CN219731566U - Novel cast-in-place concrete road side form reinforcement - Google Patents
Novel cast-in-place concrete road side form reinforcement Download PDFInfo
- Publication number
- CN219731566U CN219731566U CN202320860642.3U CN202320860642U CN219731566U CN 219731566 U CN219731566 U CN 219731566U CN 202320860642 U CN202320860642 U CN 202320860642U CN 219731566 U CN219731566 U CN 219731566U
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- rod
- cast
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- metal
- place concrete
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 21
- 239000002184 metal Substances 0.000 claims abstract description 76
- 239000002689 soil Substances 0.000 claims abstract description 44
- 238000011065 in-situ storage Methods 0.000 claims abstract description 15
- 238000005056 compaction Methods 0.000 claims description 11
- 238000004064 recycling Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 241000587161 Gomphocarpus Species 0.000 description 8
- 238000009415 formwork Methods 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a novel cast-in-place concrete road side mould reinforcement, and relates to the technical field of cast-in-place concrete roads; the utility model comprises a metal rod, compacted plain soil and cast-in-situ mixed soil pavement; according to the utility model, the template plate and the template batten can be fixedly clamped by arranging the metal sleeve, the first groove, the connecting rod, the threaded rod, the fixing block, the third nut and the fourth nut, so that the problem of inconvenient recycling is avoided, and the purposes of reducing the workload of the traditional fixing mode and improving the material recycling rate are achieved.
Description
Technical Field
The utility model relates to the technical field of cast-in-place concrete roads, in particular to a novel cast-in-place concrete road side mold reinforcing member.
Background
The construction site planning road, temporary road, factory hardening and other planar concrete structures adopting cast-in-place concrete structures are adopted, the templates are mostly reinforced by inserting wood piles and steel bars into the soil, and the inner sides of the templates are required to be additionally fixed so as to ensure the stability of the templates. Therefore, when the size requirement of the cast-in-situ concrete pavement is strict or the casting thickness is larger, the surrounding soil body bearing capacity is lower, reliable template reinforcement measures are required to ensure the casting quality. At present, a cast-in-place concrete road template reinforcement does not have a reliable reinforcement, when the thickness of a cast-in-place concrete road surface is large or the soil property is weak, a road side mold reinforcement system does not have an economic and reasonable measure for reliably anchoring with the ground, the condition that mold expansion and mold explosion easily occur is aimed at the problems, and the inventor provides a novel cast-in-place concrete road side mold reinforcement for solving the problems.
Disclosure of Invention
In order to solve the problem that the fixing cannot be effectively performed; the utility model aims to provide a novel cast-in-place concrete road side mold reinforcement.
In order to solve the technical problems, the utility model adopts the following technical scheme: the utility model provides a novel cast in situ concrete road side form reinforcement, includes metal pole, compaction plain soil and cast-in-situ concrete road side form reinforcement, the metal pole is fixed to be inserted and is established in compaction plain soil, cast-in-situ concrete road side is located compaction plain soil top, cast-in-situ concrete road side is fixed and is equipped with the template panel in the outside, one side that cast-in-situ concrete road was kept away from to the template panel is fixed and is equipped with the template flitch, metal pole outside movable sleeve is equipped with the metal sleeve, and the metal sleeve is used for fixed stay connection fixed block to be convenient for carry out the centre gripping to template panel and template flitch, a groove has been seted up in the metal sleeve, the metal pole activity is inserted and is established in a groove, is convenient for insert the metal sleeve and establish in the metal pole, the metal sleeve outside is fixed and is equipped with the connecting rod, the connecting rod is used for fixed connection, the one end that the metal sleeve was kept away from to the connecting rod is fixed and is equipped with the threaded rod, is convenient for slide No. three nuts and No. four nuts are fixed to the fixed block, the threaded rod outside movable sleeve is equipped with the fixed block, fixed block and metal rod can carry out centre gripping fixed template panel and template flitch, no. nut, the fixed block, the screw nut are equipped with the screw movable sleeve, the screw rod is equipped with the screw nut and No. nut, no. nut is fixed nut, and nut.
