CN211773825U - Civil engineering construction is with high cushion cap foundation pile stabilising arrangement - Google Patents
Civil engineering construction is with high cushion cap foundation pile stabilising arrangement Download PDFInfo
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- CN211773825U CN211773825U CN202020246253.8U CN202020246253U CN211773825U CN 211773825 U CN211773825 U CN 211773825U CN 202020246253 U CN202020246253 U CN 202020246253U CN 211773825 U CN211773825 U CN 211773825U
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- foundation pile
- plate
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- reinforcing plate
- support column
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Abstract
The utility model belongs to the field of engineering machinery, in particular to a high bearing platform foundation pile stabilizing device for civil engineering construction, which comprises a plurality of reinforcing plates arranged on the periphery of a shaping baffle, wherein the shaping baffle is coated on the outer wall of a foundation pile body, a support column is arranged at the middle position of the outer side of each reinforcing plate and is fixedly connected with the corresponding reinforcing plate, and one side, away from the corresponding reinforcing plate, of the outer wall of each support column is provided with a reinforcing rib plate; set up three reinforcing plate through the outer wall at the design baffle, the outside correspondence of reinforcing plate sets up the support column that plays supporting role, three support column is installed to the bottom adoption support ring seat, fix three support column on same plane, the horizontal force of foundation pile weight branch out is to three direction, again by the mutual containment of the support ring seat of bottom, can reach balanced state, consequently for detached three support element, will reduce the pressure on ground, thereby reduce the requirement to the ground.
Description
Technical Field
The utility model relates to an engineering machine tool field specifically is a high cushion cap foundation pile stabilising arrangement is used in civil engineering construction.
Background
The pile foundation is a foundation consisting of piles and bearing platforms connected to the pile tops, and if the pile bodies are completely buried in the soil, the bottom surfaces of the bearing platforms are in contact with the soil body, the pile foundation is called a low bearing platform pile foundation; if the upper part of the pile body is exposed to the ground and the pile cap bottom is located above the ground, the pile is called a high pile cap pile foundation, and the building pile foundation is usually a low pile cap pile foundation.
The utility model discloses a chinese utility model with publication number CN209509003U provides a civil engineering construction is with high cushion cap foundation pile stabilising arrangement, and this scheme is through setting up three stabilizing element in the concrete baffle outside of foundation pile body, improves the stability of baffle, but the stable prerequisite of stabilizing element is that this stabilizing element needs enough stability, and fixed motionless between relative, consequently still need the construction ground, guarantees the stability of three stabilizing element to the construction volume has been increased again.
Accordingly, those skilled in the art have provided a high deck foundation pile stabilizing device for civil engineering construction to solve the problems set forth in the background art described above.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a civil engineering construction is with high cushion cap foundation pile stabilising arrangement to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a high bearing platform foundation pile stabilizing device for civil engineering construction comprises a plurality of reinforcing plates arranged on the periphery of a shaping baffle, wherein the shaping baffle is coated on the outer wall of a foundation pile body, a supporting column is arranged at the middle position of the outer side of each reinforcing plate, the supporting column is fixedly connected with the reinforcing plates, a reinforcing rib plate is arranged on one side, away from the reinforcing plates, of the outer wall of the supporting column, the reinforcing rib plate is fixedly connected with the supporting column, a supporting ring seat is arranged at the bottom of the supporting column, a mounting plate is fixedly arranged at the bottom of the reinforcing rib plate, the mounting plate is positioned on the top surface of the supporting ring seat and is fixedly connected with the supporting ring seat, the reinforcing plate comprises a plurality of unit battens hinged with each other, rotating shafts are fixedly arranged at the two ends of each unit batten, two adjacent unit battens are rotatably connected through the rotating shafts, and hinged shafts are fixedly arranged on the outer side walls, articulated on the articulated shaft have a support locating plate, the other end of supporting the locating plate can be dismantled and be connected on the support column.
The quantity of reinforcing plate is three, the quantity of support column corresponds for three, the lateral wall intermediate position department of reinforcing plate has set firmly the mount pad, the lateral wall of support column corresponds and is equipped with the cardboard, the mount pad with the cardboard spiro union is fixed.
