Pile plate retaining wall structure along river in plain

Abstract

The pile plate retaining wall structure comprises pile foundations, square bearing platforms, T-shaped columns and retaining plates which are sequentially arranged on the outer side of a river channel from bottom to top, the pile foundations are evenly arranged at intervals in the direction of the river channel, the square bearing platforms are poured at the upper ends of the pile foundations, and the lower ends of the T-shaped columns are fixed to the square bearing platforms; the structure is characterized in that soil retaining plates are fixed to the sides, facing the roadbed, of the adjacent T-shaped columns from top to bottom, two mounting openings are formed in the sides, facing the roadbed, of the T-shaped columns, the ends of the soil retaining plates are arranged in the mounting openings, and anchoring steel bars fixedly connected with the soil retaining plates are embedded in the mounting openings of the T-shaped columns. According to the pile plate retaining wall structure along the river in the plain, stable limiting and supporting of a roadbed can be achieved, excavation of a road foundation of a river dam part is not needed, potential safety hazards cannot be caused to an existing dam of a river, the construction speed is high, and the pile plate retaining wall structure has the high safety coefficient for flood control of the river and driving.

Description

Technical Field

[0001] This utility model relates to a retaining wall structure, and more specifically, to a pile-slab retaining wall structure along a river in a plain. Background Technology

[0002] With the rapid development of my country's economy, the road network is becoming increasingly dense, and correspondingly, there are more and more high-embankment highways along rivers. To avoid encroaching on river channels, retaining walls are usually used to construct the roadbed structure. However, retaining wall structures with high embankments require deep excavation of the retaining wall foundation, which can pose safety hazards to river embankments, increasing the risk of leakage or dam failure. Therefore, this utility model proposes a pile-slab retaining wall structure for plains along rivers, which eliminates the need for foundation excavation, avoids safety hazards to river embankments, allows for rapid construction, and provides a high safety factor for both river flood control and traffic. Summary of the Invention

[0003] In order to overcome the shortcomings of the above-mentioned technical problems, this utility model provides a pile-slab retaining wall structure along a river in a plain.

[0004] This utility model discloses a pile-slab retaining wall structure along a river in a plain, comprising, from bottom to top, pile foundations, a square foundation, T-shaped columns, and retaining plates arranged on the outer side of the river channel. The pile foundations are evenly spaced along the river channel and are located below ground level. The square foundation is cast on the upper end of the pile foundations, and the lower end of the T-shaped columns is fixed to the square foundation. The feature is that retaining plates are fixed from top to bottom on the side of adjacent T-shaped columns facing the roadbed. Two installation openings are provided on the side of the T-shaped columns facing the roadbed, and the ends of the retaining plates are placed in the installation openings. Anchor steel bars that are fixedly connected to the retaining plates are pre-embedded at the installation openings of the T-shaped columns.

[0005] The present invention relates to a pile-plate retaining wall structure along a river in a plain, wherein the retaining plate is composed of multiple upper retaining plates located above the middle of the T-shaped column and multiple lower retaining plates located below the middle of the T-shaped column.

[0006] The present invention relates to a pile-slab retaining wall structure along a river in a plain, wherein the pile foundation is a bored cast-in-place pile with a diameter of 1.2m to 1.5m and the pile foundation is made of concrete with a strength of 30MPa to 40MPa.

[0007] The present invention relates to a pile-slab retaining wall structure along a river in a plain. The square foundation is a reinforced concrete structure with a square cross-section. The side length of the square foundation cross-section is 1.4m to 1.9m, the height of the square foundation is 0.6m to 1.2m, and the concrete used for the square foundation has a grade of 30MPa to 40MPa.

[0008] The present invention relates to a pile-slab retaining wall structure along a river in a plain, wherein the T-shaped column is a reinforced concrete structure with a T-shaped cross-section and is made of concrete with a strength of 40MPa to 45MPa.

[0009] The present invention relates to a pile-plate retaining wall structure along a river in a plain. The upper and lower retaining plates are 0.5m wide, 4.0m to 6.0m long, and 0.2m to 0.25m thick. The upper and lower retaining plates are made of 40MPa to 45MPa concrete.

