CN219690496U - School civil engineering pile with reinforcing apparatus - Google Patents
School civil engineering pile with reinforcing apparatus Download PDFInfo
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- CN219690496U CN219690496U CN202320542565.7U CN202320542565U CN219690496U CN 219690496 U CN219690496 U CN 219690496U CN 202320542565 U CN202320542565 U CN 202320542565U CN 219690496 U CN219690496 U CN 219690496U
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- Prior art keywords
- bearing
- supporting
- ring
- pile
- pile body
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 13
- 230000000670 limiting effect Effects 0.000 claims description 30
- 239000002689 soil Substances 0.000 claims description 11
- 238000005219 brazing Methods 0.000 claims description 7
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 37
- 230000000694 effects Effects 0.000 description 5
- 238000005303 weighing Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a civil engineering construction pile with a reinforcing device, which comprises a pile body, wherein a bearing disc is horizontally and fixedly connected to the top of the pile body, the outer diameter of the bearing disc is larger than that of the pile body, a bearing ring and a supporting ring are sleeved on the pile body in a sliding manner, the bearing ring is positioned above the supporting ring, the bearing ring is connected with the supporting ring through a plurality of bearing rods, when the bottom end of the pile body is buried in the ground, the bearing disc can be pressed on the bearing ring, and a plurality of fastening nails for being nailed into the ground are connected to the supporting ring in a sliding manner. The bearing disc is supported by the bearing ring, the supporting ring and the plurality of bearing rods, and the supporting ring and the pile body are supported by the land, so that the area of the stress surface of the construction pile is effectively increased, the supporting stability of the construction pile is improved, and the bearing capacity of the construction pile is further improved.
Description
Technical Field
The utility model relates to the field of civil engineering piles, in particular to a school civil engineering pile with a reinforcing device.
Background
The construction pile is mainly applied to civil engineering and mainly plays a supporting role, and the construction pile is often required to bear large load.
The construction pile in the related art generally comprises a pile body which is vertically arranged, when the pile body needs to be built, the bottom end of the pile body is inserted into a pile hole reserved in the soil, and then the pile body is connected with the soil in a concrete pouring or soil filling mode.
However, when the pile body is fixed in the pile hole, the bottom end face of the pile body is supported only by virtue of soil layers or concrete at the bottom of the pile hole, and the stress face of the pile body is relatively small, so that the support effect of the pile body along the vertical direction is relatively poor, the bearing stability of the construction pile is affected, and the improvement is needed.
Disclosure of Invention
Aiming at the defects existing in the prior art, the utility model aims to provide a civil engineering construction pile with a reinforcing device for schools, which has the effect of improving the bearing stability of the construction pile.
The technical aim of the utility model is realized by the following technical scheme:
the utility model provides a school's civil engineering construction stake with reinforcing apparatus, includes the pile body, the horizontal fixedly connected with bearing dish in top of pile body, just the external diameter of bearing dish is greater than the external diameter of pile body, slip cap is equipped with bearing ring and holding ring on the pile body, the bearing ring is located the top of holding ring, just the bearing ring with the holding ring is connected through a plurality of bearing bars, works as in the bottom of pile body buries the soil, the bearing dish can be pressed on the bearing ring, just sliding connection has a plurality of fastening nails that are used for in the nail into the soil on the holding ring.
Through the technical scheme, when the construction pile is required to be built, the bottom end of the pile body is inserted into the pile hole, the bearing disc is pressed on the bearing ring, at the moment, the fastening nails are respectively nailed into the soil, and meanwhile, the bottom end of the pile body is poured through concrete, so that the construction pile can be built. The bearing disc is supported by the bearing ring, the supporting ring and the plurality of bearing rods, and the supporting ring and the pile body are supported by the land, so that the area of the bearing surface of the land and the construction pile is effectively increased, the supporting stability of the construction pile is improved, and the bearing capacity of the construction pile is improved.
Further, the upper surface of the bearing ring is provided with a step groove for clamping the bearing disc, and the upper surface of the bearing disc is flush with the upper surface of the bearing ring.
