CN212271038U - Building reinforcing, correcting and underpinning system - Google Patents
Building reinforcing, correcting and underpinning system Download PDFInfo
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- CN212271038U CN212271038U CN202020565718.6U CN202020565718U CN212271038U CN 212271038 U CN212271038 U CN 212271038U CN 202020565718 U CN202020565718 U CN 202020565718U CN 212271038 U CN212271038 U CN 212271038U
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- anchor rod
- outrigger
- building
- cross beam
- clamping groove
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Abstract
The utility model provides a building reinforcing, deviation rectifying and underpinning system, which comprises a jack, a steel beam, two cantilever beams, a plurality of anchor rod assemblies and a plurality of screw caps; the steel cross beam is erected on the jack; the two cantilever beams are arranged on the steel cross beam in a spacing way; the outrigger forms an anchor rod hole and two clamping grooves, the anchor rod hole is formed in the middle of the outrigger, and the clamping grooves are formed at two ends of the outrigger and arranged along the length direction of the outrigger; an anchor rod assembly penetrates through the clamping groove or the clamping groove and the anchor rod hole of each outrigger, the bottom end of the anchor rod assembly is planted on a building bottom plate or a bearing platform, the top end of the anchor rod assembly extends out of the clamping groove or the anchor rod hole and is in threaded connection with a nut, and the nut limits the outriggers; two ends of the steel beam respectively penetrate between two adjacent anchor rod components. The utility model discloses a building consolidates rectifying underpinning system can use in the position that the space is littleer, and the stock position can change in a flexible way, but steel beam multi-angle is put, has and dismantles the convenience, uses advantages such as nimble.
Description
Technical Field
The utility model relates to a building reinforcement field of rectifying especially relates to a building reinforcement underpinning system of rectifying.
Background
When the construction or jacking underpinning of the anchor rod static pressure pile is carried out, the steel beam in the traditional process can only be transversely placed or vertically placed. Therefore, when the construction working surface is not enough, the shear wall or the floor slab needs to be damaged, which wastes labor and time. When the anchor rod is bent or misplaced, the anchor rod can only be implanted again after being damaged, and the construction period is delayed.
Disclosure of Invention
To the not enough among the above-mentioned prior art, the utility model provides a building consolidates rectifying underpinning system for traditional underpinning device or pile pressing frame, can use in the position that the space is littleer, but the stock position is nimble to be changed, but steel crossbeam multi-angle is put, has and dismantles the convenience, uses advantages such as nimble.
In order to achieve the purpose, the utility model provides a building reinforcing, rectifying and underpinning system, which comprises a jack, a steel beam, two cantilever beams, a plurality of anchor rod components and a plurality of screw caps; the steel cross beam is erected on the jack; the two outriggers are arranged on the steel cross beam in a spaced manner; the cantilever beam is provided with an anchor rod hole and two clamping grooves, the anchor rod hole is formed in the middle of the cantilever beam, and the clamping grooves are formed at two ends of the cantilever beam and are arranged along the length direction of the cantilever beam; the anchor rod assembly penetrates through the clamping groove or the clamping groove and the anchor rod hole of each outrigger, the bottom end of the anchor rod assembly is planted on a building bottom plate or a bearing platform, the top end of the anchor rod assembly extends out of the clamping groove or the anchor rod hole and is in threaded connection with the nut, and the nut limits the outrigger; and two ends of the steel cross beam are respectively penetrated between the two adjacent anchor rod assemblies.
Preferably, the nut further comprises a gasket, and the gasket is arranged between the nut and the cantilever beam.
Preferably, the anchor assembly comprises an upper anchor, a lower anchor and an adaptor; the bottom end of the lower anchor rod is planted on the building bottom plate or the bearing platform; the top end of the lower anchor rod is connected with the bottom end of the upper anchor rod through the connector; the top end of the upper anchor rod penetrates through the clamping groove or the anchor rod hole and is in threaded connection with the nut.
Preferably, one end of the steel cross beam penetrates through any two adjacent anchor rod assemblies corresponding to one outrigger, and the other end of the steel cross beam penetrates through any two adjacent anchor rod assemblies corresponding to the other outrigger.
Preferably, still include a dowel steel, the dowel steel sets up on a pile body, the jack sets up in through a base on the dowel steel.
The utility model discloses owing to adopted above technical scheme, make it have following beneficial effect:
the steel cross beam, the cantilever beam and the anchor rod assembly form a force transmission system together, the cost is low, and the anchor rod assembly can be used in a large range. The component is less, and it is convenient to dismantle, applicable in the narrow and small position in space. The arrangement form of the anchor rod component is flexible, and the use of a force transmission system is not influenced. The steel beam can be placed at multiple angles, and the steel beam has the advantages of convenience in disassembly, flexibility in application and the like.
Drawings
FIG. 1 is a schematic structural view of a building reinforcement deviation rectification underpinning system according to an embodiment of the present invention;
FIG. 2 is a first connection state diagram of the steel beam and the outrigger according to the embodiment of the present invention;
fig. 3 is a second connection state diagram of the steel beam and the outrigger according to the embodiment of the present invention.
Detailed Description
The following description of the preferred embodiments of the present invention will be given with reference to the accompanying drawings 1 to 3, and will make the functions and features of the present invention better understood.