[0010] The present invention relates to a pile-plate retaining wall structure along a river in a plain, wherein the retaining plate is welded to the anchoring steel bars on the T-shaped column by welded steel bars, and the welded steel bars are coated with anti-rust paint.

[0011] The installation gap between adjacent retaining plates in the plain riverbank retaining wall structure of this utility model is no more than 1cm.

[0012] The beneficial effects of this utility model are as follows: The plain riverside pile-plate retaining wall structure of this utility model consists of pile foundations, square foundations, T-shaped columns, and retaining plates arranged from bottom to top. The pile foundations are set below the ground on one side of the river to support the upper square foundations. The square foundations support the T-shaped columns. Retaining plates are arranged from bottom to top between two adjacent T-shaped columns. The retaining plates supported by the T-shaped columns limit and support the roadbed. It can be seen that the plain riverside pile-plate retaining wall structure of this utility model can not only achieve stable limiting and support of the roadbed, but also eliminate the need to excavate the road foundation at the river embankment, thus avoiding safety hazards to the existing river embankment. Moreover, the construction speed is fast, and it has a high safety factor for river flood control and traffic. Attached Figure Description

[0013] Figure 1 This is a structural schematic diagram of the pile-slab retaining wall structure along a river in plains according to this utility model.

[0014] Figure 2 This is a schematic diagram of the fixing structure of the retaining plate on the T-shaped column in this utility model.

[0015] In the diagram: 1. Pile foundation, 2. Square pile cap, 3. T-shaped column, 4. Upper retaining plate, 5. Lower retaining plate, 6. Roadbed, 7. Anchoring reinforcement, 8. River channel, 9. Installation port. Detailed Implementation

[0016] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0017] like Figure 1 The diagram shows a structural schematic of the pile-slab retaining wall structure for riverbanks along plains according to this utility model. Figure 2A schematic diagram of the retaining plate fixing structure on the T-shaped column in this utility model is provided. The plain riverside pile-plate retaining wall structure of this utility model consists of pile foundations 1, square pile caps 2, T-shaped columns 3, and retaining plates. The pile foundations 1 are evenly spaced along one side of the river channel, and the pile foundations 1, square pile caps 2, T-shaped columns 3, and retaining plates are arranged sequentially from bottom to top. The pile foundations 1 are located below the ground on one side of the river channel 8, and the pile foundations 1 located below the ground provide support for the superstructure. The square pile caps 2 are fixed to the upper end of the pile foundations 1, and the T-shaped columns 3 are fixed to the square pile caps 2. In this way, the pile foundations 1, square pile caps 2, and T-shaped columns 3 form a stable support structure for the retaining plate.

[0018] The retaining plate is fixed to the side of the T-shaped post 3 facing the roadbed 6. Adjacent T-shaped posts 3 are connected by the retaining plate, that is, the two ends of the retaining plate are fixed to the two adjacent T-shaped posts 3. The cross-section of the T-shaped post 3 is T-shaped, that is, two installation openings 9 are provided on the side of the T-shaped post 3 facing the roadbed 6. The two ends of the retaining plate are located in the installation openings 9. Anchor steel bars 7 are pre-embedded on the pile foundation 1 at the installation openings 9. The anchor steel bars 7 are connected to the ends of the retaining plate to fix the retaining plate on the T-shaped post 3.

[0019] The retaining wall shown consists of an upper retaining wall 4 and a lower retaining wall 5. The retaining wall 4 is located above the middle part of the T-shaped column 3, and the retaining wall 5 is located below the middle part of the T-shaped column 3. During construction, the lower retaining wall 5 is installed first, followed by the backfilling of the roadbed. After the roadbed is flush with the lower retaining wall 5, the adjacent upper retaining wall 4 is installed, and the installation gap between two adjacent retaining walls is no more than 1 cm.

