CN222120334U - Foundation collapse-preventing reinforcing structure - Google Patents
Foundation collapse-preventing reinforcing structure Download PDFInfo
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- CN222120334U CN222120334U CN202420618052.4U CN202420618052U CN222120334U CN 222120334 U CN222120334 U CN 222120334U CN 202420618052 U CN202420618052 U CN 202420618052U CN 222120334 U CN222120334 U CN 222120334U
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- foundation
- reinforcement
- reinforcing plate
- plate
- collapse
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- 230000003014 reinforcing effect Effects 0.000 title abstract description 87
- 230000002787 reinforcement Effects 0.000 claims description 33
- 239000002002 slurry Substances 0.000 claims description 7
- 239000002689 soil Substances 0.000 claims description 3
- 230000002265 prevention Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000003405 preventing effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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Abstract
The utility model discloses a foundation collapse-preventing reinforcing structure, which comprises a foundation and a wall building above the foundation, wherein a reinforcing mechanism is arranged at the corner of the foundation and comprises an upper reinforcing plate and a lower reinforcing plate, the upper reinforcing plate is embedded into the corner of the foundation, the lower reinforcing plate is arranged right below the upper reinforcing plate, the upper reinforcing plate and the lower reinforcing plate penetrate through each other through a reinforcing rod, and a high-strength nut is arranged at the top end of each reinforcing rod.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a foundation collapse-preventing reinforcing structure.
Background
The foundation is a foundation for supporting an upper building under a building, and is generally constructed by firstly constructing the foundation and then constructing a wall along the foundation, and in order to improve the stability of the foundation, the reinforcement is generally added on the foundation so as to avoid collapse and prolong the service life of the building.
The utility model discloses a deep foundation pit supporting device for collapse-preventing foundation engineering, which comprises a retaining plate, a first supporting component and a short pile component, wherein the retaining plate comprises an outer plate, an inner plate is arranged in the outer plate, one side of the inner plate is connected with a first bolt, the first supporting component is connected with one side of the inner plate, a second supporting component is connected between the first supporting component and the outer plate, the short pile component is arranged at the bottom of the first supporting component, the short pile component comprises a short pile main body, a supporting disc is arranged above the short pile main body, and the technical problems of incomplete support and inconvenient height adjustment are solved through the short pile supporting disc.
But above-mentioned strutting arrangement can't support the reinforcement to the corner of foundation, and the local subsidence of corner appears in the foundation easily, and stability is relatively poor, will directly influence the building girder, and the result of use is not ideal.
Disclosure of utility model
The utility model aims to solve the problems and provide the foundation collapse prevention reinforcing structure which can effectively avoid the collapse of the corners of the foundation, has stronger foundation stability after reinforcement and meets the construction requirements of the superstructure.
In order to achieve the purpose, the technical scheme of the utility model is that the foundation collapse prevention reinforcing structure comprises a foundation and a wall building above the foundation, wherein the corner of the foundation is provided with a reinforcing mechanism, the reinforcing mechanism comprises an upper reinforcing plate and a lower reinforcing plate, the upper reinforcing plate is embedded into the corner of the foundation, the lower reinforcing plate is arranged right below the upper reinforcing plate, the upper reinforcing plate and the lower reinforcing plate penetrate through a reinforcing rod, and the top end of the reinforcing rod is provided with a high-strength nut.
Preferably, the surface of the upper reinforcing plate is provided with grouting holes, and concrete slurry is injected below the upper reinforcing plate at the grouting holes to surround the lower reinforcing plate and the reinforcing rods.
Preferably, a plurality of barbs are arranged around the bottom of the reinforcing rod, and the barbs extend downwards in an inclined mode.
Preferably, the outside of foundation still is equipped with L type gusset plate, L type gusset plate passes through high-strength bolt fastening on foundation, be equipped with the diagonal brace on the L type gusset plate.
Preferably, the diagonal brace extends downwardly through the bottom surface of the L-shaped reinforcement plate.
Preferably, the upper reinforcing plate and the L-shaped reinforcing plate are buried by concrete or soil.
The utility model discloses a foundation collapse prevention reinforcing structure, which comprises a foundation and a wall building above the foundation, wherein a reinforcing mechanism is arranged at the corner of the foundation and comprises an upper reinforcing plate and a lower reinforcing plate, the upper reinforcing plate is embedded into the corner of the foundation, the lower reinforcing plate is arranged right below the upper reinforcing plate, the upper reinforcing plate and the lower reinforcing plate penetrate through a reinforcing rod, and a high-strength nut is arranged at the top end of the reinforcing rod.
Drawings
Fig. 1 is a schematic diagram of the overall structure of a foundation collapse prevention reinforcing structure according to the present utility model.