Referring to fig. 1 to 3, a building reinforcement deviation rectification underpinning system according to an embodiment of the present invention includes a jack 1, a steel beam 2, two outriggers 3, a plurality of anchor rod assemblies 4 and a plurality of nuts 5; the steel beam 2 is erected on the jack 1; the two cantilever beams 3 are erected on the steel cross beam 2 at intervals; the outrigger 3 forms an anchor rod hole 31 and two clamping grooves 32, the anchor rod hole 31 is formed in the middle of the outrigger 3, and the clamping grooves 32 are formed at two ends of the outrigger 3 and arranged along the length direction of the outrigger 3; an anchor rod component 4 penetrates through the clamping groove 32 or the clamping groove 32 and the anchor rod hole 31 of each outrigger 3, the bottom end of the anchor rod component 4 is planted on a building bottom plate or a bearing platform 6, the top end of the anchor rod component 4 extends out of the clamping groove 32 or the anchor rod hole 31 and is in threaded connection with a nut 5, and the nut 5 limits the outriggers 3; two ends of the steel cross beam 2 are respectively arranged between two adjacent anchor rod assemblies 4 in a penetrating mode.
The single-screw nut is characterized by further comprising a gasket 7, wherein the gasket 7 is arranged between the nut 5 and the cantilever beam 3.
In this embodiment, the anchor assembly 4 includes an upper anchor 41, a lower anchor 42 and an adaptor 43; the bottom end of the lower anchor rod 42 is planted on the building bottom plate or bearing platform 6; the top end of the lower anchor rod 42 is connected with the bottom end of the upper anchor rod 41 through a connector 43; the top end of the upper anchor rod 41 is arranged in the clamping groove 32 or the anchor rod hole 31 in a penetrating mode and is in threaded connection with the nut 5.
One end of the steel cross beam 2 penetrates between any two adjacent anchor rod assemblies 4 corresponding to one outrigger 3, and the other end of the steel cross beam 2 penetrates between any two adjacent anchor rod assemblies 4 corresponding to the other outrigger 3.
Still include a dowel bar 8, dowel bar 8 sets up on a pile body 9, and jack 1 sets up on dowel bar 8 through a base 10.
Referring to fig. 2 and 3, in the building reinforcing, correcting and underpinning system according to the embodiment of the present invention, the outrigger 3 is applicable to various anchor rod assemblies 4 arrangement forms and various steel beams 2 arrangement angles. For traditional underpinning device or pile pressing frame, can use in the position that the space is littleer, but 4 positions of stock subassembly change in a flexible way, but steel crossbeam 2 multi-angle is put, has and dismantles the convenience, uses advantages such as nimble.
The utility model discloses but a building reinforcement deviation rectification underpinning system reuse.
The present invention has been described in detail with reference to the embodiments shown in the drawings, and those skilled in the art can make various modifications to the present invention based on the above description. Therefore, certain details of the embodiments should not be construed as limitations of the invention, which are intended to be covered by the following claims.
Claims (5)
1. A building reinforcement deviation rectifying underpinning system is characterized by comprising a jack, a steel cross beam, two cantilever beams, a plurality of anchor rod assemblies and a plurality of screw caps; the steel cross beam is erected on the jack; the two outriggers are arranged on the steel cross beam in a spaced manner; the cantilever beam is provided with an anchor rod hole and two clamping grooves, the anchor rod hole is formed in the middle of the cantilever beam, and the clamping grooves are formed at two ends of the cantilever beam and are arranged along the length direction of the cantilever beam; the anchor rod assembly penetrates through the clamping groove or the clamping groove and the anchor rod hole of each outrigger, the bottom end of the anchor rod assembly is planted on a building bottom plate or a bearing platform, the top end of the anchor rod assembly extends out of the clamping groove or the anchor rod hole and is in threaded connection with the nut, and the nut limits the outrigger; and two ends of the steel cross beam are respectively penetrated between the two adjacent anchor rod assemblies.
2. The building reinforcement deviation rectifying underpinning system according to claim 1, further comprising a spacer disposed between the nut and the cantilever beam.
3. The building reinforcement deviation rectifying underpinning system according to claim 2, wherein the anchor assembly comprises an upper anchor, a lower anchor and an adaptor; the bottom end of the lower anchor rod is planted on the building bottom plate or the bearing platform; the top end of the lower anchor rod is connected with the bottom end of the upper anchor rod through the connector; the top end of the upper anchor rod penetrates through the clamping groove or the anchor rod hole and is in threaded connection with the nut.
4. The building reinforcement deviation rectifying underpinning system according to claim 2, wherein one end of the steel cross beam is arranged between any two adjacent anchor rod assemblies corresponding to one outrigger in a penetrating manner, and the other end of the steel cross beam is arranged between any two adjacent anchor rod assemblies corresponding to the other outrigger in a penetrating manner.
5. The building reinforcement deviation rectifying underpinning system according to claim 4, further comprising a dowel disposed on a pile body, wherein the jack is disposed on the dowel through a base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020565718.6U CN212271038U (en) | 2020-04-16 | 2020-04-16 | Building reinforcing, correcting and underpinning system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020565718.6U CN212271038U (en) | 2020-04-16 | 2020-04-16 | Building reinforcing, correcting and underpinning system |
Publications (1)
| Publication Number | Publication Date |
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| CN212271038U true CN212271038U (en) | 2021-01-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020565718.6U Active CN212271038U (en) | 2020-04-16 | 2020-04-16 | Building reinforcing, correcting and underpinning system |
Country Status (1)
| Country | Link |
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| CN (1) | CN212271038U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114232701A (en) * | 2021-12-15 | 2022-03-25 | 上海天演建筑物移位工程股份有限公司 | Installation device for lower pile top steel beam and jacking equipment in limited space inside building |
-
2020
- 2020-04-16 CN CN202020565718.6U patent/CN212271038U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114232701A (en) * | 2021-12-15 | 2022-03-25 | 上海天演建筑物移位工程股份有限公司 | Installation device for lower pile top steel beam and jacking equipment in limited space inside building |
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