CN221436750U - Corrugated steel pipe roof reinforced concrete load-reducing plate structure - Google Patents
Corrugated steel pipe roof reinforced concrete load-reducing plate structure Download PDFInfo
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- CN221436750U CN221436750U CN202323040062.9U CN202323040062U CN221436750U CN 221436750 U CN221436750 U CN 221436750U CN 202323040062 U CN202323040062 U CN 202323040062U CN 221436750 U CN221436750 U CN 221436750U
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- assembly
- reducing plate
- steel pipe
- plate structure
- corrugated steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 19
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 19
- 239000010959 steel Substances 0.000 title claims abstract description 19
- 238000000034 method Methods 0.000 claims abstract description 6
- 230000001681 protective effect Effects 0.000 claims description 16
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 239000004567 concrete Substances 0.000 abstract description 39
- 230000003014 reinforcing effect Effects 0.000 abstract description 6
- 230000000694 effects Effects 0.000 description 13
- 238000007493 shaping process Methods 0.000 description 7
- 238000005266 casting Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model relates to the technical field of concrete load-reducing plate structures, in particular to a corrugated steel pipe top reinforced concrete load-reducing plate structure; technical problems: in the using process of the traditional concrete load-reducing plate structure, as most of structure fixing devices are simple to set, unstable structure can be caused when concrete is poured, the structure is displaced, the working efficiency is affected, hidden danger exists, and the problem that the whole structure of the load-reducing plate is inconvenient to reinforce is solved; the technical scheme is as follows: the corrugated steel pipe top reinforced concrete load-reducing plate structure comprises a die assembly, a clamping assembly, a fixing assembly and a connecting assembly; compared with the traditional concrete load-reducing plate structure, in the using process, most of structure fixing devices are easy to set, and the structure is unstable when concrete is poured, so that the structure is displaced; the concrete load-reducing plate structure is clamped by the device, and the structure is reinforced by the device, so that the aim of reinforcing the whole structure of the load-reducing plate can be fulfilled.
Description
Technical Field
The utility model relates to the technical field of concrete load-reducing plate structures, in particular to a corrugated steel pipe top reinforced concrete load-reducing plate structure.
Background
The utility model provides a concrete load-reducing plate structure is a structure of pouring the shape of moulding plastics to concrete, relate to concrete load-reducing plate structure technical field, along with the rapid development of building trade, concrete load-reducing plate structure application is extensive in concrete load-reducing plate structure field, at first, the concrete pouring that will stir gets into the mould in, consolidate the mould body again, in the in-process of using ripple steel pipe top reinforced concrete load-reducing plate structure, the structure takes place the skew in order to prevent to pour concrete, need consolidate the structure, because most structure fixing device sets up simply, the unstable condition that probably causes the structure takes place when pouring concrete, the structure takes place the displacement, influence work efficiency, there is the potential safety hazard, thereby inconvenient problem of consolidating load-reducing plate overall structure.
Disclosure of utility model
In order to overcome concrete load shedding plate structure in the in-process of using, because most structure fixing device sets up simply, can cause the unstable condition of structure to take place when pouring concrete, lead to the structure to take place the displacement, influence work efficiency, there is the potential safety hazard to inconvenient problem to consolidate load shedding plate overall structure.
The technical scheme of the utility model is as follows: the reinforced concrete load-reducing plate structure for the corrugated steel pipe roof comprises a pouring assembly, a die assembly, a clamping assembly, a fixing assembly, a connecting assembly, an auxiliary assembly and a protective shell; the below of protective housing is provided with the mould subassembly, and the inside of mould subassembly sets up the block subassembly that has the block function, and the inside of mould subassembly is provided with fixed subassembly, sets up the coupling assembling that has the connection function on fixed subassembly's the lateral wall, and coupling assembling's one end is provided with auxiliary assembly, and the inside of protective housing sets up the pouring subassembly that has the pouring function.
Preferably, concrete is poured through the pouring assembly, the concrete is poured into the mold assembly, the mold assembly is fixedly molded, the mold assembly is fixedly clamped with the pouring assembly through the clamping assembly, the fixing assembly is fixedly connected with the auxiliary assembly through the connecting assembly, and the mold assembly and the pouring assembly can be fixedly connected, so that the integral structure of the load-reducing plate can be reinforced, and the integral reinforcing effect of the load-reducing plate is improved.
Preferably, the casting assembly includes a sprue gate and a top plate; a top plate is arranged in the protective shell, a pouring gate is arranged above the top plate, and two groups of pouring gates are arranged; concrete can be conveyed through the two sets of pouring openings and conveyed to the inside of the die assembly, so that the effect of pouring concrete can be achieved.