Through above-mentioned technical scheme, improve the surface area at construction stake top to make the construction stake can support great building, and can also improve the supporting stability to the building.
Further, a positioning column is fixedly connected to the lower surface of the bearing plate, and a positioning groove for the positioning column to clamp in is formed in the bottom of the step groove.
Through above-mentioned technical scheme, through the cooperation of reference column and constant head tank, improve spacing effect between load-bearing dish and the bearing ring, reduce both and take place relative pivoted risk to improve the structural stability of construction stake.
Further, the bearing rod comprises a supporting rod and a supporting cylinder, the supporting cylinder is vertically fixed on the supporting ring, the supporting rod is vertically fixed on the bearing ring, the supporting rod is in vertical sliding connection with the supporting cylinder, a limiting piece is arranged between the supporting rod and the supporting cylinder, and the limiting piece is used for limiting the sliding of the supporting rod.
Through above-mentioned technical scheme, through setting up the bearing pole that highly can adjust for the pile body of not co-altitude can be adapted to the dish of weighing, and then the improvement uses the suitability.
Further, the limiting piece comprises a limiting screw in threaded connection with the supporting cylinder, a plurality of limiting grooves are formed in the supporting rod, the limiting grooves are uniformly distributed along the length direction of the supporting rod, and the limiting grooves are used for the limiting screw to be in threaded fit.
Through above-mentioned technical scheme, in the spacing inslot of spacing screw in, can realize the locking to the bracing piece, in spacing screw follow spacing inslot and revolve out, can realize the unblock to the bracing piece to realize the high fast adjustment of bearing rod, and then improve work efficiency.
Further, the lateral wall of supporting ring is followed its circumferencial direction and is evenly fixedly connected with a plurality of supporting seats, every on the supporting seat all slide and wear to be equipped with a plurality of borer nails that are used for in the nail ground.
Through above-mentioned technical scheme, through setting up the supporting seat, improve the area of contact of holding ring and ground, further improve the supporting stability to the construction stake. Simultaneously, a plurality of borers nail can also improve the connection stability of soil and support ring, reduces the risk that the support ring appears shifting, and then improves the stability in use of construction stake.
Further, a plurality of the borers located on the same supporting seat are evenly distributed along the circumferential direction of the borers, and the borers are arranged in an inclined mode that the tops of the borers are close to each other and the bottoms of the borers are far away from each other.
Through above-mentioned technical scheme, improve the spacing effect to the vertical direction and the horizontal direction of supporting seat, reduce the supporting seat and appear risks such as shifting, effectively improve the risk of pile body slope, and then improve the stability in use of construction stake.
In summary, the utility model has the following beneficial effects:
1. the bearing disc is supported by the bearing ring, the supporting ring and the plurality of bearing rods, and the supporting ring and the pile body are supported by the land, so that the area of the stress surface of the construction pile is effectively increased, the supporting stability of the construction pile is improved, and the bearing capacity of the construction pile is further improved.
2. Through setting up the bearing pole that highly can adjust for the pile body of different height can be adapted to the dish of weighing, and then the suitability is used in the improvement.
3. Through setting up the supporting seat, improve the area of contact of holding ring and ground, further improve the supporting stability to the construction stake, simultaneously, a plurality of borer nails can also improve the connection stability of soil and holding ring, reduce the risk that the holding ring appears shifting, and then improve the stability in use of construction stake.
Drawings
FIG. 1 is a schematic view of the overall structure of the present embodiment;
fig. 2 is an enlarged schematic view of the area a in fig. 1.
Reference numerals: 1. a pile body; 2. a bearing plate; 3. a load-bearing ring; 4. a support ring; 5. a load-bearing rod; 51. a support rod; 52. a support cylinder; 6. fastening nails; 7. a step groove; 8. positioning columns; 9. a positioning groove; 10. a limiting piece; 101. a limit screw; 102. a limit groove; 11. a support base; 12. and (5) a drill nail.