[0020] As can be seen, the plain riverbank pile-slab retaining wall structure of this utility model, because it uses pile foundation 1 to support the square pile cap 2, T-shaped column 3 and retaining plates (i.e., upper retaining plate 4 and lower retaining plate 5) above, will not cause damage to the embankment on one side of the river channel 8 during the construction of pile foundation 1, and will not pose a safety hazard to the base plate. By fixing the retaining plate to the side of the T-shaped column 3 facing the roadbed 6, the roadbed 6 is blocked and supported, ensuring the stability of the formed roadbed 6.

[0021] Among them, pile foundation 1 can be a bored cast-in-place pile, with a diameter of 1.2m to 1.5m and using concrete with a strength of 30MPa to 40MPa. The square pile cap 2 is a reinforced concrete structure with a square cross-section, a side length of 1.4m to 1.9m, a height of 0.6m to 1.2m, and using concrete with a strength of 30MPa to 40MPa.

[0022] The T-shaped column 3 is a reinforced concrete structure with a T-shaped cross-section, and uses concrete with a strength of 40MPa to 45MPa. The upper retaining plate 4 and lower retaining plate 5 are 0.5m wide, 4.0m to 6.0m long, and 0.2m to 0.25m thick, and also use 40MPa to 45MPa concrete. The retaining plates are welded to the anchoring steel bars 7 on the T-shaped column 3 using welded steel bars, which are coated with anti-rust paint. The installation gap between adjacent upper and lower retaining plates is no greater than 1cm.

Claims

1. A plain river pile-slab retaining wall structure, comprising a pile foundation (1), a square type bearing platform (2), a T type column (3) and a retaining slab, which are sequentially arranged from bottom to top outside a river channel (8), the pile foundations are uniformly spaced along the river channel direction and are arranged below the ground surface, the square type bearing platform is cast on the upper end of the pile foundation, and the lower end of the T type column is fixed on the square type bearing platform; characterized in that: The side of the adjacent T-shaped column facing the roadbed (6) is fixed with a retaining board from top to bottom, the side of the T-shaped column facing the roadbed is provided with two installation openings (9), the end of the retaining board is placed in the installation opening, and the installation opening of the T-shaped column is pre-buried with an anchoring steel bar (7) fixedly connected with the retaining board.

2. The flatland river stake sheet retaining wall structure according to claim 1, characterized by: The retaining board is composed of a plurality of upper retaining boards (4) above the middle part of the T-shaped column (3) and a plurality of lower retaining boards (5) below the middle part of the T-shaped column.

3. The plain embankment pile sheet retaining wall structure according to claim 1 or 2, characterized in that: The pile foundation (1) is a bored pile, the diameter of the pile foundation is 1.2m~1.5m, and the pile foundation adopts concrete with a mark of 30MPa~40MPa.

4. The plain embankment pile sheet retaining wall structure according to claim 1 or 2, characterized by: The square type bearing platform (2) is a reinforced concrete structure with a square cross section, the side length of the cross section of the square type bearing platform is 1.4m~1.9m, the height of the square type bearing platform is 0.6m~1.2m, and the concrete mark adopted by the square type bearing platform is 30MPa~40MPa.

5. The plain embankment pile sheet retaining wall structure according to claim 1 or 2, characterized by: The T-shaped column (3) is a reinforced concrete structure, the cross section of the T-shaped column is T-shaped, and the T-shaped column adopts concrete with a mark of 40MPa~45MPa.

6. The flatland river stake sheet pile retaining wall structure according to claim 2, wherein: The width of the upper retaining board (4) and the lower retaining board (5) is 0.5m, the length is 4.0m~6.0m, and the thickness is 0.2m~0.25m, and the upper retaining board and the lower retaining board adopt concrete with a mark of 40MPa~45MPa.

7. The plain embankment pile sheet retaining wall structure according to claim 1 or 2, characterized by: The retaining board is welded with the anchoring steel bar (7) on the T-shaped column (3) through a welded steel bar, and the welded steel bar is coated with rust-proof paint.

8. The plain embankment pile sheet retaining wall structure according to claim 1 or 2, characterized by: The installation gap between the upper and lower adjacent retaining boards is not greater than 1cm.

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