As a further aspect of the present invention: the top surface of the supporting ring seat is provided with three positioning cylinders, the positioning cylinders are fixedly connected with the supporting ring seat, and the bottom ends of the supporting columns are inserted into the positioning cylinders.
As a further aspect of the present invention: the mounting plate is provided with a screw hole, and the mounting plate is fixed with the support ring seat through bolt threads.
As a further aspect of the present invention: the supporting ring seat is composed of three equally divided sector plates, two ends of each sector plate are provided with a threaded plate, and two adjacent sector plates are fixedly connected through the threaded plates.
As a further aspect of the present invention: the mounting plates are sector plates, and the mounting plates are symmetrically distributed on the left side and the right side of the reinforcing rib plate.
As a further aspect of the present invention: the number of the supporting and positioning plates is six, and the supporting and positioning plates are symmetrically distributed on the left side and the right side of the reinforcing plate.
Compared with the prior art, the beneficial effects of the utility model are that:
set up three reinforcing plate through the outer wall at design baffle, the outside of reinforcing plate corresponds the support column that sets up and play supporting role, three support column is installed to the bottom adoption support ring seat, fix three support column on same plane, the transverse force of foundation pile weight branch out is to three direction, the support ring seat by the bottom is each other drawn back again, can reach balanced state, consequently, for detached three support element, pressure to ground will reduce, thereby reduce the requirement to the ground, and the reinforcing plate comprises a plurality of articulated unit laths each other, the diameter according to the foundation pile body is different, all can come the laminating on the outer wall of design baffle through the adjustment, the laminating effect is better.
Drawings
FIG. 1 is a schematic structural view of a high bearing platform foundation pile stabilizing device for civil engineering construction;
FIG. 2 is a schematic perspective view of a high bearing platform foundation pile stabilizing device for civil engineering construction;
FIG. 3 is a schematic structural view of a support ring seat in a high bearing platform foundation pile stabilizing device for civil engineering construction;
fig. 4 is a schematic structural view of a reinforcing plate in a high bearing platform foundation pile stabilizing device for civil engineering construction.
In the figure: 100. a foundation pile body; 200. shaping a baffle plate; 1. a reinforcing plate; 101. a unit panel; 102. a rotating shaft; 11. hinging a shaft; 12. a mounting seat; 2. a support pillar; 21. reinforcing rib plates; 22. mounting a plate; 221. a bolt; 23. clamping a plate; 3. supporting the positioning plate; 4. a support ring seat; 41. a positioning cylinder; 42. the spiral shell fishplate bar.
Detailed Description
Referring to fig. 1-4, in the embodiment of the present invention, a high bearing platform foundation pile stabilizing device for civil engineering construction includes a plurality of reinforcing plates 1 disposed around a shaping baffle 200, the shaping baffle 200 covers the outer wall of a foundation pile body 100, a supporting column 2 is disposed at the middle position of the outer side of the reinforcing plate 1, the supporting column 2 is fixedly connected to the reinforcing plates 1, a reinforcing rib plate 21 is disposed at one side of the outer wall of the supporting column 2 away from the reinforcing plate 1, the reinforcing rib plate 21 is fixedly connected to the supporting column 2, a supporting ring seat 4 is disposed at the bottom of the supporting column 2, a mounting plate 22 is fixedly disposed at the bottom of the reinforcing rib plate 21, the mounting plate 22 is disposed on the top surface of the supporting ring seat 4, the mounting plate 22 is fixedly connected to the supporting ring seat 4, the reinforcing plate 1 includes a plurality of unit laths 101 hinged to each other, a rotating shaft 102 is fixedly disposed at both ends of the unit lath, the outer side wall of the unit lath 101 positioned at two sides is fixedly provided with a hinged shaft 11, the hinged shaft 11 is hinged with a supporting positioning plate 3, and the other end of the supporting positioning plate 3 is detachably connected on the supporting column 2.
