CN218622309U - Sheet pile-anchor rod assembly type retaining wall - Google Patents
Sheet pile-anchor rod assembly type retaining wall Download PDFInfo
- Publication number
- CN218622309U CN218622309U CN202221975635.XU CN202221975635U CN218622309U CN 218622309 U CN218622309 U CN 218622309U CN 202221975635 U CN202221975635 U CN 202221975635U CN 218622309 U CN218622309 U CN 218622309U
- Authority
- CN
- China
- Prior art keywords
- pile
- anchor rod
- retaining wall
- sheet pile
- sheet
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000004873 anchoring Methods 0.000 claims abstract description 12
- 239000002689 soil Substances 0.000 claims abstract description 7
- 239000004567 concrete Substances 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000009417 prefabrication Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 10
- 230000006378 damage Effects 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model discloses a sheet pile-anchor rod assembled retaining wall, which comprises a pile, a pile foundation base, a retaining plate, a cross positioning plate, an anchor rod and an anchoring device, wherein the pile bottom is inserted into the pile foundation base; the pile is inserted in the foundation base, the pile and the pile are connected through the cross positioning plate from top to bottom, the pile and the pile are connected through the soil retaining plate from left to right, and the anchor rod is connected with the pile through the anchoring device. The utility model discloses a sheet pile-stock assembled retaining wall has reduce cost, improves building quality, shortens construction cycle, and the required space of operation is little and environmental destruction advantage such as little.
Description
Technical Field
The invention relates to the field of traffic engineering fabricated retaining walls, in particular to a sheet pile-anchor rod fabricated retaining wall.
Background
Retaining walls are used in very wide applications in highways, railways, municipal and hydraulic engineering. Retaining walls were primarily made of grouted rubbles, but nowadays reinforced concrete retaining walls are mainly used as the supply of stones decreases and the construction period is affected. Although the reinforced concrete has high material price compared with the grouted sheet stone retaining wall, the reinforced concrete has short construction period, less labor consumption and stronger stability, and comprehensively, the cost performance is superior to the grouted sheet stone retaining wall. However, the reinforced concrete retaining wall inevitably has the following defects: the method comprises the following steps that (1) a site formwork is required to be erected, and a required operation surface is large; (2) From formwork support to formwork removal and then to maintenance completion, the construction period is long; and (3) the environmental pollution is large.
In recent years, the government of China has vigorously advocated assembly type buildings, advocated thinking industrialization, design standardization, production streamlining and management informatization in the construction process, and applied new technology and new thinking to improve the production efficiency and the production quality.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem of above-mentioned description, guarantee that retaining wall has sufficient stability and portable, the utility model provides a simple structure, construction convenience, wholeness are good and safe and reliable's sheet pile and stock hybrid assembly retaining wall.
The utility model adopts the technical scheme as follows:
the utility model provides a sheet pile-stock assembled retaining wall, includes stake, stake foundation base, fender native board, cross locating plate, stock and the anchor that the prefabrication obtained, is different with prior art: the pile and the pile foundation base are fixedly inserted, the pile and the pile are fixedly connected through the cross positioning plate from top to bottom, the pile and the pile are fixedly connected through the retaining plate from left to right, and the anchor rod is connected with the pile through the anchoring device.
Furthermore, the bottom of the pile is inserted into a groove of the pile foundation base, and the pile are vertically matched with each other through a steel pipe pile hole and a steel pipe pile and are mutually connected and fixed through a cross-shaped positioning plate.
Furthermore, the anchor rod penetrates through the pile body anchoring hole and is fixedly connected with a soil body to be supported, and after the anchor rod is fixedly connected through bolts on the pile body by the aid of the anchoring device, high-pressure plain concrete is injected.
Furthermore, two ends of the retaining plate are respectively inserted into the sheet pile accommodating grooves on two sides of the pile body.
The utility model has the advantages that: the method has the advantages that the integrated design, construction and maintenance are adopted, the cost is reduced, meanwhile, the building quality is improved, the assembly type building only needs on-site assembly, formwork support is not needed, the construction period is short, the required operation surface is small, and the environmental damage is small.
Drawings
Fig. 1 is a schematic view of the overall structure of the sheet pile-anchor rod assembled retaining wall of the present invention;
FIG. 2 is a schematic view of the sheet pile foundation structure of the present invention;
FIG. 3 is a structural view of the anchor rod and the anchoring device of the present invention;
FIG. 4 is a structural view of the pile and the retaining plate of the present invention;
FIG. 5 is a schematic view of the pile connecting and anchor rod structure of the present invention;
figure 6 is the utility model discloses keep off native board structure chart.
In the figure: 1. a base foundation; 11. a sheet pile accommodating groove; 12. a base limiting groove; 13. a limit bump of the base seat; 2. piling; 21. an anchor rod assembly hole; 22. an anchor rod fixing bolt; 23. a cross positioning plate accommodating groove; 24. a pile body dowel bar; 25. a dowel bar receiving hole; 26. a retaining plate accommodating groove; 3. a soil guard plate; 4. an anchor rod; 41. an anchor rod positioning ring; 42. a concrete overflow hole; 43. concrete; 5. an anchoring device; 51. bolt holes; 52. positioning the anchor rod; 53. a nut; 6. a cross positioning plate.
Detailed Description
The present invention will be further described with reference to the following examples. The following examples are only for illustrating the technical solutions of the present invention more clearly, and the protection scope of the present invention is not limited thereby.
The embodiment is as follows:
as shown in fig. 1-6, the utility model provides a sheet pile-stock assembled retaining wall, including the stake foundation bed 1, stake 2, retaining plate 3, stock 4, anchor 5, the cross locating plate 6 that the prefabrication obtained, form the foundation bed 1 of retaining wall through the foundation bed spacing groove 12 and the spacing lug 13 concatenation of foundation bed of controlling the base. The bottom of the pile 2 is inserted into a sheet pile accommodating groove 11 of the pile foundation base 1, a pile body dowel bar 24 and a dowel bar accommodating groove 25 between the pile 2 and the pile 2 are matched with each other, and a cross positioning plate accommodating groove 23 between the two piles is arranged in a corresponding cross positioning plate 6; the anchor rod 4 penetrates through the anchor rod assembly hole 21 to enable the anchor rod positioning ring 41 to be attached to the pile 2, then the bolt hole 51 of the anchoring device 5 penetrates through the anchor rod fixing bolt 22 of the pile 2, the anchor rod positioning ring 41 is placed into the anchor rod positioning groove 52, the bolt hole 51 is provided with the nut 53 to form a relatively fixed structure, and high-pressure plain concrete 43 is injected into the hollow anchor rod 4 to enable the concrete to overflow out of the concrete overflow hole 42; the two ends of the retaining plate 3 are respectively inserted into the retaining plate accommodating grooves 26 on the two sides of the pile body.
The construction method of the sheet pile-anchor rod type retaining wall comprises the following steps:
(1) And (3) calculating the specific size of each accessory according to the actual condition of the project, prefabricating all parts of the retaining wall according to relevant specifications in a prefabricating yard according to the size, maintaining and forming, and transporting to a construction site after being qualified through inspection.
(2) And (6) leveling the field, and measuring and setting out. And (4) drilling the reinforced soil body in the inserting position of the anchor rod by using a drilling machine, wherein the size of the hole is determined by the size of the anchor rod.
(3) And hoisting the foundation base by using a crane, and mutually matching the foundation base limiting groove with the foundation base limiting block during installation.
(4) And assembling the pile and the retaining plate by using a crane. The position of the anchor rod hole of the pile body and the anchor rod hole of the soil body to be reinforced is monitored at any time from the middle to two sides in the assembling process. The stake is installed with the fender apron successive layer, and the upper strata is installed to lower floor's installation completion back, notices the installation of pile body dowel steel when the upper and lower floor installation, and the strict prohibition collides with.
(5) And inserting the anchor rod into the soil body through the pile body anchor rod assembly hole, and fixing the anchor rod by using the anchoring device.
(6) And (3) injecting high-pressure concrete into the hollow anchor rod, sealing the end hole of the anchor rod after grouting is finished, and allowing the concrete to reach the designed strength.
Claims (4)
1. The utility model provides a sheet pile-stock assembled retaining wall, includes stake, pile foundation base, fender apron, cross locating plate, stock and the anchor that the prefabrication obtained, characterized by: the pile and the pile foundation base are fixedly inserted, the pile and the pile are fixedly connected through the cross positioning plate from top to bottom, the pile and the pile are fixedly connected through the retaining plate from left to right, and the anchor rod is connected with the pile through the anchoring device.
2. The sheet pile-anchor assembly type retaining wall according to claim 1, wherein: the bottom of the pile is inserted into the groove of the pile foundation base, and the pile are vertically matched with each other through the steel pipe pile hole and the steel pipe pile and are mutually connected and fixed through the cross-shaped positioning plate.
3. The sheet pile-anchor assembly type retaining wall according to claim 1, wherein: the anchor rod penetrates through the pile body anchoring hole and is fixedly connected with a soil body to be supported, and high-pressure plain concrete is injected into the anchor rod after the anchor rod is fixedly connected through bolts on the pile body by the aid of the anchoring device.
4. The sheet pile-anchor assembly type retaining wall according to claim 1, wherein: and two ends of the retaining plate are respectively inserted into the sheet pile accommodating grooves on two sides of the pile body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221975635.XU CN218622309U (en) | 2022-07-29 | 2022-07-29 | Sheet pile-anchor rod assembly type retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221975635.XU CN218622309U (en) | 2022-07-29 | 2022-07-29 | Sheet pile-anchor rod assembly type retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218622309U true CN218622309U (en) | 2023-03-14 |
Family
ID=85458682
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221975635.XU Expired - Fee Related CN218622309U (en) | 2022-07-29 | 2022-07-29 | Sheet pile-anchor rod assembly type retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218622309U (en) |
-
2022
- 2022-07-29 CN CN202221975635.XU patent/CN218622309U/en not_active Expired - Fee Related
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20230314 |