CN220352778U - Geological disaster easily-occurring ground foundation reinforcing structure - Google Patents
Geological disaster easily-occurring ground foundation reinforcing structure Download PDFInfo
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- CN220352778U CN220352778U CN202320864059.XU CN202320864059U CN220352778U CN 220352778 U CN220352778 U CN 220352778U CN 202320864059 U CN202320864059 U CN 202320864059U CN 220352778 U CN220352778 U CN 220352778U
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- sleeve
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- 230000003014 reinforcing effect Effects 0.000 title description 3
- 238000007493 shaping process Methods 0.000 claims abstract description 20
- 210000001503 joint Anatomy 0.000 claims description 14
- 244000309464 bull Species 0.000 claims description 5
- 230000006641 stabilisation Effects 0.000 claims description 5
- 238000011105 stabilization Methods 0.000 claims description 5
- 239000011159 matrix material Substances 0.000 claims description 3
- 241000309551 Arthraxon hispidus Species 0.000 claims 2
- 230000002787 reinforcement Effects 0.000 abstract description 8
- 238000011900 installation process Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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Abstract
The utility model discloses a foundation reinforcement structure for a geological disaster incident place, which comprises a supporting column, a sleeve and a shaping rod, wherein the sleeve is fixedly sleeved on the surface of the supporting column and close to the upper end and the lower end, and a locking piece is movably installed in the sleeve. According to the foundation reinforcement structure for the geological disaster easily-occurring place, through the mode that the sleeve piece, the locking piece and the shaping rod are matched with each other, after the supporting columns are installed at the bottom of the foundation, the two ends of the shaping rod are respectively inserted into the sleeve piece inserting grooves on the two supporting columns, then the knob of the locking piece is rotated, the rotating rod rotates, the two lifting plates are enabled to be close to each other until the locking piece of the lifting plate is embedded into the locking groove of the shaping rod, at the moment, the shaping rod is fixed with the supporting columns, and therefore the two supporting columns can be stably connected together through the shaping rod, so that the shock resistance of the supporting columns is enhanced, and fastening bolts are not needed in the installation process.
Description
Technical Field
The utility model relates to the technical field of foundation reinforcement, in particular to a foundation reinforcement structure for a geological disaster-prone place.
Background
The foundation is a soil layer below the bottom surface of the foundation, which bears the load of the building transmitted by the foundation to generate stress and strain, and is the foundation for successful construction of the building.
However, the foundation at the present stage has some defects, the support columns are installed at the bottom of the foundation, so that the stability of the foundation can be increased, but the support columns are separated from each other and are not connected, so that the support force of the support columns to the foundation is not concentrated enough, and in areas where geological disasters easily occur, the individual support columns are easy to incline when earthquake occurs, so that the overall support force of the support columns to the foundation can be influenced, and the stability of the foundation is not improved.
Disclosure of Invention
The utility model mainly aims to provide a foundation reinforcing structure for a geological disaster area, which can effectively solve the technical problems in the background technology.
In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:
the utility model provides a geological disaster is ground reinforced structure easily, includes support post, external member and design pole, the surface of support post just is close to upper end and the fixed cover of lower extreme and is equipped with the external member, the inside movable mounting of external member has the locking piece.
Preferably, the external surface fixed mounting of external member has the butt joint, the slot has been seted up to the inside of butt joint, the inside upper surface and the lower surface of slot have seted up and have inlayed the groove.
Preferably, the number of the butt joints is four, the four butt joints are distributed on the outer surface of the sleeve in a matrix mode, and one end of the shaping rod is embedded in the slot.
Preferably, clamping grooves are formed in the surfaces of the two ends of the shaping rod, and locking grooves are formed in the upper surface and the lower surface of the two ends of the shaping rod and located on the two sides of the clamping grooves.
Preferably, the lock comprises knob, bull stick and lifter plate, the lower surface fixed mounting of knob has the bull stick, the surface and the being located of bull stick are equipped with the screw thread with the lower extreme, the rotation direction of screw thread is opposite.
Preferably, the knob is movably mounted on the upper surface of the butt joint, and the lower end of the rotating rod penetrates through the clamping groove and extends into the embedded groove on the lower surface inside the slot.
Preferably, the lifting plate is fixedly installed with locking blocks on the opposite surfaces and close to the two ends, the lifting plate is embedded in the embedded groove, and the locking blocks are embedded in the locking groove.
Compared with the prior art, the utility model has the following beneficial effects:
according to the utility model, through the mode that the sleeve piece, the locking piece and the shaping rod are mutually matched, after the supporting columns are installed at the bottom of the foundation, the two ends of the shaping rod are respectively inserted into the sleeve piece slots on the two supporting columns, then the knob of the locking piece is rotated, so that the rotating rod rotates, the two lifting plates are mutually close until the locking piece of the lifting plate is embedded in the locking groove of the shaping rod, and thus the two supporting columns can be stably connected together by the shaping rod, the shock resistance of the supporting columns is enhanced, and fastening bolts are not needed in the installation process.
Drawings
FIG. 1 is a one-sided overall structure diagram of a foundation stabilization structure at a site susceptible to a geological disaster in accordance with the present utility model;
FIG. 2 is a diagram of the whole structure of the other side of the foundation reinforcement structure at the site of a geological disaster;
FIG. 3 is a block diagram of a modular pole of the foundation stabilization structure at the point of occurrence of a geological disaster according to the present utility model;
fig. 4 is a block diagram of a foundation reinforcement structure at a site where a geological disaster is likely to occur.
