CN219862765U - Pile body is consolidated to subsidence foundation - Google Patents
Pile body is consolidated to subsidence foundation Download PDFInfo
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- CN219862765U CN219862765U CN202320764441.3U CN202320764441U CN219862765U CN 219862765 U CN219862765 U CN 219862765U CN 202320764441 U CN202320764441 U CN 202320764441U CN 219862765 U CN219862765 U CN 219862765U
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- 230000007246 mechanism Effects 0.000 claims abstract description 11
- 238000009434 installation Methods 0.000 claims description 19
- 230000006835 compression Effects 0.000 claims description 11
- 238000007906 compression Methods 0.000 claims description 11
- 230000006978 adaptation Effects 0.000 claims description 2
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 230000006641 stabilisation Effects 0.000 claims 5
- 238000011105 stabilization Methods 0.000 claims 5
- 239000004744 fabric Substances 0.000 abstract description 15
- 238000010276 construction Methods 0.000 abstract description 13
- 230000000694 effects Effects 0.000 abstract description 11
- 239000002689 soil Substances 0.000 abstract description 8
- 239000004575 stone Substances 0.000 abstract description 8
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 238000004140 cleaning Methods 0.000 abstract description 3
- 230000009471 action Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 abstract 1
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 7
- 235000017491 Bambusa tulda Nutrition 0.000 description 7
- 241001330002 Bambuseae Species 0.000 description 7
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 7
- 239000011425 bamboo Substances 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 7
- 238000010030 laminating Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a settlement foundation reinforcement pile body, which belongs to the technical field of foundation reinforcement piles, and aims at solving the problems that after rainwater passes manually, stone and buried soil are required to be cleaned on waterproof cloth laboriously, the waterproof cloth can be taken from a filling pile, the actual operation is time-consuming and laborious, and the working efficiency is poor; according to the utility model, through the arrangement of the rainproof mechanism, after rainwater is over, the fixing effect on the rain cover is relieved only by utilizing the locking part, the rain cover can be actively reset and deflected under the action of the elastic rotation supply part, and the shielding of the opening of the main body of the filling pile is automatically relieved, so that the waterproof cloth in the traditional technology is effectively replaced, the manual cleaning operation of stones and buried soil is not required to be carried out in a laborious manner after the rainwater is over, the construction can be rapidly continued by workers after the rainwater is over, the working efficiency is improved, and the practicability is enhanced.
Description
Technical Field
The utility model belongs to the technical field of foundation reinforcement piles, and particularly relates to a sedimentation foundation reinforcement pile body.
Background
The building foundation plays a decisive role in the stability of the building as the bottommost foundation of the building, if the foundation is unevenly settled, the overall stability of the building can be affected, in the prior art, the main measure adopted for preventing the uneven settlement is the setting of the bored pile, and the bored pile is uniformly arranged in the foundation, so that the foundation is composed of the soil which is easy to deform and the concrete bored pile.
In the construction process of actual bored concrete pile, in order to prevent when rainy day is seasonal, rainwater gets into the inside follow-up construction that influences of precast bored concrete pile, can add at the end position of bored concrete pile and establish waterproof cloth, utilize waterproof cloth sealed treatment bored concrete pile, from the reality appears, prior art is in order to guarantee waterproof cloth at the steadiness of bored concrete pile end, can adopt stone suppression or the fixed waterproof cloth of mode of burying soil generally, although it can play certain fixed effect, but when the rainwater needs the secondary construction afterwards, artifical needs to carry out stone and buried cleaning operation on waterproof cloth laboriously, just can remove waterproof cloth's fixed, take waterproof cloth from the bored concrete pile pipe, its practical operation wastes time and energy, moreover, influence work efficiency is relatively poor.
Therefore, a pile body is reinforced by a settlement foundation, the problems that in the prior art, after rainwater passes, a worker needs to laboriously carry out stone and buried soil cleaning operation on waterproof cloth, the waterproof cloth can be taken from a filling pile, the actual operation is time-consuming and laborious, and the work efficiency is poor are solved.