Detailed Description
The present utility model will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, a civil engineering pile with reinforcement device for schools comprises a vertically arranged pile body 1, wherein a bearing plate 2 is horizontally and fixedly connected to the top of the pile body 1, and the outer diameter of the bearing plate 2 is larger than that of the pile body 1.
Referring to fig. 1 and 2, a bearing ring 3 and a supporting ring 4 are slidably sleeved on a pile body 1, the bearing ring 3 is located above the supporting ring 4, and the bearing ring 3 is connected with the supporting ring 4 through a plurality of bearing rods 5. When the bottom end of the pile body 1 is buried in the ground, the bearing plate 2 can be pressed on the bearing ring 3, and the supporting ring 4 is connected with a plurality of fastening nails 6 for being nailed into the ground in a sliding manner.
When the construction pile is required to be built, the bottom end of the pile body 1 is inserted into the pile hole, the bearing disc 2 is pressed on the bearing ring 3, at the moment, the fastening nails 6 are respectively nailed into the soil, and meanwhile, the bottom end of the pile body 1 is poured through concrete, so that the construction pile can be built.
The bearing disc 2 is supported by the bearing ring 3, the supporting ring 4 and the plurality of bearing rods 5, and the supporting ring 4 and the pile body 1 are supported by the land, so that the area of the bearing surface of the land and the construction pile is effectively increased, the supporting stability of the construction pile is improved, and the bearing capacity of the construction pile is further improved.
Referring to fig. 1 and 2, the upper surface of the bearing ring 3 is provided with a stepped groove 7 into which the bearing plate 2 is caught, and the upper surface of the bearing plate 2 is flush with the upper surface of the bearing ring 3 to increase the surface area of the top of the construction pile, thereby enabling the construction pile to support a larger building and also improving the support stability of the building.
Referring to fig. 1 and 2, the lower fixed surface of bearing dish 2 is connected with reference column 8, and constant head tank 9 that supplies reference column 8 card to go into is seted up to the tank bottom of step groove 7, through the cooperation of reference column 8 and constant head tank 9, improves spacing effect between bearing dish 2 and the bearing ring 3, reduces two and takes place relative pivoted risk to improve the structural stability of construction stake.
Referring to fig. 1 and 2, the load-bearing rod 5 includes a support rod 51 and a support cylinder 52, the support cylinder 52 is vertically fixed on the support ring 4, the support rod 51 is vertically fixed on the load-bearing ring 3, and the support rod 51 is vertically slidably connected with the support cylinder 52. Meanwhile, a limiting piece 10 is arranged between the supporting rod 51 and the supporting cylinder 52, and the limiting piece 10 is used for limiting the sliding of the supporting rod 51.
Referring to fig. 1 and 2, the limiting member 10 includes a limiting screw 101 screwed on the supporting cylinder 52, a plurality of limiting grooves 102 are formed in the supporting rod 51, the plurality of limiting grooves 102 are uniformly distributed along the length direction of the supporting rod 51, and the limiting grooves 102 are used for the limiting screw 101 to be screwed.
When the limit screw 101 is screwed into the limit groove 102, the support rod 51 can be locked, and when the limit screw 101 is screwed out of the limit groove 102, the support rod 51 can be unlocked, so that the height of the bearing rod 5 can be quickly adjusted, and the weighing disc can be adapted to pile bodies 1 with different heights.
Referring to fig. 1 and 2, the sidewall of the support ring 4 is uniformly and fixedly connected with a plurality of support seats 11 along the circumferential direction thereof, and a plurality of drill nails 12 for being nailed into the ground are slidably arranged on each support seat 11. By arranging the supporting seat 11, the contact area between the supporting ring 4 and the ground is increased, and the supporting stability of the construction pile is further improved. Meanwhile, the plurality of the brazing nails 12 can improve the connection stability of the land and the support ring 4, reduce the risk of displacement of the support ring 4 and further improve the use stability of the construction pile.
