floor construction of the subsequent operation floor. There is no need to wait for the cantilever beam to be removed before the floor construction. It reduces the quality problem of water seepage at the hole and shortens the construction period. The stress of the traditional I-beam cantilever beam is changed to that of a simply supported beam. The cross-sectional characteristics of the I-beam are symmetrical, and the stress is clear. The tail end of the steel beam is fixed with bolts, and the upper part of the cantilever end of the steel beam is fixed with bolts. The stress is borne by tightening the basket bolts, which is the best state of axial stress and has good bending resistance. This device changes the traditional construction method of unloading the wire rope. The stress is borne by tightening the basket bolts, which can fix, unload and reduce the bending moment of the steel beam support. The basket bolts and the first pull rod 15 and the second pull rod 17 can be recycled for secondary use. Compared with conventional wire ropes, it is safer and compared with traditional cantilever frames, it can save 1.25 times the amount of steel sections. The economic benefits are significant and economical, and the cost is reduced.
Claims
1. A flower basket assembled cantilever scaffolding, characterized by: The invention comprises an I-beam cantilever beam (1), a mounting plate (2), a top sleeve (4) and a fixing rod (5), wherein a mounting plate (2) is welded to one side of the outside of the I-beam cantilever beam (1), four groups of first fixing screw holes (3) are arranged at four corners of the mounting plate (2), two groups of first fixing screw holes (3) are symmetrically arranged between the I-beam cantilever beam (1) and the mounting plate (2), a first pull rod (15) is movably arranged on one side of the top of the I-beam cantilever beam (1) through an axis, an external thread is arranged on one end of the outside of the first pull rod (15), a basket bolt body (16) is movably arranged on one end of the first pull rod (15), and the basket bolt body (16) is movably arranged on one end of the first pull rod (15). 6) Internal threads are arranged at both ends of the interior, the internal threads at one end of the basket bolt body (16) are meshed with the external threads of the first tie rod (15), a second tie rod (17) is movably arranged inside the basket bolt body (16), one end of the second tie rod (17) is arranged with external threads, the internal threads at the other end of the first tie rod (15) are meshed with the external threads of the second tie rod (17), one end of the second tie rod (17) is connected to a connecting plate (18) through an axis, and second fixing screw holes (19) are provided at the four corners of the connecting plate (18), and the threads at both ends of the basket bolt body (16) are in opposite directions.
2. The flower basket assembled cantilever scaffolding according to claim 1 is characterized by: Bottom sleeves (20) are arranged on both sides of the bottom of the I-beam cantilever beam (1), and screw holes are opened in the bottom sleeves (20).
3. The flower basket assembled cantilever scaffolding according to claim 1 is characterized by: Top sleeves (4) are welded at both ends of one side of the top of the I-beam cantilever beam (1), and a fixing rod (5) is inserted into the top sleeve (4).
4. The flower basket assembled cantilever scaffolding according to claim 3 is characterized by: A connecting bolt (6) is screwed onto one side of the outside of the top sleeve (4), and the connecting bolt (6) fixes the fixing rod (5) and the top sleeve (4) to each other.
5. The flower basket assembled cantilever scaffolding according to claim 4 is characterized in that: The first clamps (7) are fastened to the left and right sets of the fixing rods (5), and a cross bar (8) is clamped between the first clamps (7).
6. The flower basket assembled cantilever scaffolding according to claim 5 is characterized by: A fourth clamp (12) is fastened between the front and rear groups of the fixing rods (5), a fifth clamp (13) is welded to one side of the fourth clamp (12), and a protective rod (14) is fastened between the front and rear fifth clamps (13).
7. The flower basket assembled cantilever scaffolding according to claim 6 is characterized by: The fourth clamp (12), the fifth clamp (13), and the protective rod (14) are arranged in a plurality of groups on the fixed rod (5), and the fourth clamp (12), the fifth clamp (13), and the protective rod (14) are evenly arranged on the fixed rod (5).
8. The flower basket assembled cantilever scaffolding according to claim 5, characterized in that: A second clamp (9) is fastened between the cross bars (8), and a third clamp (10) is welded to the top of the second clamp (9).
9. The flower basket assembled cantilever scaffolding according to claim 8, characterized in that: A bottom rod (11) is clamped between the third clamps (10), and four groups of the bottom rods (11) are provided.
10. The flower basket assembled cantilever scaffolding according to claim 8, characterized in that: Four groups of the second clamp (9) and the third clamp (10) are arranged on the cross bar (8), and the second clamp (9) and the third clamp (10) are evenly arranged on the cross bar (8).