Preferably, the movable sleeve is equipped with the template support piece in the metal pole, the template support piece is located metal sleeve below, no. two grooves have been seted up in the template support piece, the metal pole activity is inserted and is established in No. two grooves, the template support piece outside is fixed to be equipped with No. one dead lever and No. two dead levers, no. two one end and No. one dead lever fixed connection that the template support piece was kept away from to the dead lever, the metal pole downwardly moving drives the template support piece and downwardly moves for No. one dead lever and No. two dead levers downwardly move, and No. one dead lever downwardly move drives No. two pin heads to insert and establish in compaction plain soil, and constitute triangle-shaped structure through No. one dead lever and No. two dead levers, make the template support piece more stable, avoided unstable problem, thereby reach the purpose of guaranteeing that road side form reinforcement system is stable when cast-in-place concrete pavement thickness is great or the softer.
Preferably, the outside of the metal rod is fixedly provided with a thread ring, the nut and the nut are convenient to rotate, the outside thread ring is sleeved with the nut, the nut is located below the metal sleeve, the nut is used for fixedly mounting the formwork support piece, the outside thread ring is sleeved with the nut, the nut is located above the metal sleeve, and the nut is used for fixing the metal sleeve.
Preferably, the one end that compaction plain soil was kept away from to the metal pole is fixed and is equipped with hammering piece, and hammering piece is convenient for in the compaction plain soil to the metal pole, the one end regulation that the metal pole is close to compaction plain soil is equipped with first pin head, and first pin head assists the metal pole to insert and establishes in compaction plain soil, the fixed second pin head that is path array distribution that is equipped with in one side that the fixing lever is close to compaction plain soil, and second pin head is connected with compaction plain soil, has increased template support piece's stability to holistic stability has been increased.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the utility model, the template face plate and the template batten can be fixedly clamped by arranging the metal sleeve, the first groove, the connecting rod, the threaded rod, the fixing block, the third nut and the fourth nut, so that the problem of inconvenient recycling is avoided, and the purposes of reducing the workload of the traditional fixing mode and improving the material recycling rate are achieved;
2. according to the utility model, the formwork support piece, the second groove, the first fixing rod, the second fixing rod and the second nail head are arranged, so that the connection between the concrete road side form and the reinforcing member can be ensured, the overall reliability is improved, the unstable problem is avoided, and the purpose of ensuring the stability of the road side form reinforcing system when the thickness of the cast-in-situ concrete road surface is large or the soil property is weak is achieved.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of a structural metal rod and its connection structure according to the present utility model;
FIG. 3 is a schematic view of a metal sleeve and its connection structure according to the present utility model;
fig. 4 is a schematic view of a structural formwork support member and its connection structure according to the present utility model.
In the figure: 1. a metal rod; 11. compacting plain soil; 12. cast-in-situ mixed clay road surface; 13. a template panel; 14. template battens; 15. a thread ring; 16. hammering the block; 17. a first nail head; 18. a first nut; 19. a second nut; 2. a metal sleeve; 21. a first groove; 22. a connecting rod; 23. a threaded rod; 24. a fixed block; 25. a third nut; 26. a fourth nut; 3. a formwork support; 31. a second groove; 32. a first fixing rod; 33. a second fixing rod; 34. and a second nail head.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Embodiment one: as shown in fig. 1-4, the utility model provides a novel cast-in-place concrete road side mould reinforcement, which comprises a metal rod 1, compacted soil 11 and cast-in-place mixed soil pavement 12, wherein the metal rod 1 is fixedly inserted into the compacted soil 11, the cast-in-place mixed soil pavement 12 is positioned above the compacted soil 11, a template panel 13 is fixedly arranged at the outer side of the cast-in-place mixed soil pavement 12, a template square 14 is fixedly arranged at one side of the template panel 13 far away from the cast-in-place mixed soil pavement 12, a metal sleeve 2 is movably sleeved at the outer side of the metal rod 1, a fixing block 24 is fixedly supported by the metal sleeve 2, so as to clamp and fix the template panel 13 and the template square 14, a first groove 21 is formed in the metal sleeve 2, the metal rod 1 is movably inserted into the first groove 21, the metal sleeve 2 is conveniently inserted into the metal rod 1, a connecting rod 22 is fixedly arranged at the outer side of the metal sleeve 2, a threaded rod 23 is fixedly arranged at one end of the connecting rod 22 far away from the metal sleeve 2, a third nut 25 and a fourth nut 26 are conveniently slid to fix the fixing block 24, a fixing block 24 is movably sleeved at the outer side of the threaded rod 23, a fixing block 24 is movably sleeved at the outer side of the movable sleeve 24, the fixing block 24 is movably sleeved at the 23, the fixing block 24 is movably sleeved at the end between the fixing block 24 and the third nut 25 and the fourth nut 25 and the fixing block 25 can be conveniently clamped by the fixing block 25 and the third nut 25.
