CN219825341U - Pile foundation anti-sedimentation device - Google Patents
Pile foundation anti-sedimentation device Download PDFInfo
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- CN219825341U CN219825341U CN202320869861.8U CN202320869861U CN219825341U CN 219825341 U CN219825341 U CN 219825341U CN 202320869861 U CN202320869861 U CN 202320869861U CN 219825341 U CN219825341 U CN 219825341U
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- pile foundation
- fixedly connected
- reinforcing
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- 238000004062 sedimentation Methods 0.000 title claims abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 47
- 238000013016 damping Methods 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000011229 interlayer Substances 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 abstract description 14
- 239000002689 soil Substances 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 4
- 238000005728 strengthening Methods 0.000 abstract description 2
- 230000035939 shock Effects 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to the technical field of pile foundations and discloses a pile foundation anti-sedimentation device, which comprises a base, wherein the upper end of the base is fixedly connected with a damping component, the upper end of the damping component is fixedly connected with a fixing plate, the upper end of the fixing plate is fixedly connected with a pile foundation main body, the bottom of the surface of the pile foundation main body is connected with a sleeve through a high-strength bolt thread, both sides of the surface of the sleeve are fixedly connected with reinforcing components, and the surface of the pile foundation main body is fixedly connected with a ground fixing plate. This pile foundation anti-settling device, through the setting of strengthening the subassembly, twist and move high-strength bolt, consolidate sleeve pipe and pile foundation main part, and then laminate the foundation both sides with the reinforcement piece, twist and move the reinforcement bolt, it is fixed with the reinforcement piece, reinforcement piece and reinforcing rod carry out the bearing to the pile foundation main part, reduce pile foundation main part decurrent power, twist and move ground connection bolt, be connected ground fixed plate and foundation top surface both sides soil to reached the effect that reduces pile foundation main part subsides.
Description
Technical Field
The utility model relates to the technical field of pile foundations, in particular to a pile foundation anti-sedimentation device.
Background
The pile foundation is a deep foundation formed by piles and pile caps connected with the tops of the piles or a single pile foundation formed by connecting the piles with the pile foundations. If the pile body is buried in the soil, the bottom surface of the bearing platform is contacted with the soil, the pile body is called a low bearing platform pile foundation; if the pile body upper portion is exposed to the ground and the pile cap bottom is located above the ground, the pile body is referred to as a high pile cap. Building piles are typically low pile foundations. In high-rise buildings, pile foundations are widely used. In the construction process, the pile foundation is settled, so that engineering accidents can be caused, and the problem of pile foundation settlement is to be solved urgently.
The pile foundation anti-sedimentation device disclosed in the Chinese patent application publication No. CN207987945U is arranged at the contact part of the pile foundation and the ground, and the pile foundation sedimentation is avoided in a ground supporting mode, so that the relative fixation of the pile foundation and the ground is ensured, and the problem that the pile foundation sedimentation occurs due to overlarge stress load caused by the reduction of side friction resistance at the bottom of the pile foundation is effectively avoided.
However, this pile foundation anti-settling device has the following drawbacks: the pile foundation main body is not easy to buffer and shock-absorb, and when the pile foundation main body is subjected to external force vibration, the structure is easy to be unstable, and the safety and the service life are affected.
Disclosure of Invention
(one) solving the technical problems
Aiming at the defects of the prior art, the utility model provides a pile foundation anti-sedimentation device, which solves the problem that the pile foundation main body is not easy to buffer and shock-absorb in the background art.
(II) technical scheme
In order to achieve the above purpose, the utility model is realized by the following technical scheme: the utility model provides a pile foundation anti-sedimentation device, includes the base, the upper end fixedly connected with damper of base, damper's upper end fixedly connected with fixed plate, the upper end fixedly connected with pile foundation main part of fixed plate, the bottom on pile foundation main part surface is through the equal fixedly connected with reinforcing assembly in both sides on sleeve pipe surface, pile foundation main part's fixed surface has ground fixed plate.
Optionally, four fixing holes are formed in the periphery of the top surface of the base in a rectangular array, and fixing bolts penetrate through internal threads of the fixing holes.
Optionally, the damper comprises an A rubber block fixed at the upper end of the base, wherein an interlayer steel plate is fixedly connected to the top surface of the A rubber block, and a B rubber block is fixedly connected to the top surface of the interlayer steel plate.
Optionally, the reinforcement assembly includes the reinforcing rod that is fixed in sleeve pipe surface both sides, the one end fixedly connected with reinforcement piece of reinforcing rod.
