CN217500291U - Wood square inclined strut reinforcing structure of foundation bearing platform - Google Patents
Wood square inclined strut reinforcing structure of foundation bearing platform Download PDFInfo
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- CN217500291U CN217500291U CN202220957396.9U CN202220957396U CN217500291U CN 217500291 U CN217500291 U CN 217500291U CN 202220957396 U CN202220957396 U CN 202220957396U CN 217500291 U CN217500291 U CN 217500291U
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Abstract
The application discloses basic cushion cap flitch bracing reinforced structure belongs to building engineering technical field, including cushion cap flitch body, one side fixedly connected with fixed plate of cushion cap flitch body, the inside of fixed plate is provided with the stopper, one side fixedly connected with threaded rod of stopper, it has the support down tube to peg graft on the threaded rod, it keeps away from to support the down tube one side of fixed plate is provided with the threaded nut with threaded rod threaded connection, just it keeps away from to support the down tube one side of threaded nut is provided with the fixed plate, will support the down tube and peg graft on the threaded rod, rotates threaded nut to one side of supporting the down tube.
Description
Technical Field
The application belongs to the technical field of building engineering, especially, relate to basic cushion cap flitch bracing reinforced structure.
Background
The foundation bearing platform is used as a supporting structure of the bottommost layer of the building, and the engineering quantity of the foundation bearing platform accounts for the increased proportion of the total engineering quantity, so that the construction quality of the foundation directly influences the overall quality of the building.
In the process of implementing the application, the inventor finds that at least the following problems exist in the technology: the existing template of the independent foundation bearing platform of the building engineering mainly adopts a template and a large number of battens when being erected and reinforced, so that the construction process is complicated, the reinforcing effect is poor, and the concrete pouring failure of the bearing platform caused by the expansion of the template is easily caused.
Therefore, the wooden square inclined strut reinforcing structure of the foundation bearing platform is provided to solve the problems.
SUMMERY OF THE UTILITY MODEL
The purpose of this application is in order to solve present independent basic cushion cap template of building engineering among the prior art and mainly adopt template and a large amount of flitch when establishing and consolidating, not only construction process is loaded down with trivial details, and it is not good to reinforce the effect, causes the problem that the mould that rises leads to the cushion cap concrete to pour the failure very easily, and the basic cushion cap flitch bracing reinforced structure who provides.
In order to achieve the purpose, the following technical scheme is adopted in the application:
basic cushion cap flitch bracing reinforced structure, including the cushion cap flitch body, one side fixedly connected with fixed plate of cushion cap flitch body, the inside of fixed plate is provided with the stopper, one side fixedly connected with threaded rod of stopper, it has the support down tube to peg graft on the threaded rod, it keeps away from to support the down tube one side of fixed plate is provided with the threaded nut with threaded rod threaded connection, just it keeps away from to support the down tube one side of threaded nut is provided with the fixed plate.
Through above-mentioned technical scheme, will support the down tube and peg graft on the threaded rod, rotate threaded nut to one side of supporting the down tube, make threaded nut paste and tightly support the down tube, reach and will support the fixed effect of down tube, make things convenient for installation and dismantlement when workman's construction, improved work efficiency.
Preferably, the lower end of the supporting diagonal rod is provided with a reinforcing rib.
Through above-mentioned technical scheme, the strengthening rib can be pegged graft to soft ground, strengthens the fixed effect that supports the down tube.
Preferably, the lower end of the supporting diagonal rod is provided with a thread groove, the upper end of the reinforcing rib is provided with a thread protrusion, and the thread protrusion is matched with the thread groove in shape.
Through above-mentioned technical scheme, can rotate the strengthening rib on hard ground, the screw thread arch that the strengthening rib upper end set up is at the thread groove internal rotation, lift off the strengthening rib from the lower extreme that supports the down tube, when meetting soft bottom surface, rotates the strengthening rib to the opposite side, and the screw thread arch that the strengthening rib upper end set up is at the thread groove internal rotation, installs the strengthening rib at the lower extreme that supports the down tube.
Preferably, a slot is formed in one end of the bearing platform batten body, a plug board is installed at the other end of the bearing platform batten body, and the slot is matched with the bearing platform batten body in shape.
Through above-mentioned technical scheme, install the plugboard in the slot, conveniently install two cushion cap flitch bodies.
Preferably, both ends of the bearing platform batten body are provided with anti-slip pads.
Through above-mentioned technical scheme, the slipmat has improved the sealed effect between plugboard and the slot.
Preferably, a sliding groove is formed in the bearing platform batten body, a sliding rod is mounted on the bearing platform batten body, a clamping block is fixedly connected to one side of the sliding rod, the sliding rod is connected with the sliding groove in a sliding mode, a spring pad is fixedly connected to one side of the sliding rod, one end of the spring pad is connected with the sliding rod, the other end of the spring pad is connected with the inner wall of the sliding groove, clamping grooves are formed in the two sides of the insertion plate, and the clamping block is matched with the clamping grooves in shape.
Through above-mentioned technical scheme, to the outside pulling slide bar, the slide bar drives the spring pad compression, and the spring pad drives the fixture block and slides to cushion cap flitch body inboard, installs the plugboard in the slot, loosens the slide bar, and the spring pad resets, drives the fixture block joint in the draw-in groove, and is fixed with the plugboard, prevents that plugboard and slot from taking place to become flexible.
Preferably, one side of the sliding rod, which is far away from the bearing platform batten body, is fixedly connected with a handheld disc.
Through the technical scheme, the disc is held by hands, so that a worker can conveniently pull the sliding rod, and the sliding of the sliding rod is avoided as much as possible.
Preferably, the reinforcing rib is externally coated with a waterproof paint layer.
Through the technical scheme, the waterproof paint layer can avoid surface rusting caused by the reaction of the reinforcing ribs and water as much as possible.
To sum up, the technical effect and the advantage of this application: the supporting inclined rod is inserted into the threaded rod, the threaded nut is rotated to one side of the supporting inclined rod, the threaded nut is made to be tightly attached to the supporting inclined rod, the effect of fixing the supporting inclined rod is achieved, the installation and the disassembly during the construction of workers are facilitated, the working efficiency is improved, the sliding rod is pulled outwards, the sliding rod drives the spring pad to be compressed, the spring pad drives the clamping block to slide towards the inner side of the bearing platform batten body, the inserting plate is installed in the slot, the sliding rod is loosened, the spring pad is reset, the clamping block is driven to be clamped in the slot, the inserting plate is fixed, the inserting plate and the slot are prevented from loosening, the problem that the existing building engineering independent foundation bearing platform template mainly adopts templates and a large number of battens during the supporting and the reinforcing in the prior art is solved, the construction process is complex, the reinforcing effect is poor, and the problem that the bearing platform concrete pouring failure is caused by the expanding template easily.
Drawings
FIG. 1 is a schematic external view of the present application;
FIG. 2 is a cross-sectional view of a fixation plate of the present application;
FIG. 3 is a cross-sectional view of a support diagonal of the present application;
FIG. 4 is a front view of a reinforcing bar of the present application;
FIG. 5 is a side cross-sectional view of a bearing platform cube body in accordance with the present application;
fig. 6 is a front cross-sectional view of the bearing platform batten body of the present application.
In the figure: 1. a bearing platform batten body; 2. a fixing plate; 3. a supporting diagonal rod; 4. a threaded rod; 5. a threaded nut; 6. a non-slip mat; 7. a slot; 8. a slide bar; 9. a plugboard; 10. a card slot; 11. a spring pad; 12. a clamping block; 13. a chute; 14. a thread groove; 15. reinforcing ribs; 16. a threaded boss; 17. a limiting block; 18. the disc is held by hand.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments.
Referring to fig. 1 and 2, basic cushion cap flitch bracing reinforced structure, including cushion cap flitch body 1, one side fixedly connected with fixed plate 2 of cushion cap flitch body 1, the inside of fixed plate 2 is provided with stopper 17, stopper 17 fixed mounting is in the inside of fixed plate 2.
One side fixedly connected with threaded rod 4 of stopper 17, the last grafting of threaded rod 4 has support down tube 3, and threaded rod 4 runs through support down tube 3.
One side of the supporting diagonal rod 3, which is far away from the fixing plate 2, is provided with a threaded nut 5 in threaded connection with the threaded rod 4, and the fixing plate 2 is arranged on one side of the supporting diagonal rod 3, which is far away from the threaded nut 5. Specifically, to support down tube 3 and peg graft on threaded rod 4, to supporting one side rotation screw nut 5 of down tube 3, make screw nut 5 paste and tightly support down tube 3, reach and will support the effect that down tube 3 is fixed, make things convenient for installation and dismantlement when the workman is under construction, improved work efficiency.
Both ends of the bearing platform batten body 1 are provided with anti-slip pads 6, and the anti-slip pads 6 improve the stability of the plug board 9 and the slots 7.
Referring to fig. 3 and 4, a reinforcing rib 15 is installed at the lower end of the support diagonal member 3. The reinforcing ribs 15 can be inserted into the soft ground to enhance the fixing effect of the supporting diagonal rods 3. The outside of the reinforcing rib 15 is painted with a waterproof paint layer, and the waterproof paint layer can prevent the reinforcing rib 15 from reacting with water to cause surface rust as much as possible.
The lower end of the support diagonal rod 3 is provided with a thread groove 14, the upper end of the reinforcing rib 15 is provided with a thread bulge 16, and the shape of the thread bulge 16 is matched with that of the thread groove 14. The reinforcing rib 15 can be rotated on the hard ground, the thread protrusion 16 arranged at the upper end of the reinforcing rib 15 rotates in the thread groove 14, the reinforcing rib 15 is detached from the lower end of the support diagonal rod 3, when the soft bottom surface is met, the reinforcing rib 15 rotates towards the other side, the thread protrusion 16 arranged at the upper end of the reinforcing rib 15 rotates in the thread groove 14, and the reinforcing rib 15 is installed at the lower end of the support diagonal rod 3.
Referring to fig. 1, 5 and 6, a sliding groove 13 is formed in the bearing platform batten body 1, a sliding rod 8 is installed on the bearing platform batten body 1, a clamping block 12 is fixedly connected to one side of the sliding rod 8, the sliding rod 8 is in sliding connection with the sliding groove 13, a spring pad 11 is fixedly connected to one side of the sliding rod 8, one end of the spring pad 11 is connected with the sliding rod 8, the other end of the spring pad is connected with the inner wall of the sliding groove 13, clamping grooves 10 are formed in two sides of the plugboard 9, and the clamping blocks 12 are matched with the clamping grooves 10 in shape. The bearing platform batten body 1 is of a hollow shell structure.
Specifically, the sliding rod 8 is pulled outwards, the sliding rod 8 drives the spring pad 11 to compress, the spring pad 11 drives the clamping block 12 to slide towards the inner side of the bearing platform batten body 1, the inserting plate 9 is installed in the slot 7, the sliding rod 8 is loosened, the spring pad 11 resets, the clamping block 12 is driven to be clamped in the clamping groove 10, the inserting plate 9 is fixed, and the inserting plate 9 and the slot 7 are prevented from being loosened.
And a handheld disc 18 is fixedly connected to one side of the sliding rod 8, which is far away from the bearing platform batten body 1. The handheld disc 18 facilitates a worker to pull the slide rod 8, and slipping during the process of pulling the slide rod 8 is avoided as much as possible.