The outer side of the metal rod 1 is fixedly provided with a thread ring 15.
By adopting the technical scheme, the first nut 18 and the second nut 19 are convenient to rotate.
The outside thread bush of the thread ring 15 is provided with a first nut 18, and the first nut 18 is positioned below the metal sleeve 2.
By adopting the above technical scheme, the first nut 18 is used for fixedly mounting the formwork support 3.
The outside thread bush of the thread ring 15 is provided with a second nut 19, and the second nut 19 is positioned above the metal sleeve 2.
By adopting the above technical scheme, the second nut 19 fixes the metal sleeve 2.
The end of the metal rod 1 far away from the compacted plain soil 11 is fixedly provided with a hammering block 16.
By adopting the technical scheme, the hammering block 16 is convenient for embedding the metal rod 1 into the compacted plain soil 11.
The end of the metal rod 1 near the compacted earth 11 is provided with a first nail head 17.
By adopting the technical scheme, the first nail head 17 assists the metal rod 1 to be inserted into the compacted plain soil 11.
The first fixing rod 32 is fixedly provided with second nail heads 34 distributed in a path array on one side close to the compacted plain soil 11.
By adopting the technical scheme, the second nail head 34 is connected with the compacted plain soil 11, so that the stability of the formwork support 3 is improved, and the overall stability is improved.
Embodiment two: as shown in fig. 4, the movable sleeve in the metal rod 1 is provided with a template support 3, the template support 3 is located below the metal sleeve 2, a second slot 31 is formed in the template support 3, the metal rod 1 is movably inserted into the second slot 31, a first fixing rod 32 and a second fixing rod 33 are fixedly arranged on the outer side of the template support 3, one end, far away from the template support 3, of the second fixing rod 33 is fixedly connected with the first fixing rod 32, the metal rod 1 moves downwards to drive the template support 3 to move downwards, the first fixing rod 32 and the second fixing rod 33 move downwards, the first fixing rod 32 moves downwards to drive a second nail head 34 to be inserted into compacted plain soil 11, and a triangle structure is formed by the first fixing rod 32 and the second fixing rod 33, so that the template support 3 is more stable, the unstable problem is avoided, and the purpose of ensuring that a road side mould reinforcing system is stable when the thickness of a cast-in-situ concrete pavement is large or the soil is weak is achieved.
Working principle: firstly, the template panel 13 and the template square 14 are pre-positioned, then the second nut 19, the metal sleeve 2, the first nut 18 and the template supporting piece 3 are sequentially sleeved outside the metal rod 1, then the metal rod 1 is pre-inserted in the compacted plain soil 11, then the fixing block 24 is fixed through the third nut 25 and the fourth nut 26 to clamp the template panel 13, then the first nut 18 is rotated to fix the template supporting piece 3, the second nut 19 is rotated to fix the metal sleeve 2 and the metal rod 1, the hammer hammering block 16 is used for downwards moving parts sleeved outside the metal rod 1, the template panel 13 and the template square 14 are clamped and fixed through the fixing block 24, the problem of inconvenient repeated utilization is avoided, so that the purposes of reducing the workload of a traditional fixing mode and improving the material repeated utilization rate are achieved, meanwhile, the first fixing rod 32 and the second fixing rod 33 are downwards moved, the first fixing rod 32 is downwards moved to drive the second fixing rod 34 to be inserted in the plain soil 11 in the compacted plain soil 11, the first fixing rod 32 is downwards moved, the problem of poor stability of the pavement system is avoided, and the problem of stabilizing the pavement is solved when the first fixing rod is solved, and the pavement is more stable.