Fig. 2 is a schematic diagram of the overall structure of a foundation collapse prevention reinforcement structure according to the present utility model.
Fig. 3 is a schematic diagram of the whole structure of the foundation collapse preventing reinforcement structure according to the present utility model.
In the figure, 1, a foundation, 2, a wall building, 3, an L-shaped reinforcing plate, 4, an inclined strut, 5, a high-strength bolt, 6, an upper reinforcing plate, 7, a lower reinforcing plate, 8, a reinforcing rod, 9, a high-strength nut, 10, a grouting hole, 11, barbs, 12 and concrete.
Detailed Description
The utility model will now be described in further detail with reference to the accompanying drawings. The drawings are simplified schematic views illustrating the basic structure of the present utility model by way of illustration only, and thus show only the constitution related to the present utility model.
Referring to fig. 1-3, a foundation anti-collapse reinforcing structure comprises a foundation 1 and a wall building 2 above the foundation 1, wherein a reinforcing mechanism is arranged at the corner of the foundation 1 and comprises an upper reinforcing plate 6 and a lower reinforcing plate 7, the upper reinforcing plate 6 is embedded into the corner of the foundation, the lower reinforcing plate 7 is arranged right below the upper reinforcing plate 6, the upper reinforcing plate 6 and the lower reinforcing plate 7 penetrate through each other through a reinforcing rod 8, a high-strength nut 9 is arranged at the top end of each reinforcing rod 8, when the foundation anti-collapse reinforcing structure is used, the corner of the foundation 1 is reinforced and supported through the upper reinforcing plate 6, the lower reinforcing plate 7 and the reinforcing rods 8, the overall strength and the supporting strength can be increased, and when the foundation collapses, the reinforcing plate 6, the lower reinforcing plate 7 and the reinforcing rods 8 are arranged at the corner of the foundation generally, so that the overall supporting strength is easy to absorb, the foundation collapse is avoided, and the stability is high.
The surface of the upper reinforcing plate 6 is provided with grouting holes 10, concrete slurry is injected below the upper reinforcing plate 6 at the grouting holes 10 to surround the lower reinforcing plate 7 and the reinforcing rods 8, that is to say, the concrete slurry is injected downwards at the grouting holes 10, and after the concrete slurry is solidified, the whole supporting strength can be increased after the concrete slurry is solidified, and the collapse preventing effect is further improved.
In addition, a plurality of barbs 11 are arranged around the bottom of the reinforcing rod 8, and the barbs 11 extend downwards in an inclined manner.
The installation steps of the reinforcing mechanism comprise 1, embedding an upper reinforcing plate 6 into a corner of a foundation, then placing a lower reinforcing plate 7 right below the upper reinforcing plate, 2, enabling one end of a reinforcing rod 8 to pass through the lower reinforcing plate 7 firstly, then passing through the upper reinforcing plate 6 to enable barbs 11 to be arranged below the lower reinforcing plate 7, 3, fixing the reinforcing rod 8 through high-strength nuts, and 4, pouring concrete slurry into grouting holes to enable the whole to be solidified to form an integral support, thus realizing the collapse prevention of the foundation.
Further, in order to increase the overall performance of the foundation and avoid the collapse of the side foundation, an L-shaped reinforcing plate 3 is further arranged on the outer side of the foundation 1, the L-shaped reinforcing plate 3 is fixed on the foundation 1 through a high-strength bolt 5, and an inclined strut 4 is arranged on the L-shaped reinforcing plate 3.
In addition, the upper reinforcing plate 6 and the L-shaped reinforcing plate 3 are buried through concrete or soil, the surface height of the foundation 1 after the burying is consistent with the burying height, the stability of the foundation edge and angle can be ensured, and local or whole collapse is avoided.
It is apparent that the above examples are given by way of illustration only and are not limiting of the embodiments. Other variations or modifications of the above teachings will be apparent to those of ordinary skill in the art. It is not necessary here nor is it exhaustive of all embodiments. While still being apparent from variations or modifications that may be made by those skilled in the art are within the scope of the utility model.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420618052.4U CN222120334U (en) | 2024-03-28 | 2024-03-28 | Foundation collapse-preventing reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420618052.4U CN222120334U (en) | 2024-03-28 | 2024-03-28 | Foundation collapse-preventing reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN222120334U true CN222120334U (en) | 2024-12-06 |
Family
ID=93684790
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420618052.4U Active CN222120334U (en) | 2024-03-28 | 2024-03-28 | Foundation collapse-preventing reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN222120334U (en) |
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2024
- 2024-03-28 CN CN202420618052.4U patent/CN222120334U/en active Active
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