The working principle is as follows: when the soil in construction site is soft, support down tube 3 and peg graft on threaded rod 4, to supporting one side of down tube 3 and rotating threaded nut 5, make threaded nut 5 paste and tightly support down tube 3, reach the effect that will support the down tube 3 and fix, to one side rotation strengthening rib 15, the screw thread arch 16 that strengthening rib 15 upper end set up rotates in threaded groove 14, install strengthening rib 15 at the lower extreme that supports down tube 3, peg graft strengthening rib 15 subaerial, install plugboard 9 in slot 7, outside pulling slide bar 8, slide bar 8 drives spring pad 11 compression, spring pad 11 drives fixture block 12 and slides to the inboard of cushion cap wood side body 1, install plugboard 9 in slot 7, loosen slide bar 8, spring pad 11 resets, drive fixture block 12 joint in draw-in groove 10, fix plugboard 9, prevent that plugboard 9 and slot 7 from taking place to become flexible.
The above description is only for the preferred embodiments of the present application, but the scope of the present application is not limited thereto, and any person skilled in the art should be considered as the technical solutions and the inventive concepts of the present application in the scope of the present application.
Claims (8)
1. Basic cushion cap flitch bracing reinforced structure, including cushion cap flitch body (1), its characterized in that, one side fixedly connected with fixed plate (2) of cushion cap flitch body (1), the inside of fixed plate (2) is provided with stopper (17), one side fixedly connected with threaded rod (4) of stopper (17), it has support down tube (3) to peg graft on threaded rod (4), it keeps away from to support down tube (3) one side of fixed plate (2) is provided with threaded nut (5) with threaded rod (4) threaded connection, just it keeps away from to support down tube (3) one side of threaded nut (5) is provided with fixed plate (2).
2. The foundation cap flitch brace reinforcing structure according to claim 1, wherein a reinforcing rib (15) is installed at the lower end of the support diagonal rod (3).
3. The foundation cap batten brace reinforcement structure according to claim 2, wherein a thread groove (14) is formed in the lower end of the support diagonal rod (3), a thread protrusion (16) is arranged at the upper end of the reinforcing rib (15), and the thread protrusion (16) is matched with the thread groove (14) in shape.
4. The foundation bearing platform batten brace reinforcing structure according to claim 1, wherein a slot (7) is formed in one end of the bearing platform batten body (1), a plug board (9) is installed at the other end of the bearing platform batten body (1), and the slot (7) is matched with the bearing platform batten body (1) in shape.
5. The foundation cap batten brace reinforcement structure according to claim 1, wherein both ends of the cap batten body (1) are provided with anti-slip pads (6).
6. The foundation bearing platform batten brace reinforcing structure according to claim 4, wherein a sliding groove (13) is formed in the bearing platform batten body (1), a sliding rod (8) is installed on the bearing platform batten body (1), a clamping block (12) is fixedly connected to one side of the sliding rod (8), the sliding rod (8) is slidably connected with the sliding groove (13), a spring pad (11) is fixedly connected to one side of the sliding rod (8), one end of the spring pad (11) is connected with the sliding rod (8), the other end of the spring pad is connected with the inner wall of the sliding groove (13), clamping grooves (10) are formed in two sides of the insertion plate (9), and the clamping block (12) is matched with the clamping grooves (10) in shape.
7. The foundation cap batten brace reinforcement structure according to claim 6, wherein a handheld disc (18) is fixedly connected to one side of the sliding rod (8) far away from the cap batten body (1).
8. The foundation cap batten brace reinforcement structure of claim 2, wherein the exterior of the reinforcing ribs (15) is painted with a waterproof paint layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220957396.9U CN217500291U (en) | 2022-04-22 | 2022-04-22 | Wood square inclined strut reinforcing structure of foundation bearing platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220957396.9U CN217500291U (en) | 2022-04-22 | 2022-04-22 | Wood square inclined strut reinforcing structure of foundation bearing platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217500291U true CN217500291U (en) | 2022-09-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220957396.9U Active CN217500291U (en) | 2022-04-22 | 2022-04-22 | Wood square inclined strut reinforcing structure of foundation bearing platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217500291U (en) |
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2022
- 2022-04-22 CN CN202220957396.9U patent/CN217500291U/en active Active
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