It will be apparent to those skilled in the art that various modifications and variations can be made to the present utility model without departing from the spirit or scope of the utility model. Thus, it is intended that the present utility model also include such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.
Claims (8)
1. The utility model provides a novel cast in situ concrete road side form reinforcement, includes metal pole (1), compaction plain soil (11) and cast-in-situ muddy soil road surface (12), its characterized in that: the metal rod (1) is fixedly inserted into compacted plain soil (11), the cast-in-situ mixed soil pavement (12) is positioned above the compacted plain soil (11), a template panel (13) is fixedly arranged on the outer side of the cast-in-situ mixed soil pavement (12), a template batten (14) is fixedly arranged on one side, far away from the cast-in-situ mixed soil pavement (12), of the template panel (13), a metal sleeve (2) is movably sleeved on the outer side of the metal rod (1), a first groove (21) is formed in the metal sleeve (2), and the metal rod (1) is movably inserted into the first groove (21);
the novel connecting rod is characterized in that a connecting rod (22) is fixedly arranged on the outer side of the metal sleeve (2), one end, far away from the metal sleeve (2), of the connecting rod (22) is fixedly provided with a threaded rod (23), a fixed block (24) is movably sleeved on the outer side of the threaded rod (23), a third nut (25) and a fourth nut (26) are sleeved on the outer side of the threaded rod (23), and the fixed block (24) is located between the third nut (25) and the fourth nut (26).
2. The novel cast-in-place concrete road side mold reinforcement according to claim 1, wherein a template support (3) is movably sleeved in the metal rod (1), the template support (3) is located below the metal sleeve (2), a second groove (31) is formed in the template support (3), the metal rod (1) is movably inserted in the second groove (31), a first fixing rod (32) and a second fixing rod (33) are fixedly arranged on the outer side of the template support (3), and one end, far away from the template support (3), of the second fixing rod (33) is fixedly connected with the first fixing rod (32).
3. A new cast-in-place concrete road side form reinforcement as in claim 1, wherein a thread ring (15) is fixedly provided on the outside of the metal rod (1).
4. A novel cast-in-place concrete road side form reinforcement as in claim 3, wherein said collar (15) is externally threaded with a first nut (18), said first nut (18) being located below the metal sleeve (2).
5. A novel cast-in-place concrete road side form reinforcement as claimed in claim 3, wherein said thread collar (15) is externally threaded with a No. two nut (19), said No. two nut (19) being located above the metal sleeve (2).
6. A new cast-in-place concrete road side form reinforcement as in claim 1, wherein said metal rod (1) is fixedly provided with a hammering block (16) at the end remote from the compacted plain soil (11).
7. A new cast-in-place concrete road side form reinforcement as in claim 1, wherein said metal rod (1) is provided with a pin head (17) at one end adjacent to compacted plain soil (11).
8. A new cast-in-place concrete road side form reinforcement as in claim 2, wherein said first fixing rod (32) is fixedly provided with second studs (34) distributed in a path array on a side of said first fixing rod adjacent to said compacted plain soil (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320860642.3U CN219731566U (en) | 2023-04-18 | 2023-04-18 | Novel cast-in-place concrete road side form reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320860642.3U CN219731566U (en) | 2023-04-18 | 2023-04-18 | Novel cast-in-place concrete road side form reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219731566U true CN219731566U (en) | 2023-09-22 |
Family
ID=88029710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320860642.3U Active CN219731566U (en) | 2023-04-18 | 2023-04-18 | Novel cast-in-place concrete road side form reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219731566U (en) |
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2023
- 2023-04-18 CN CN202320860642.3U patent/CN219731566U/en active Active
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