In the figure: 1. a support column; 2. a kit; 201. butt joint; 202. a slot; 203. a groove is embedded; 3. a locking piece; 301. a knob; 302. a rotating rod; 303. a lifting plate; 304. a locking piece; 4. a shaping rod; 401. a clamping groove; 402. a locking groove.
Detailed Description
The utility model is further described in connection with the following detailed description, in order to make the technical means, the creation characteristics, the achievement of the purpose and the effect of the utility model easy to understand.
The foundation reinforcement structure for the geological disaster incident area comprises a support column 1, a sleeve member 2 and a shaping rod 4, wherein the sleeve member 2 is fixedly sleeved on the surface of the support column 1 and close to the upper end and the lower end, and a locking piece 3 is movably installed in the sleeve member 2.
The external surface of the sleeve 2 is fixedly provided with a butt joint 201, the inside of the butt joint 201 is provided with a slot 202, and the upper surface and the lower surface of the inside of the slot 202 are provided with embedded grooves 203; the number of the butt joints 201 is four, the four butt joints 201 are distributed on the outer surface of the sleeve 2 in a matrix shape, and one end of the shaping rod 4 is embedded in the slot 202; clamping grooves 401 are formed in the surfaces of the two ends of the shaping rod 4, locking grooves 402 are formed in the upper surface and the lower surface of the two ends of the shaping rod 4 and located on the two sides of the clamping grooves 401, and one end of the shaping rod 4 can be locked in the slot 202 through the matching of the locking grooves 402 and the locking blocks 304; the lock 3 consists of a knob 301, a rotating rod 302 and lifting plates 303, the rotating rod 302 is fixedly arranged on the lower surface of the knob 301, threads are arranged on the surface of the rotating rod 302 and positioned at the upper end and the lower end, the rotating directions of the threads are opposite, and the rotating rod 302 can promote the two lifting plates 303 to be close to and far away from each other; the knob 301 is movably installed on the upper surface of the butt joint 201, the lower end of the rotating rod 302 passes through the clamping groove 401 and extends into the embedded groove 203 on the lower surface inside the slot 202, and the clamping groove 401 can prevent the fixed rod 4 from being blocked by the rotating rod 302 when being inserted into the slot 202; the opposite surfaces of the lifting plate 303 are fixedly provided with locking blocks 304 near two ends, the lifting plate 303 is embedded in the embedded groove 203, the locking blocks 304 are embedded in the locking grooves 402, and the embedded groove 203 can accommodate the lifting plate 303 when not in use.
It should be noted that, in the present utility model, when the foundation reinforcement structure is used, after the support columns 1 are installed at the bottom of the foundation, two ends of the fixing rod 4 are respectively inserted into the slots 202 of the sleeve members 2 on the two support columns 1, and then the knob 301 of the locking member 3 is rotated, so that the rotating rod 302 rotates, the rotating rod 302 causes the two lifting plates 303 to approach each other until the locking piece 304 of the lifting plate 303 is embedded in the locking groove 402 of the fixing rod 4, so that the two support columns 1 can be stably connected together by using the fixing rod 4, thereby enhancing the shock resistance of the support columns 1, and no fastening bolts are needed in the installation process.
The foregoing has shown and described the basic principles and main features of the present utility model and the advantages of the present utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (4)
1. A geological disaster is incident ground reinforced structure, its characterized in that: including strut post (1), external member (2) and design pole (4), the fixed cover in surface and being close to upper end and lower extreme of strut post (1) is equipped with external member (2), the inside movable mounting of external member (2) has latch (3), the surface fixed mounting of external member (2) has butt joint head (201), slot (202) have been seted up to the inside of butt joint head (201), inlay groove (203) have been seted up to the inside upper surface and the lower surface of slot (202), draw-in groove (401) have been seted up at the both ends surface of design pole (4), locked groove (402) have been seted up at both ends upper surface and the lower surface of design pole (4) and are located the both sides of draw-in groove (401), latch (3) are constituteed by knob (301), bull stick (302) and lifter plate (303), the lower surface fixed mounting of knob (301) has bull stick (302) on the surface and be located upper end and lower extreme and be equipped with the screw thread, the rotation direction of screw thread is opposite.
2. A geological disaster-prone foundation stabilization structure according to claim 1, wherein: the number of the butt joints (201) is four, the four butt joints (201) are distributed on the outer surface of the sleeve member (2) in a matrix mode, and one end of the shaping rod (4) is embedded in the slot (202).
3. A geological disaster-prone foundation stabilization structure according to claim 2, wherein: the knob (301) is movably arranged on the upper surface of the butt joint (201), and the lower end of the rotating rod (302) penetrates through the clamping groove (401) and extends into the embedded groove (203) on the lower surface of the inside of the slot (202).
4. A geological disaster-prone foundation stabilization structure according to claim 3, wherein: the lifting plate (303) is fixedly mounted with locking blocks (304) on opposite surfaces and close to two ends, the lifting plate (303) is embedded in the embedded groove (203), and the locking blocks (304) are embedded in the locking grooves (402).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320864059.XU CN220352778U (en) | 2023-04-18 | 2023-04-18 | Geological disaster easily-occurring ground foundation reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320864059.XU CN220352778U (en) | 2023-04-18 | 2023-04-18 | Geological disaster easily-occurring ground foundation reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220352778U true CN220352778U (en) | 2024-01-16 |
Family
ID=89501087
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320864059.XU Active CN220352778U (en) | 2023-04-18 | 2023-04-18 | Geological disaster easily-occurring ground foundation reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220352778U (en) |
-
2023
- 2023-04-18 CN CN202320864059.XU patent/CN220352778U/en active Active
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