Referring to fig. 1 and 2, a plurality of brazing nails 12 located on the same supporting seat 11 are evenly distributed along the circumferential direction of the supporting seat, and the brazing nails 12 are arranged in an inclined mode that the tops of the brazing nails are close to each other and the bottoms of the brazing nails are far away from each other, so that the limiting effect on the vertical direction and the horizontal direction of the supporting seat 11 is improved, risks of shifting and the like of the supporting seat 11 are reduced, and the risk of inclination of the pile body 1 is effectively improved.
The present embodiment is only for explanation of the present utility model and is not to be construed as limiting the present utility model, and modifications to the present embodiment, which may not creatively contribute to the present utility model as required by those skilled in the art after reading the present specification, are all protected by patent laws within the scope of claims of the present utility model.
Claims (7)
1. School's civil engineering stake with reinforcing apparatus, including pile body (1), its characterized in that: the pile comprises a pile body (1), wherein a bearing disc (2) is fixedly connected to the top of the pile body (1) horizontally, the outer diameter of the bearing disc (2) is larger than that of the pile body (1), a bearing ring (3) and a supporting ring (4) are sleeved on the pile body (1) in a sliding mode, the bearing ring (3) is located above the supporting ring (4), the bearing ring (3) is connected with the supporting ring (4) through a plurality of bearing rods (5), the pile body (1) is buried in the ground at the bottom end, the bearing disc (2) can be pressed on the bearing ring (3), and a plurality of fastening nails (6) used for being nailed in the ground are connected to the supporting ring (4) in a sliding mode.
2. The school civil engineering pile with reinforcing apparatus according to claim 1, wherein: the upper surface of the bearing ring (3) is provided with a step groove (7) for clamping the bearing disc (2), and the upper surface of the bearing disc (2) is flush with the upper surface of the bearing ring (3).
3. The school civil engineering pile with reinforcing apparatus according to claim 2, wherein: the lower surface of the bearing plate (2) is fixedly connected with a positioning column (8), and a positioning groove (9) for clamping the positioning column (8) is formed in the bottom of the step groove (7).
4. The school civil engineering pile with reinforcing apparatus according to claim 1, wherein: the bearing rod (5) comprises a supporting rod (51) and a supporting cylinder (52), the supporting cylinder (52) is vertically fixed on the supporting ring (4), the supporting rod (51) is vertically fixed on the bearing ring (3), the supporting rod (51) is vertically connected with the supporting cylinder (52) in a sliding mode, a limiting piece (10) is arranged between the supporting rod (51) and the supporting cylinder (52), and the limiting piece (10) is used for limiting the sliding of the supporting rod (51).
5. The school civil engineering pile with reinforcing apparatus according to claim 4, wherein: the limiting piece (10) comprises limiting screws (101) which are connected onto the supporting cylinder (52) in a threaded mode, a plurality of limiting grooves (102) are formed in the supporting rod (51), the limiting grooves (102) are uniformly distributed along the length direction of the supporting rod (51), and the limiting grooves (102) are used for the limiting screws (101) to be in threaded fit.
6. The school civil engineering pile with reinforcing apparatus according to claim 1, wherein: the side wall of the support ring (4) is uniformly and fixedly connected with a plurality of support seats (11) along the circumferential direction, and a plurality of drill nails (12) used for being nailed into the soil are arranged on each support seat (11) in a sliding and penetrating mode.
7. The school civil engineering pile with reinforcing apparatus according to claim 6, wherein: the plurality of the brazing nails (12) positioned on the same supporting seat (11) are uniformly distributed along the circumferential direction of the supporting seat, and the plurality of the brazing nails (12) are obliquely arranged with the top parts close to each other and the bottom parts far away from each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320542565.7U CN219690496U (en) | 2023-03-16 | 2023-03-16 | School civil engineering pile with reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320542565.7U CN219690496U (en) | 2023-03-16 | 2023-03-16 | School civil engineering pile with reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219690496U true CN219690496U (en) | 2023-09-15 |
Family
ID=87944284
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320542565.7U Active CN219690496U (en) | 2023-03-16 | 2023-03-16 | School civil engineering pile with reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219690496U (en) |
-
2023
- 2023-03-16 CN CN202320542565.7U patent/CN219690496U/en active Active
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