Optionally, four reinforcing holes are formed in the periphery of the surface of the reinforcing sheet in a rectangular array, and reinforcing bolts penetrate through internal threads of the reinforcing holes.
Optionally, four grounding holes are formed in the periphery of the top surface of the ground fixing plate in a rectangular array, and grounding bolts penetrate through internal threads of the grounding holes.
(III) beneficial effects
The utility model provides a pile foundation anti-sedimentation device, which has the following beneficial effects:
1. this pile foundation anti-settling device, through the setting of strengthening the subassembly, twist and move high-strength bolt, consolidate sleeve pipe and pile foundation main part, and then laminate the foundation both sides with the reinforcement piece, twist and move the reinforcement bolt, it is fixed with the reinforcement piece, reinforcement piece and reinforcing rod carry out the bearing to the pile foundation main part, reduce pile foundation main part decurrent power, twist and move ground connection bolt, be connected ground fixed plate and foundation top surface both sides soil to reached the effect that reduces pile foundation main part subsides.
2. This pile foundation anti-settling device, through damper's setting, when pile foundation main part received the vibration force, A rubber piece and B rubber piece produced deformation, cushion the shock attenuation with the vibration force that pile foundation main part received, avoid the pile foundation main part to cause unstability because of the vibration force, influence safety and life.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of a shock absorbing assembly according to the present utility model;
FIG. 3 is a schematic view of a reinforcement assembly according to the present utility model;
fig. 4 is a schematic view of a floor fixing plate structure according to the present utility model.
In the figure: 1. a base; 2. a shock absorbing assembly; 201. a, a rubber block; 202. a sandwich steel plate; 203. b, rubber blocks; 3. a fixing plate; 4. a pile foundation main body; 5. a high-strength bolt; 6. a sleeve; 7. a reinforcement assembly; 701. a reinforcing rod; 702. a reinforcing sheet; 8. a ground fixing plate; 9. a fixing bolt; 10. reinforcing bolts; 11. and (5) grounding bolts.
Detailed Description
The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. 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.
Referring to fig. 1 to 4, the present utility model provides a technical solution: the utility model provides a pile foundation anti-sedimentation device, the on-line screen storage device comprises a base 1, the upper end fixedly connected with damper 2 of damper 1, through damper 2's setting, when pile foundation main part 4 receives the shake power, A rubber piece 201 and B rubber piece 203 produce deformation, cushion the shake power that pile foundation main part 4 received and shock-absorb, avoid pile foundation main part 4 to cause instability because of the shake power, influence safety and life, damper 2's upper end fixedly connected with fixed plate 3, the upper end fixedly connected with pile foundation main part 4 of fixed plate 3, pile foundation main part 4 surface's bottom is through the sleeve pipe 6 of high strength bolt 5 threaded connection, sleeve pipe 6 both sides on surface all fixedly connected with reinforcing component 7, through the setting of reinforcing component 7, twist high strength bolt 5, consolidate sleeve pipe 6 and pile foundation main part 4, and then laminate reinforcement piece 702 both sides on the foundation, twist reinforcing bolt 10, fix reinforcement piece 702 and reinforcing rod 701 support pile foundation main part 4, reduce pile foundation main part 4 decurrent power, twist ground bolt 11, ground plate 8 and pile foundation top surface soil are connected, thereby the fixed surface of foundation main part 4 has reached and subsided the fixed effect of the fixed surface of main part 4 is reduced;
four fixing holes are formed in the periphery of the top surface of the base 1 in a rectangular array, fixing bolts 9 penetrate through internal threads of the fixing holes, and the fixing bolts 9 play a role in fixing the base 1;
the damping component 2 comprises an A rubber block 201 fixed at the upper end of the base 1, an interlayer steel plate 202 is fixedly connected to the top surface of the A rubber block 201, a B rubber block 203 is fixedly connected to the top surface of the interlayer steel plate 202, and when the pile foundation main body 4 receives vibration force, the A rubber block 201 and the B rubber block 203 deform through the arrangement of the damping component 2, so that the vibration force received by the pile foundation main body 4 is buffered and damped, and the instability of the pile foundation main body 4 caused by the vibration force is avoided, and the safety and the service life are influenced;
the reinforcing component 7 comprises reinforcing rods 701 fixed on two sides of the surface of the sleeve 6, one end of each reinforcing rod 701 is fixedly connected with a reinforcing plate 702, the sleeve 6 and the pile foundation main body 4 are reinforced by screwing the high-strength bolts 5 through the arrangement of the reinforcing component 7, the reinforcing plates 702 are attached to two sides of a foundation, the reinforcing bolts 10 are screwed, the reinforcing plates 702 are fixed, the pile foundation main body 4 is supported by the reinforcing plates 702 and the reinforcing rods 701, downward force of the pile foundation main body 4 is reduced, the grounding bolts 11 are screwed, and the ground fixing plates 8 are connected with soil on two sides of the top surface of the foundation, so that the effect of reducing sedimentation of the pile foundation main body 4 is achieved;
four reinforcing holes are formed in the periphery of the surface of the reinforcing sheet 702 in a rectangular array, reinforcing bolts 10 penetrate through internal threads of the reinforcing holes, and the reinforcing sheet 702 is fixed through the arrangement of the reinforcing bolts 10;
four grounding holes are formed in the periphery of the top surface of the ground fixing plate 8 in a rectangular array, grounding bolts 11 penetrate through internal threads of the grounding holes, and the ground fixing plate 8 is fixed through the arrangement of the grounding bolts 11.
