CN215443028U - Floor type scaffold frame conversion structure capable of converting into overhanging type scaffold frame - Google Patents
Floor type scaffold frame conversion structure capable of converting into overhanging type scaffold frame Download PDFInfo
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- CN215443028U CN215443028U CN202122053291.9U CN202122053291U CN215443028U CN 215443028 U CN215443028 U CN 215443028U CN 202122053291 U CN202122053291 U CN 202122053291U CN 215443028 U CN215443028 U CN 215443028U
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Abstract
The utility model discloses a conversion structure of a floor type scaffold to an overhanging type scaffold, which comprises a wall body, wherein a plurality of vertical rods are uniformly arranged on one side of the wall body, the upper parts of the vertical rods are sleeved with scaffold boards, two ends of each scaffold board are fixedly connected with a protection plate, two ends of the other side of the wall body are fixedly connected with a floor, the upper side surface of the floor is fixedly connected with a reinforcing structure, a sleeve component is installed on the conversion structure of the floor type scaffold to the overhanging type scaffold, then a supporting block is moved to a proper position and is reinforced through a fixing component, so that the fixing of the reinforcing structure and the floor is enhanced, and by arranging a steel rope, a first reinforcing block and a first reinforcing block, when the floor type scaffold is disassembled, the upper scaffold boards can slide to a proper position on the upper part through the steel rope, so that the assembly and disassembly efficiency is improved.
Description
Technical Field
The utility model belongs to the technical field of scaffold equipment, and particularly relates to a conversion structure of a floor type scaffold to an overhanging type scaffold.
Background
The scaffold is a working platform which is erected for ensuring that each construction process is smoothly carried out. The scaffold is divided into an outer scaffold and an inner scaffold according to the erected positions; the scaffold can be divided into a wood scaffold, a bamboo scaffold and a steel pipe scaffold according to different materials; the scaffold is divided into a vertical rod type scaffold, a bridge type scaffold, a door type scaffold, a suspension type scaffold, a hanging type scaffold, a lifting type scaffold and a climbing type scaffold according to the structural form.
However, the existing floor type scaffold-to-cantilever scaffold needs a large amount of time and engineering amount to be dismantled, then the cantilever type scaffold is installed outside a wall body, a large amount of labor is consumed, and for the purpose, the conversion structure of the floor type scaffold-to-cantilever scaffold is provided to solve the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problem that in the prior art, a floor scaffold needs a large amount of time and engineering work to be dismantled from a rotary cantilever scaffold, and then the cantilever scaffold is installed outside a wall body, so that a large amount of labor is consumed, and the conversion structure of the floor scaffold to the cantilever scaffold is provided.
In order to achieve the purpose, the utility model adopts the following technical scheme:
a conversion structure of a floor type scaffold to a cantilever type scaffold comprises a wall body, wherein a plurality of vertical rods are uniformly arranged on one side of the wall body, the upper parts of the vertical rods are sleeved with scaffold boards, two ends of each scaffold board are fixedly connected with a protection plate, two ends of the other side of the wall body are fixedly connected with a floor, and the upper side surface of each floor is fixedly connected with a reinforcing structure;
the reinforced structure comprises a sleeve component, a supporting block is sleeved inside the sleeve component, one end of the supporting block is fixed with the through frame fastener of the vertical rod, a reinforcing plate is fixedly connected with one side of the sleeve component and the floor through bolts, a lead screw is connected to the middle of the sleeve component in a threaded mode, and a fixing component is arranged at one end, far away from the supporting block, of the sleeve component.
Furthermore, the upper portion rigid coupling of wall body has first reinforcement piece, and the inside steel cable that has cup jointed of first reinforcement piece, the upside middle part rigid coupling of one end of steel cable and guard plate has the second reinforcement piece, the other end rigid coupling of steel cable has the steel ball.
Furthermore, a plurality of positioning holes are formed in the middle of the supporting block, and threaded holes matched with the screw rods are formed in the positioning holes.
Furthermore, the other end of the supporting block is fixedly connected with an antiskid plate.
Furthermore, a base plate is arranged between the lower portion of the fixing component and the floor slab, and a plurality of bolts are arranged inside the base plate and fixed with the floor slab.
Furthermore, a hydraulic machine is arranged inside the fixing assembly, one end of the hydraulic machine is fixedly connected with a push plate through a lifting rod, anti-skid materials are arranged on the surface of the push plate, and the push plate is located on the lower portion of the supporting block.
Furthermore, a plurality of lugs are fixedly connected to the inner wall of the sleeve component, and the bottom of the supporting block and the lugs are provided with adaptive groove openings.
Compared with the prior art, the utility model has the beneficial effects that:
by arranging the fixing component, the floor slab and the bolts, the base plate is fixed with the floor slab through the bolts, so that the integral stability of the fixing component is improved, and the later-stage disassembly and installation are facilitated;
2. through setting up steel cable, first reinforcement piece and first reinforcement piece, when the scaffold frame of console mode is dismantled, the scaffold board of higher authority can slide to the suitable position in upper portion through the steel cable, has improved installation and dismantlement efficiency like this.
Drawings
Fig. 1 is an axial structure schematic diagram of a conversion structure of a floor scaffold to an overhanging scaffold according to the present invention;
fig. 2 is a structural schematic diagram of a conversion structure of a floor scaffold to an overhanging scaffold according to the present invention as seen from the right;
fig. 3 is a schematic structural view of a reinforcement structure of a conversion structure of a floor scaffold to an overhanging scaffold according to the present invention;
fig. 4 is a schematic structural view of a fixing assembly of a conversion structure of a floor scaffold to an overhanging scaffold according to the present invention.
Fig. 5 is a structural schematic diagram of a sleeve assembly of a conversion structure of a floor scaffold to an overhanging scaffold according to the present invention.
In the figure: 1. a wall body; 2. a scaffold board; 3. erecting a rod; 4. a support block; 5. reinforcing the structure; 6. a protection plate; 7. a first reinforcing block; 8. a steel cord; 9. a second reinforcing block; 10. positioning holes; 11. a reinforcing plate; 12. a sleeve assembly; 13. a screw rod; 14. a base plate; 15. a fixing assembly; 16. a hydraulic press; 17. a push plate; 18. and (4) a bump.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Referring to fig. 1-3, a floor type scaffold changes conversion structure of overhanging type scaffold, includes wall body 1, and one side align to grid of wall body 1 is provided with a plurality of pole setting 3, and the upper portion of pole setting 3 has cup jointed scaffold board 2, and the equal rigid coupling in both ends of scaffold board 2 has guard plate 6, and the equal rigid coupling in opposite side both ends of wall body 1 has the floor, and the upside surface rigid coupling of floor has reinforced structure 5.
Reinforcing structure 5 includes sleeve component 12, supporting shoe 4 has been cup jointed to sleeve component 12's inside, and the one end of supporting shoe 4 is fixed with the frame button that passes through of pole setting 3, one side of sleeve component 12 has gusset plate 11 with the floor through the bolt rigid coupling, it is fixed through between gusset plate 11 and the floor, strengthen sleeve component 12's stability, it is convenient also to dismantle simultaneously, and sleeve component 12's middle part threaded connection has lead screw 13, sleeve component 12 is provided with fixed subassembly 15 for the one end that supporting shoe 4 kept away from, install sleeve component 12, then remove supporting shoe 4 to suitable position, consolidate through fixed subassembly 15, the fixing of reinforcing structure 5 and floor has been strengthened like this.
As shown in fig. 1-2, a first reinforcing block 7 is fixedly connected to the upper portion of the wall 1, a steel rope 8 is inserted into the first reinforcing block 7, a second reinforcing block 9 is fixedly connected to one end of the steel rope 8 and the middle portion of the upper side of the protection plate 6, a steel ball is fixedly connected to the other end of the steel rope 8, and when the floor scaffold is disassembled, the upper scaffold board 2 can slide to a proper position on the upper portion through the steel rope 8, so that the assembly and disassembly efficiency is improved.
As shown in fig. 3, a plurality of positioning holes 10 are formed in the middle of the supporting block 4, and threaded holes matched with the screw rods 13 are formed in the positioning holes 10, so that the screw rods 13 are in threaded connection with the inside of the supporting block 4, which is beneficial to moving the supporting block 4 in the sleeve component 12.
As shown in fig. 2-3, the other end of the supporting block 4 is fixedly connected with a non-slip plate, so as to avoid the supporting block 4 from escaping from the sleeve component 12 and the fixing component 15 due to excessive gravity and causing engineering safety accidents, and the non-slip plate is arranged to facilitate the improvement of safety protection measures.
As shown in fig. 2-3, a backing plate 14 is arranged between the lower part of the fixing component 15 and the floor slab, a plurality of bolts are arranged in the backing plate 14 and fixed with the floor slab, when the internal hydraulic machine 16 of the fixing component 15 pushes the supporting block 4, the backing plate 14 is fixed with the floor slab through the bolts, the improvement of the overall stability of the fixing component 15 is facilitated, and the later-stage disassembly and installation are facilitated.
As shown in fig. 4, a hydraulic machine 16 is disposed inside the fixing assembly 15, one end of the hydraulic machine 16 is fixedly connected with a push plate 17 through a lifting rod, an anti-skid material is disposed on the surface of the push plate 17, the push plate 17 is located at the lower portion of the supporting block 4, and the anti-skid material is disposed to enhance the friction force between the push plate 17 and the supporting block 4.
As shown in fig. 5, a plurality of protrusions 18 are fixedly connected to the inner wall of the sleeve component 12, and the bottom of the supporting block 4 is provided with a notch adapted to the plurality of protrusions 18, so that the supporting block 4 can slide stably on the sleeve component 12 through the notch at the lower part of the supporting block 4 and the protrusion 18 on the inner wall of the sleeve component 12.
The utility model provides a floor type scaffold frame changes implementation principle of transform structure of overhanging type scaffold frame: when the floor type scaffold is changed into the overhanging type scaffold, the scaffold buckles on the upper part are unfastened, then the scaffold is separated from the positioning holes 10 in the supporting blocks 4 through the screw rods 13, the positioning holes 10 are favorable for adjusting the distance according to the condition of floors, then the supporting blocks 4 are separated from the supporting blocks 4 through the push plates 17 through the hydraulic machines 16, the anti-skid plates are pulled to enable the supporting blocks 4 to move to the floor, then the steel ropes 8 are pulled through the steel balls, the scaffold plates 2 are pulled under the matching of the first reinforcing blocks 7 and the second reinforcing blocks 9, the scaffold plates 2 are pulled to the upper part of the upper reinforcing structure 5 through the vertical rods 3, thus the scaffold plates 2 can be carried to the upper layer, the labor intensity is reduced, the operation is safe and convenient, the supporting blocks 4 are pushed through the anti-skid plates to enable the supporting blocks 4 to move to one side of the vertical rods 3 and then fixed through the scaffold buckles, the screw rods 13 are fixed at the positioning holes 10, the hydraulic machines 16 are started, then the steel balls are slowly released, the scaffold board 2 is placed on the support blocks 4, which reduces the amount of time for disassembly and work.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and equivalent alternatives or modifications according to the technical solution of the present invention and the inventive concept thereof should be covered by the scope of the present invention.
Claims (7)
1. A conversion structure of a floor type scaffold to a cantilever type scaffold comprises a wall body (1), and is characterized in that a plurality of vertical rods (3) are uniformly arranged on one side of the wall body (1), a scaffold board (2) is sleeved on the upper portions of the vertical rods (3), two ends of the scaffold board (2) are fixedly connected with a protection plate (6), two ends of the other side of the wall body (1) are fixedly connected with a floor slab, and a reinforcing structure (5) is fixedly connected to the upper side surface of the floor slab;
the reinforced structure (5) comprises a sleeve component (12), a supporting block (4) is sleeved inside the sleeve component (12), one end of the supporting block (4) is fixed with a buckle passing through the upright rod (3), a reinforcing plate (11) is fixedly connected to one side of the sleeve component (12) and the floor through bolts, a screw rod (13) is connected to the middle of the sleeve component (12) in a threaded mode, and a fixing component (15) is arranged at one end, far away from the supporting block (4), of the sleeve component (12).
2. The conversion structure of a floor scaffold to an overhanging scaffold according to claim 1, wherein the upper portion of the wall (1) is fixedly connected with a first reinforcing block (7), a steel cable (8) is sleeved inside the first reinforcing block (7), one end of the steel cable (8) and the upper middle portion of the protection plate (6) are fixedly connected with a second reinforcing block (9), and the other end of the steel cable (8) is fixedly connected with a steel ball.
3. The conversion structure of a floor scaffold to an overhanging scaffold according to claim 1, wherein the middle of the supporting block (4) is provided with a plurality of positioning holes (10), and the inside of the positioning holes (10) is provided with threaded holes adapted to the screw rods (13).
4. The conversion structure of a floor scaffold to an overhanging scaffold according to claim 1, wherein the other end of the supporting block (4) is fixed with a skid-proof plate.
5. The conversion structure of a floor scaffold to an overhanging scaffold according to claim 1, wherein a backing plate (14) is provided between the lower part of the fixing member (15) and the floor, and a plurality of bolts are fixed to the floor inside the backing plate (14).
6. The conversion structure of a floor scaffold to an overhanging scaffold according to claim 1, wherein a hydraulic press (16) is arranged inside the fixing component (15), one end of the hydraulic press (16) is fixedly connected with a pushing plate (17) through a lifting rod, the surface of the pushing plate (17) is provided with an anti-skid material, and the pushing plate (17) is located at the lower part of the supporting block (4).
7. The conversion structure of a floor scaffold to an overhanging scaffold according to claim 1, wherein the inner wall of the sleeve component (12) is fixed with a plurality of projections (18), and the bottom of the support block (4) and the plurality of projections (18) are provided with adaptive notches.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122053291.9U CN215443028U (en) | 2021-08-28 | 2021-08-28 | Floor type scaffold frame conversion structure capable of converting into overhanging type scaffold frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122053291.9U CN215443028U (en) | 2021-08-28 | 2021-08-28 | Floor type scaffold frame conversion structure capable of converting into overhanging type scaffold frame |
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| Publication Number | Publication Date |
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| CN215443028U true CN215443028U (en) | 2022-01-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202122053291.9U Active CN215443028U (en) | 2021-08-28 | 2021-08-28 | Floor type scaffold frame conversion structure capable of converting into overhanging type scaffold frame |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116104287A (en) * | 2022-11-22 | 2023-05-12 | 北京房地集团有限公司 | Scaffold system without supporting points at bottom of near wall surface of building and erection method |
-
2021
- 2021-08-28 CN CN202122053291.9U patent/CN215443028U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116104287A (en) * | 2022-11-22 | 2023-05-12 | 北京房地集团有限公司 | Scaffold system without supporting points at bottom of near wall surface of building and erection method |
| CN116104287B (en) * | 2022-11-22 | 2023-10-27 | 北京房地集团有限公司 | Scaffold system without supporting points at bottom of near wall surface of building and erection method |
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