Preferably, the die assembly comprises a lower die body and a cavity groove; a lower die body is arranged below the protective shell, a lower cavity groove is formed in the lower die body, and a top plate is arranged above the lower die body; and the concrete is conveyed to the inside of a cavity groove of the lower die body for shaping, and the cavity groove has the shaping effect on the concrete.
Preferably, the clamping assembly comprises a fixed rod and a clamping hole; the cavity groove is internally provided with a fixed rod, a plurality of groups of fixed rods are arranged, and clamping holes are formed above the top plate; the lower die body is clamped and fixed through the clamping holes of the plurality of groups of fixing rods and the top plate, so that the effect of clamping and fixing is achieved.
Preferably, the fixing assembly comprises a fixing block and a fixing hole; the lower cavity groove is internally provided with a fixed block, the fixed block is provided with a plurality of groups, the fixed block is internally provided with fixed holes, and the fixed holes are provided with a plurality of groups; the multiple groups of fixing blocks are fixedly installed with the connecting assembly through the fixing holes, and the fixing blocks play a role in connection and fixation.
Preferably, the connecting component comprises a limiting block, a connecting rod and a supporting rod; a connecting rod is arranged in the fixing hole, one end of the connecting rod is provided with a limiting block, and a supporting rod is arranged in the fixing hole; the multiunit fixed block carries out transverse connection through multiunit connecting rod, multiunit fixed block carries out longitudinal connection through multiunit bracing piece with auxiliary assembly, multiunit connecting rod and bracing piece have played fixed connection's effect, and the stopper has played spacing fixed effect.
Preferably, the auxiliary assembly comprises a connecting block and a connecting hole; one end of the supporting rod is provided with a connecting block, the inside of the connecting block is provided with connecting holes, and a plurality of groups of connecting holes are formed; the multiunit connecting block carries out transverse connection through the multiunit connecting rod, and multiunit fixed block carries out longitudinal connection through multiunit bracing piece with multiunit connecting block to can consolidate the relief plate overall structure, improve the holistic reinforcement effect of relief plate.
The utility model has the beneficial effects that:
1. Compared with the traditional concrete load-reducing plate structure, most of structure fixing devices are easy to set in the using process, and unstable structures can be caused when concrete is poured, so that the structures are displaced; the concrete load-reducing plate structure is clamped by the device, and then the structure is reinforced by the device, so that the aim of reinforcing the whole structure of the load-reducing plate can be fulfilled;
2. The multi-group fixing blocks and the connecting components are fixedly installed through the fixing holes, the fixing blocks play a role in connection and fixation, the lower die body is clamped and fixed through the clamping holes of the multi-group fixing rods and the top plate, so that the effect of clamping and fixation is achieved, the multi-group fixing blocks are transversely connected through the multi-group connecting rods, the multi-group connecting blocks are transversely connected through the multi-group connecting rods, the multi-group fixing blocks and the multi-group connecting blocks are longitudinally connected through the multi-group supporting rods, the limiting block plays a role in limiting and fixation, the whole structure of the load-reducing plate can be reinforced, and the whole reinforcing effect of the load-reducing plate is improved;
3. The concrete can be conveyed through the two sets of pouring ports and conveyed to the inside of the die assembly, so that the effect of pouring the concrete can be achieved, the concrete is conveyed to the inside of the cavity groove of the lower die body for shaping, and the cavity groove has a shaping effect on the concrete.
Drawings
FIG. 1 shows a schematic perspective view of a corrugated steel pipe top reinforced concrete load-reducing plate structure according to the present utility model;
FIG. 2 shows a schematic view of a first partial perspective construction of a corrugated steel pipe roof reinforced concrete load-shedding plate structure according to the present utility model;
FIG. 3 is a schematic view showing a second partial three-dimensional structure of a reinforced concrete load-reducing plate structure on a corrugated steel pipe roof of the present utility model;
FIG. 4 is a schematic view showing a third partial three-dimensional construction of a reinforced concrete load-shedding plate structure on a corrugated steel pipe roof according to the present utility model;
Reference numerals illustrate: 1. casting the assembly; 2. a mold assembly; 3. a clamping assembly; 4. a fixing assembly; 5. a connection assembly; 6. an auxiliary component; 7. a protective shell; 101. a sprue gate; 102. a top plate; 201. a lower die body; 202. a cavity groove; 301. a fixed rod; 302. a clamping hole; 401. a fixed block; 402. a fixing hole; 501. a limiting block; 502. a connecting rod; 503. a support rod; 601. a connecting block; 602. and a connection hole.