Disclosure of Invention
The utility model aims to provide a pile body for reinforcing a subsided foundation, which solves the problems in the prior art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: a pile body for reinforcing a settlement foundation comprises a cast-in-place pile body and a rainproof mechanism arranged at the end part of the cast-in-place pile body;
the rainproof mechanism comprises a mounting ring sleeved on the outer wall of the cast-in-place pile body in a circular ring shape, a rainproof cover attached to the open end of the cast-in-place pile body, an elastic rotation supply part arranged on one side of the rainproof cover and a locking part arranged on the other side of the rainproof cover.
In the scheme, the elastic rotation supplying component comprises a torsion cylinder, a fixing rod and a torsion spring, wherein the torsion cylinder is vertically arranged on one side of the top surface of the mounting ring and fixedly connected with the whole body of the rain cover, the fixing rod is vertically arranged in the inner side of the torsion cylinder, the torsion spring is sleeved on the rod body of the fixing rod, and the bottom end of the fixing rod is vertically fixed on the top surface of the mounting ring.
It is further worth to say that, locking part including be L form be fixed in the mounting bracket of collar top surface opposite side, set up in the mounting bracket inboard and with the fixed block that hides the global opposite side looks rigid coupling of rain cover, inside be the cavity vertical fixation with movable box on the mounting bracket and slide set up in the inserted bar in the movable box is inboard, the fixed orifices with inserted bar looks adaptation have been seted up to the end of fixed block, the one end of inserted bar penetrates in the mounting bracket is inboard and extend to in the fixed orifices, the other end of inserted bar wears out the movable box and is fixed with the pull rod.
It should be further noted that the insert rod is located on the rod body inside the movable box and is sleeved with a compression spring, one end of the compression spring is fixedly connected with a sliding plate, the sliding plate is fixedly sleeved on the rod body of the insert rod, and the other end of the compression spring is fixedly connected with the innermost inner wall of the movable box.
As a preferred implementation mode, a mounting cylinder is vertically fixed on the bottom surface of the mounting ring, two clamping plates attached to the outer wall of the main body of the filling pile are symmetrically arranged in the inner side of the mounting cylinder in a sliding mode, and sliding parts are arranged on the faces, facing away from the clamping plates, of the two clamping plates.
As a preferred implementation mode, the sliding part comprises a push-pull screw rod which is threaded on the installation cylinder body and rotationally connected with the outer wall of the clamping plate, guide rods are horizontally arranged on two sides of the push-pull screw rod, and the guide rods transversely penetrate into the inner side of the installation cylinder and are fixedly connected with the outer wall of the clamping plate.
Compared with the prior art, the pile body for reinforcing the sedimentation foundation provided by the utility model at least has the following beneficial effects:
(1) Through rain-proof mechanism's setting, after the rainwater is the sky, only need utilize locking part to remove the fixed effect to hiding the rain cover, hide the rain cover alright initiatively reset deflection under the effect of elasticity supply commentaries on classics part, automatic the removal is uncovered to the bored concrete pile main part, from this replaced the use of waterproof cloth among the conventional art effectively, need not the manual work and carry out the clearance operation of stone and buried soil with effort behind the rainwater the sky, make things convenient for the workman to continue the construction fast behind the rainwater the sky, improve work efficiency, the reinforcing practicality.
(2) Through splint and the setting that supplies smooth part, rotate the push-and-pull screw rod, control the push-and-pull screw rod promptly and wear to contract in the mounting cylinder inner wall under the helicitic texture push-and-pull splint for splint slide in the mounting cylinder is inboard, with this laminating bored concrete pile main part outer wall of two splint, conveniently when bored concrete pile main part construction with collar and the whole fixed assembly of mounting cylinder in bored concrete pile main part promptly, on the contrary with two splint and the separation of bored concrete pile main part outer wall, conveniently dismantle collar and the whole follow bored concrete pile main part of mounting cylinder promptly after bored concrete pile main part construction fast, the secondary use of being convenient for.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of the partial internal structure of the present utility model;
fig. 3 is a schematic view of the structure of the locking member of the present utility model.