In the utility model, the working steps of the device are as follows:
1. screwing the high-strength bolts 5 to strengthen the sleeve 6 and the pile foundation main body 4, further attaching the reinforcing plates 702 to two sides of a foundation, screwing the reinforcing bolts 10 to fix the reinforcing plates 702, and supporting the pile foundation main body 4 by the reinforcing plates 702 and the reinforcing rods 701 to reduce downward force of the pile foundation main body 4;
2. the ground bolts 11 are screwed to connect the ground fixing plates 8 with soil on two sides of the top surface of the foundation, so that the settlement of the pile foundation main body 4 is reduced;
3. when pile foundation main part 4 receives the shake power, A rubber piece 201 and B rubber piece 203 produce deformation, cushion the shock attenuation with the shake power that pile foundation main part 4 received, avoid pile foundation main part 4 to cause unstability because of the shake power, influence safety and life.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. Pile foundation anti-sedimentation device, including base (1), its characterized in that: the high-strength pile foundation is characterized in that the upper end of the base (1) is fixedly connected with the damping component (2), the upper end of the damping component (2) is fixedly connected with the fixing plate (3), the upper end of the fixing plate (3) is fixedly connected with the pile foundation main body (4), the bottom of the surface of the pile foundation main body (4) is connected with the sleeve (6) through the high-strength bolt (5) in a threaded manner, two sides of the surface of the sleeve (6) are fixedly connected with the reinforcing component (7), and the surface of the pile foundation main body (4) is fixedly connected with the ground fixing plate (8).
2. A pile foundation anti-settling device as claimed in claim 1, wherein: four fixing holes are formed in the periphery of the top surface of the base (1) in a rectangular array, and fixing bolts (9) penetrate through internal threads of the fixing holes.
3. A pile foundation anti-settling device as claimed in claim 1, wherein: the damping component (2) comprises an A rubber block (201) fixed at the upper end of the base (1), wherein an interlayer steel plate (202) is fixedly connected to the top surface of the A rubber block (201), and a B rubber block (203) is fixedly connected to the top surface of the interlayer steel plate (202).
4. A pile foundation anti-settling device as claimed in claim 1, wherein: the reinforcing component (7) comprises reinforcing rods (701) fixed on two sides of the surface of the sleeve (6), and one ends of the reinforcing rods (701) are fixedly connected with reinforcing sheets (702).
5. The pile foundation anti-settling device of claim 4, wherein: four reinforcing holes are formed in the periphery of the surface of the reinforcing sheet (702) in a rectangular array, and reinforcing bolts (10) penetrate through internal threads of the reinforcing holes.
6. A pile foundation anti-settling device as claimed in claim 1, wherein: four grounding holes are formed in the periphery of the top surface of the ground fixing plate (8) in a rectangular array, and grounding bolts (11) penetrate through internal threads of the grounding holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320869861.8U CN219825341U (en) | 2023-04-18 | 2023-04-18 | Pile foundation anti-sedimentation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320869861.8U CN219825341U (en) | 2023-04-18 | 2023-04-18 | Pile foundation anti-sedimentation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219825341U true CN219825341U (en) | 2023-10-13 |
Family
ID=88284953
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320869861.8U Active CN219825341U (en) | 2023-04-18 | 2023-04-18 | Pile foundation anti-sedimentation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219825341U (en) |
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2023
- 2023-04-18 CN CN202320869861.8U patent/CN219825341U/en active Active
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