Detailed Description
The utility model is further described below with reference to the drawings and examples.
Referring to fig. 1, the present utility model provides an embodiment: the reinforced concrete load-reducing plate structure for the corrugated steel pipe roof comprises a pouring assembly 1, a die assembly 2, a clamping assembly 3, a fixing assembly 4, a connecting assembly 5, an auxiliary assembly 6 and a protective shell 7; the below of protective housing 7 is provided with mould subassembly 2, and the inside of mould subassembly 2 sets up the block subassembly 3 that has the block function, and the inside of mould subassembly 2 is provided with fixed subassembly 4, sets up on the lateral wall of fixed subassembly 4 and has connecting assembly 5 of connected function, and connecting assembly 5's one end is provided with auxiliary assembly 6, and protective housing 7's inside sets up the pouring subassembly 1 that has the pouring function.
Referring to fig. 2, the pouring assembly 1 includes a pouring spout 101 and a top plate 102; a top plate 102 is arranged in the protective shell 7, a pouring gate 101 is arranged above the top plate 102, and two groups of pouring gates 101 are arranged; concrete can be conveyed through the two sets of pouring gates 101 and conveyed into the die assembly 2, so that the effect of pouring the concrete can be achieved; the die assembly 2 comprises a lower die body 201 and a cavity groove 202; a lower die body 201 is arranged below the protective shell 7, a lower cavity groove 202 is formed in the lower die body 201, and a top plate 102 is arranged above the lower die body 201; the concrete is conveyed to the inside of the cavity groove 202 of the lower die body 201 for shaping, and the cavity groove 202 has the shaping effect on the concrete; the clamping assembly 3 comprises a fixed rod 301 and a clamping hole 302; a plurality of groups of fixing rods 301 are arranged in the cavity groove 202, and clamping holes 302 are formed above the top plate 102; the lower die body 201 is engaged and fixed with the engaging holes 302 of the top plate 102 by the plurality of groups of fixing rods 301, thereby achieving the effect of engaging and fixing.
Referring to fig. 3-4, in the present embodiment, the fixing assembly 4 includes a fixing block 401 and a fixing hole 402; the inside of the lower cavity groove 202 is provided with a fixed block 401, the fixed block 401 is provided with a plurality of groups, the inside of the fixed block 401 is provided with a fixed hole 402, and the fixed hole 402 is provided with a plurality of groups; the plurality of groups of fixing blocks 401 and the connecting assembly 5 are fixedly installed through the fixing holes 402, and the fixing blocks 401 play a role in connection and fixation; the connecting component 5 comprises a limiting block 501, a connecting rod 502 and a supporting rod 503; a connecting rod 502 is arranged in the fixing hole 402, a limiting block 501 is arranged at one end of the connecting rod 502, and a supporting rod 503 is arranged in the fixing hole 402; the multiple groups of fixing blocks 401 are transversely connected through the multiple groups of connecting rods 502, the multiple groups of fixing blocks 401 are longitudinally connected with the auxiliary assembly 6 through the multiple groups of supporting rods 503, the multiple groups of connecting rods 502 and the supporting rods 503 play a role in fixed connection, and the limiting block 501 plays a role in limiting and fixing; the auxiliary assembly 6 comprises a connecting block 601 and a connecting hole 602; one end of the supporting rod 503 is provided with a connecting block 601, the inside of the connecting block 601 is provided with a connecting hole 602, and the connecting holes 602 are provided with a plurality of groups; the multiunit connecting block 601 carries out transverse connection through multiunit connecting rod 502, and multiunit fixed block 401 carries out longitudinal connection through multiunit bracing piece 503 with multiunit connecting block 601 to can consolidate the relief plate overall structure, improve the holistic reinforcement effect of relief plate.