In the figure: 1. a cast-in-place pile body; 2. a mounting ring; 3. a rain cover; 4. a torsion cylinder; 5. a fixed rod; 6. a torsion spring; 7. a fixed block; 8. a mounting frame; 9. a movable box; 10. a rod; 11. a slide plate; 12. a compression spring; 13. a pull rod; 14. a mounting cylinder; 15. a clamping plate; 16. push-pull screw; 17. a guide rod.
Detailed Description
The utility model is further described below with reference to examples.
Referring to fig. 1-3, the present utility model provides a pile body for reinforcing a subsidence foundation, which comprises a pile body 1 and a rainproof mechanism arranged at the end part of the pile body 1;
the rainproof mechanism comprises a mounting ring 2 sleeved on the outer wall of the bored pile body 1 in a ring shape, a rainproof cover 3 attached to the open end of the bored pile body 1, an elastic rotation supply part arranged on one side of the rainproof cover 3, and a locking part arranged on the other side of the rainproof cover 3;
through the setting of rain-proof mechanism, when the rainwater is in season, the rain-proof lid 3 in the rain-proof mechanism of swing promotes to hide behind the rain-proof lid 3 changes to the position that corresponds with filling pile main part 1 is uncovered and is fastened by locking part, with this rain-proof lid 3 alright effectively with filling pile main part 1 uncovered shield, carry out the rain-proof operation to filling pile main part 1 is inside effectively, on the contrary, the rainwater is around, only need utilize locking part to remove the fixed effect to hiding rain-proof lid 3, it can initiatively reset under the effect of elasticity supply change part to deflect to hide rain-proof lid 3, automatic dismantlement is to filling pile main part 1 uncovered shielding, from this replaced effectively the use of waterproof cloth in the prior art, need not the manual work and carry out the clearance operation of stone and buried soil in the sky, make things convenient for the workman can continue the construction fast behind the rainwater, improve work efficiency, the reinforcing practicality.
Further, as shown in fig. 2, it should be noted that the elastic rotation supplying component includes a torsion tube 4 vertically rotating on one side of the top surface of the mounting ring 2 and fixedly connected with the whole body of the rain cover 3, a fixing rod 5 vertically arranged in the inner side of the torsion tube 4, and a torsion spring 6 sleeved on the rod body of the fixing rod 5, wherein the bottom end of the fixing rod 5 is vertically fixed on the top surface of the mounting ring 2, one end of the torsion spring 6 is fixedly connected with the rod body of the fixing rod 5, and the other end of the torsion spring 6 is fixedly connected with the inner wall of the torsion tube 4;
the locking part comprises a mounting frame 8 which is fixed on the other side of the top surface of the mounting ring 2 in an L shape, a fixed block 7 which is arranged on the inner side of the mounting frame 8 and fixedly connected with the other side of the whole body of the rain cover 3, a movable box 9 which is vertically fixed on the mounting frame 8 in a cavity and a inserted link 10 which is arranged in the inner side of the movable box 9 in a sliding manner, a fixed hole which is matched with the inserted link 10 is formed at the tail end of the fixed block 7, one end of the inserted link 10 penetrates into the inner side of the mounting frame 8 and extends into the fixed hole, and the other end of the inserted link 10 penetrates out of the movable box 9 and is fixed with a pull link 13;
through the arrangement of the elastic rotation supplying component and the locking component, when the rain cover 3 rotates to the open position of the cast-in-place pile body 1 in the rainy day, the torsion cylinder 4 can synchronously rotate and twist the torsion spring 6 in the deflection process of the rain cover 3, so that the torsion spring 6 is caused to deform, after the rain cover 3 carries the fixing block 7 to rotate into the inner side of the mounting frame 8, the control inserting rod 10 is movably inserted into the fixing hole on the fixing block 7, the rain cover 3 can be effectively locked, the reset rotation effect of the torsion spring 6 on the torsion cylinder 4 and the rain cover 3 is further counteracted, and the stability of the rain cover 3 on the open position of the cast-in-place pile body 1 is maintained;
otherwise, the pull rod 13 is pulled to withdraw the inserted link 10 from the fixed hole, namely, the fastening of the fixed block 7 and the rain cover 3 is released, the torsion cylinder 4 can actively carry the rain cover 3 to automatically reset and deflect under the action of the reset torsion force of the torsion spring 6, and the rain cover 3 is removed from the opening of the bored concrete pile main body 1, so that the bored concrete pile main body 1 can be conveniently and manually constructed quickly in a short time.
Further, as shown in fig. 3, it should be noted that a compression spring 12 is sleeved on the rod body of the inserted link 10 located at the inner side of the movable box 9, one end of the compression spring 12 is fixedly connected with a sliding plate 11, the sliding plate 11 is fixedly sleeved on the rod body of the inserted link 10, and the other end of the compression spring 12 is fixedly connected with the innermost inner wall of the movable box 9;
through setting up of slide 11 and hold-down spring 12, with the above-mentioned illustration, when rotating and hide rain cover 3 and shielding filling pile main part 1 uncovered, the operation personnel can stimulate pull rod 13 in advance for inserted bar 10 carries slide 11 and compression hold-down spring 12 deformation in movable box 9, and hold-down spring 12 alright effectively holds the power to slide 11, waits to hide rain cover 3 and changes to totally and hide filling pile main part 1 uncovered, and after fixed block 7 shifts into mounting bracket 8 inboard, loosens the pulling to pull rod 13, and slide 11 can carry in the fixed orifices on the fixed block 7 of inserted bar 10 initiative under the effect of hold-down spring 12 resilience to this can realize the fixed effect to hiding rain cover 3 fast.
Further, as shown in fig. 2, it should be noted that the bottom surface of the installation ring 2 is vertically fixed with an installation cylinder 14, two clamping plates 15 attached to the outer wall of the bored pile main body 1 are symmetrically and slidably arranged in the inner side of the installation cylinder 14, and sliding parts are arranged on the surfaces, facing away from each other, of the two clamping plates 15;
the sliding part comprises a push-pull screw rod 16 which is threaded through the barrel body of the mounting barrel 14 and is rotationally connected with the outer wall of the clamping plate 15, guide rods 17 are horizontally arranged on two sides of the push-pull screw rod 16, and the guide rods 17 transversely penetrate into the inner side of the mounting barrel 14 and are fixedly connected with the outer wall of the clamping plate 15;
through splint 15 and the setting that supplies smooth part, rotate push-and-pull screw 16, control push-and-pull screw 16 promptly and wear to contract in installation section of thick bamboo 14 inner wall push-and-pull splint 15 under the helicitic texture for splint 15 slides in installation section of thick bamboo 14 inboard, with this laminating filling pile main part 1 outer wall of two splint 15, conveniently when filling pile main part 1 construction with installation ring 2 and installation section of thick bamboo 14 whole fixed assembly on filling pile main part 1 promptly, on the contrary with two splint 15 and filling pile main part 1 outer wall separation, conveniently will install ring 2 and installation section of thick bamboo 14 whole follow filling pile main part 1 fast after filling pile main part 1 construction promptly and demolish, the secondary use of being convenient for.
To sum up: through rain-proof mechanism's setting, after the rainwater is on the sky, only need utilize locking part to remove the fixed effect to hiding rain lid 3, hide rain lid 3 alright initiatively reset deflection under the effect of elasticity supply commentaries on classics part, automatic dismantlement is to the uncovered shielding of bored concrete pile main part 1, from this has replaced the use of waterproof cloth in the conventional art effectively, need not the manual work and laboriously carry out the clearance operation of stone and buried soil behind the rainwater, make things convenient for the workman to continue the construction fast behind the rainwater, improve work efficiency, the reinforcing practicality, through splint 15 and supply the setting of smooth part, rotate push-pull screw 16, control push-pull screw 16 promptly and wear to contract in the installation section of thick bamboo 14 inner wall push-pull splint 15 under the helicitic texture, make splint 15 slide in installation section of thick bamboo 14 inboard, with two splint 15 laminating bored concrete pile main part 1 outer wall, conveniently install collar 2 and installation section of thick bamboo 14 whole fixed assembly on bored concrete pile main part 1 during the construction, on bored concrete pile main part 1 outer wall is convenient for follow the whole and demolish 2 after bored concrete pile main part 1 construction, the secondary is convenient.
Claims (6)
1. The pile body is characterized by comprising a filling pile body (1) and a rainproof mechanism arranged at the end part of the filling pile body (1);
the rainproof mechanism comprises a mounting ring (2) sleeved on the outer wall of the bored concrete pile body (1) in a circular ring shape, a rainproof cover (3) attached to the open end of the bored concrete pile body (1), an elastic rotation supply part arranged on one side of the rainproof cover (3) and a locking part arranged on the other side of the rainproof cover (3).
2. A settled foundation stabilization pile according to claim 1, characterized in that: the elastic rotation supplying component comprises a torsion cylinder (4) which is vertically arranged on one side of the top surface of the mounting ring (2) and fixedly connected with the whole body of the rain cover (3), a fixing rod (5) which is vertically arranged in the inner side of the torsion cylinder (4) and a torsion spring (6) which is sleeved on the rod body of the fixing rod (5), and the bottom end of the fixing rod (5) is vertically fixed on the top surface of the mounting ring (2).
3. A settled foundation stabilization pile according to claim 1, characterized in that: the locking part is including being L form be fixed in mounting bracket (8) of collar (2) top surface opposite side, set up in mounting bracket (8) inboard and with fixed block (7) that rain cover (3) all around opposite side looks rigid coupling, inside for cavity vertical fixation with movable box (9) on mounting bracket (8) and slip set up in inserted bar (10) in movable box (9) inboard, the fixed orifices with inserted bar (10) looks adaptation have been seted up to the end of fixed block (7), the one end of inserted bar (10) penetrates in mounting bracket (8) inboard and extend to in the fixed orifices, the other end of inserted bar (10) is worn out movable box (9) and is fixed with pull rod (13).
4. A settled foundation stabilization pile according to claim 3, characterized in that: the rod body of the inserted link (10) positioned at the inner side of the movable box (9) is sleeved with a compression spring (12), one end of the compression spring (12) is fixedly connected with a sliding plate (11), the sliding plate (11) is fixedly sleeved on the rod body of the inserted link (10), and the other end of the compression spring (12) is fixedly connected with the innermost inner wall of the movable box (9).
5. A settled foundation stabilization pile according to claim 1, characterized in that: the installation device is characterized in that an installation cylinder (14) is vertically fixed on the bottom surface of the installation ring (2), two clamping plates (15) attached to the outer wall of the bored concrete pile main body (1) are symmetrically arranged in the inner side of the installation cylinder (14) in a sliding mode, and sliding parts are arranged on the faces, away from the clamping plates (15), of the two clamping plates.
6. A settled foundation stabilization pile according to claim 5, characterized by: the sliding supply component comprises a push-pull screw rod (16) which is threaded on the barrel body of the installation barrel (14) and is rotationally connected with the outer wall of the clamping plate (15), guide rods (17) are horizontally arranged on two sides of the push-pull screw rod (16), and the guide rods (17) transversely penetrate into the inner side of the installation barrel (14) and are fixedly connected with the outer wall of the clamping plate (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320764441.3U CN219862765U (en) | 2023-04-07 | 2023-04-07 | Pile body is consolidated to subsidence foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320764441.3U CN219862765U (en) | 2023-04-07 | 2023-04-07 | Pile body is consolidated to subsidence foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219862765U true CN219862765U (en) | 2023-10-20 |
Family
ID=88369748
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320764441.3U Active CN219862765U (en) | 2023-04-07 | 2023-04-07 | Pile body is consolidated to subsidence foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219862765U (en) |
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2023
- 2023-04-07 CN CN202320764441.3U patent/CN219862765U/en active Active
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