In fig. 1 and 3: the number of the reinforcing plates 1 is three, the number of the supporting columns 2 is three correspondingly, the mounting seat 12 is fixedly arranged at the middle position of the outer side wall of the reinforcing plate 1, the clamping plate 23 is correspondingly arranged on the outer side wall of the supporting column 2, the mounting seat 12 is fixedly connected with the clamping plate 23 in a threaded manner, the three positioning cylinders 41 are arranged on the top surface of the supporting ring seat 4, the positioning cylinders 41 are fixedly connected with the supporting ring seat 4, the bottom end of the supporting column 2 is inserted into the positioning cylinders 41, the three reinforcing plates 1 are arranged on the outer wall of the shaping baffle 200, the supporting column 2 which plays a supporting role is correspondingly arranged on the outer side of the reinforcing plate 1, the three supporting columns 2 are arranged at the bottom by adopting one supporting ring seat 4, the three supporting columns 2 are fixed on the same plane, the transverse force divided by the gravity of the foundation pile body 100 is towards three directions, and then the supporting ring seats 4 at the, the pressure on the ground is reduced, thereby reducing the requirement on the foundation.
In fig. 3: support ring seat 4 comprises the sector plate of three partition, the both ends of sector plate all are equipped with spiro union board 42, two adjacent sector plates pass through spiro union board 42 fixed connection, mounting panel 22 is the sector plate, and the mounting panel 22 symmetric distribution is in deep floor 21's the left and right sides, through setting up support ring seat 4 to the sector plate of three partition, install through spiro union board 42 between two adjacent sector plates, then the spiro union is fixed, convenient split and the installation to support ring seat 4, perpendicular convex spiro union board 42 can be in the coplanar after guaranteeing three sector plate installation.
In fig. 2: the quantity of supporting location board 3 is six, and six 3 symmetric distributions of supporting location board are in the left and right sides of reinforcing plate 1, through setting up a plurality of supporting location boards 3, can strengthen the supporting role to reinforcing plate 1, avoid reinforcing plate 1 to warp, and make reinforcing plate 1 atress balanced, the screw has been seted up on the mounting panel 22, it is fixed through bolt 221 spiro union between mounting panel 22 and the support ring seat 4, can increase the contact surface between support column 2 and the support ring seat 4, support nature good for support column 2 provides.
In fig. 2 and 4: the reinforcing plate 1 comprises a plurality of unit laths 101 hinged to each other, rotating shafts 102 are fixedly arranged at two ends of each unit lath 101, two adjacent unit laths 101 are rotatably connected through the rotating shafts 102, hinge shafts 11 are fixedly arranged on outer side walls of the unit laths 101 positioned at two sides, support positioning plates 3 are hinged to the hinge shafts 11, the other ends of the support positioning plates 3 are detachably connected to supporting columns 2, the reinforcing plate 1 is composed of a plurality of unit laths 101 hinged to each other, the two adjacent unit laths 101 are rotatably connected through the rotating shafts 102, the outer walls of the shaping baffle 200 can be attached through adjustment according to different diameters of the foundation pile body 100, support positioning plates 3 with corresponding lengths are arranged on the outer sides (the lengths are manufactured according to the diameter field of the foundation pile body 100), the support positioning plates 3 are arranged between the supporting columns 2 and the reinforcing plate 1, and the reinforcing plate 1 is tightly abutted to the outer walls of the shaping baffle 200 (the support positioning plates 3 Or fixed by welding), the attaching effect is better.
The utility model discloses a theory of operation is: when the foundation pile is used, the radian of the reinforcing plate 1 is adjusted according to different diameters of the foundation pile body 100, so that the reinforcing plate 1 is attached to the outer wall of the shaping baffle 200, the supporting positioning plate 3 with a corresponding length is arranged between the reinforcing plate 1 and the supporting columns 2 (the length is manufactured according to the diameter of the foundation pile body 100 on site), the reinforcing plate 1 is tightly abutted to the outer wall of the shaping baffle 200, the three supporting columns 2 are arranged at the bottom by adopting one supporting ring seat 4, the three supporting columns 2 are fixed on the same plane, the transverse force divided by the gravity of the foundation pile body 100 is in three directions and is mutually restrained by the supporting ring seats 4 at the bottom, and a balanced state can be achieved, so that the pressure on the ground can be reduced relative to the three separated supporting units, and the requirement on the foundation is reduced.