During working, concrete can be conveyed through the two sets of pouring gates 101, the concrete is conveyed into the cavity groove 202 of the lower die body 201 for shaping, and the cavity groove 202 shapes the concrete;
The lower die body 201 is clamped and fixed with the clamping holes 302 of the top plate 102 through a plurality of groups of fixing rods 301, a plurality of groups of fixing blocks 401 are transversely connected through a plurality of groups of connecting rods 502, a plurality of groups of connecting blocks 601 are transversely connected through a plurality of groups of connecting rods 502, a plurality of groups of fixing blocks 401 are longitudinally connected with a plurality of groups of connecting blocks 601 through a plurality of groups of supporting rods 503, and a limiting block 501 plays a role in limiting and fixing, so that the whole structure of the load-shedding plate can be reinforced, and the whole reinforcing effect of the load-shedding plate is improved;
Through the steps, concrete is poured through the pouring assembly 1, the concrete is poured into the die assembly 2, the die assembly 2 is fixedly molded, the die assembly 2 is fixedly clamped with the pouring assembly 1 through the clamping assembly 3, the fixing assembly 4 is fixedly connected with the auxiliary assembly 6 through the connecting assembly 5, and the die assembly 2 and the pouring assembly 1 can be fixedly connected, so that the integral structure of the load-reducing plate can be reinforced, and the integral reinforcing effect of the load-reducing plate is improved.
The embodiments of the present utility model have been described in detail with reference to the drawings, but the present utility model is not limited to the above embodiments, and various changes can be made within the knowledge of those skilled in the art without departing from the spirit of the present utility model.
Claims (7)
1. The reinforced concrete load-reducing plate structure of the corrugated steel pipe roof comprises a pouring assembly (1); the method is characterized in that: the mold comprises a mold assembly (2), a clamping assembly (3), a fixing assembly (4), a connecting assembly (5), an auxiliary assembly (6) and a protective shell (7); the below of protective housing (7) is provided with mould subassembly (2), and the inside of mould subassembly (2) sets up block subassembly (3) that have the block function, and the inside of mould subassembly (2) is provided with fixed subassembly (4), sets up on the lateral wall of fixed subassembly (4) and has coupling assembling (5) of connection function, and the one end of coupling assembling (5) is provided with auxiliary assembly (6), and the inside of protective housing (7) sets up pouring subassembly (1) that have the pouring function.
2. The corrugated steel pipe top reinforced concrete load reducing plate structure according to claim 1, wherein: the pouring assembly (1) comprises a pouring gate (101) and a top plate (102); the inside of protective housing (7) is provided with roof (102), and pouring gate (101) have been seted up to the top of roof (102), and pouring gate (101) are provided with two sets of.
3. The corrugated steel pipe top reinforced concrete load reducing plate structure according to claim 1, wherein: the die assembly (2) comprises a lower die body (201) and a cavity groove (202); the lower die body (201) is arranged below the protective shell (7), a lower cavity groove (202) is formed in the lower die body (201), and the top plate (102) is arranged above the lower die body (201).
4. A corrugated steel pipe roof reinforced concrete load shedding plate structure as claimed in claim 3, wherein: the clamping assembly (3) comprises a fixed rod (301) and a clamping hole (302); the inside of die cavity groove (202) is provided with dead lever (301), and dead lever (301) are provided with multiunit, and draw-in hole (302) have been seted up to the top of roof (102).
5. The corrugated steel pipe top reinforced concrete load reducing plate structure according to claim 2, wherein: the fixing component (4) comprises a fixing block (401) and a fixing hole (402); the inside of lower die cavity groove (202) is provided with fixed block (401), and fixed block (401) are provided with the multiunit, and fixed hole (402) have been seted up to the inside of fixed block (401), and the multiunit has been seted up in fixed hole (402).
6. The corrugated steel pipe top reinforced concrete load reducing plate structure according to claim 5, wherein: the connecting component (5) comprises a limiting block (501), a connecting rod (502) and a supporting rod (503); the inside of fixed orifices (402) is provided with connecting rod (502), and one end of connecting rod (502) is provided with stopper (501), and the inside of fixed orifices (402) is provided with bracing piece (503).
7. The corrugated steel pipe top reinforced concrete load reducing plate structure as set forth in claim 6, wherein: the auxiliary component (6) comprises a connecting block (601) and a connecting hole (602); one end of the supporting rod (503) is provided with a connecting block (601), a connecting hole (602) is formed in the connecting block (601), and a plurality of groups of connecting holes (602) are formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323040062.9U CN221436750U (en) | 2023-11-10 | 2023-11-10 | Corrugated steel pipe roof reinforced concrete load-reducing plate structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323040062.9U CN221436750U (en) | 2023-11-10 | 2023-11-10 | Corrugated steel pipe roof reinforced concrete load-reducing plate structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221436750U true CN221436750U (en) | 2024-07-30 |
Family
ID=92060580
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323040062.9U Active CN221436750U (en) | 2023-11-10 | 2023-11-10 | Corrugated steel pipe roof reinforced concrete load-reducing plate structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221436750U (en) |
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2023
- 2023-11-10 CN CN202323040062.9U patent/CN221436750U/en active Active
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