The above-mentioned, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. The utility model provides a civil engineering construction is with high cushion cap foundation pile stabilising arrangement, includes design baffle (200) and sets up a plurality of reinforcing plate (1) in design baffle (200) week side, design baffle (200) cladding is at the outer wall of foundation pile body (100), its characterized in that, the outside intermediate position department of reinforcing plate (1) is equipped with support column (2), support column (2) with reinforcing plate (1) fixed connection, the one side that reinforcing plate (1) was kept away from to the outer wall of support column (2) is equipped with deep floor (21), deep floor (21) with support column (2) fixed connection, the bottom of support column (2) is equipped with support ring seat (4), the bottom of deep floor (21) has set firmly mounting panel (22), mounting panel (22) are located the top surface of support ring seat (4), just mounting panel (22) with support ring seat (4) fixed connection, reinforcing plate (1) includes mutual articulated unit lath (101) of a plurality of, the both ends of unit lath (101) all have set firmly pivot (102), adjacent two pass through between unit lath (101) pivot (102) rotate to be connected, are located both sides the lateral wall of unit lath (101) has set firmly articulated shaft (11), articulated on articulated shaft (11) have support locating plate (3), the other end of supporting locating plate (3) can be dismantled the connection and be in on support column (2).
2. The high-bearing-platform foundation pile stabilizing device for civil engineering construction according to claim 1, wherein the number of the reinforcing plates (1) is three, the number of the supporting columns (2) is three, a mounting seat (12) is fixedly arranged at the middle position of the outer side wall of the reinforcing plates (1), a clamping plate (23) is correspondingly arranged on the outer side wall of the supporting columns (2), and the mounting seat (12) is fixed with the clamping plate (23) in a threaded manner.
3. The high-bearing-platform foundation pile stabilizing device for civil engineering construction according to claim 2, wherein the top surface of the supporting ring seat (4) is provided with three positioning cylinders (41), the positioning cylinders (41) are fixedly connected with the supporting ring seat (4), and the bottom ends of the supporting columns (2) are inserted into the positioning cylinders (41).
4. The high-bearing-platform foundation pile stabilizing device for civil engineering construction according to claim 1, wherein the mounting plate (22) is provided with screw holes, and the mounting plate (22) and the support ring seat (4) are fixed by bolts (221) in a screwed manner.
5. The high-bearing-platform foundation pile stabilizing device for civil engineering construction according to claim 2, wherein the supporting ring seat (4) is composed of three equally divided sector plates, both ends of the sector plates are provided with screw joint plates (42), and two adjacent sector plates are fixedly connected through the screw joint plates (42).
6. The high-bearing-platform foundation pile stabilizing device for civil engineering construction according to claim 1, wherein the mounting plates (22) are sector plates, and the mounting plates (22) are symmetrically distributed on the left and right sides of the reinforcing rib plate (21).
7. The high bolster foundation pile stabilizing device for civil engineering construction according to claim 1, wherein the number of the support positioning plates (3) is six, and the six support positioning plates (3) are symmetrically distributed on the left and right sides of the reinforcing plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020246253.8U CN211773825U (en) | 2020-03-03 | 2020-03-03 | Civil engineering construction is with high cushion cap foundation pile stabilising arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020246253.8U CN211773825U (en) | 2020-03-03 | 2020-03-03 | Civil engineering construction is with high cushion cap foundation pile stabilising arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211773825U true CN211773825U (en) | 2020-10-27 |
Family
ID=72903170
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020246253.8U Expired - Fee Related CN211773825U (en) | 2020-03-03 | 2020-03-03 | Civil engineering construction is with high cushion cap foundation pile stabilising arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211773825U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319470A (en) * | 2022-01-22 | 2022-04-12 | 四川道诚建设工程检测有限责任公司 | Building engineering detects and detects with engineering foundation pile detection fixing device |
-
2020
- 2020-03-03 CN CN202020246253.8U patent/CN211773825U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319470A (en) * | 2022-01-22 | 2022-04-12 | 四川道诚建设工程检测有限责任公司 | Building engineering detects and detects with engineering foundation pile detection fixing device |
| CN114319470B (en) * | 2022-01-22 | 2024-01-09 | 四川道诚建设工程检测有限责任公司 | Engineering foundation pile detection fixing device for construction engineering detection |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201027 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |