Inserting plate pile supporting and retaining structure

Abstract

The utility model relates to the technical field of riverway bank protection retaining walls, in particular to an inserting plate pile supporting and retaining structure which comprises a hollow hexagonal pile body with arc-shaped corners. The trapezoidal inserting plates are arranged between every two adjacent hexagonal pile bodies, and the side faces of the two ends of each trapezoidal inserting plate are attached to the corresponding hexagonal pile bodies; the foundation ground beam is detachably connected with the hexagonal pile body through the pull rod, the hexagonal pile body is provided with a hexagonal section, edges and corners are in an arc form, timber piles in a river bank protection can be simulated, the hexagonal pile body is used as a river retaining structure, attractiveness is improved, inserting plates can be arranged between the piles, and the inserting plates are matched to form a bevel edge shape to form a stable soil retaining structure. The hexagonal pile bodies are connected with the pull rods, so that the stability of the pile is improved, the horizontal resistance of the pile is improved, the horizontal displacement of the pile is effectively reduced, the hexagonal pile bodies are connected with the foundation ground beam through the pull rods, the stress uniformity of the foundation ground beam is improved, inclination or collapse caused by uneven stress of a certain section of each hexagonal pile body is avoided, and the overall strength of river channel protection is improved.

Description

TECHNICAL FIELD

[0001] The utility model belongs to river revetment retaining wall technical field, concretely relates to a kind of inserted plate pile retaining structure. BACKGROUND

[0002] The combined pile of ecological retaining wall is generally arranged with square piles at intervals, a prefabricated baffle is arranged behind the pile, and a cap beam is connected. The technology is very simple to produce, but the application scenario is single, and is mostly used in housing construction foundation structure. In water conservancy, the contact surface is small and large gaps are easily formed, so a kind of inserted plate pile retaining structure is needed to solve the above problems. CONTENT OF UTILITY MODEL

[0003] To solve the above technical problems, the utility model provides an inserted plate pile retaining structure to solve the problems in the above background technology.

[0004] To achieve the above purpose, the technical scheme of the utility model is as follows:

[0005] An inserted plate pile retaining structure comprises:

[0006] The hexagonal pile body is hollow, and the edges and corners of the hexagonal pile body are in arc shape.

[0007] The trapezoidal inserted plate is arranged between the adjacent two hexagonal pile bodies, and the two end sides of the trapezoidal inserted plate are in close contact with the hexagonal pile bodies.

[0008] The foundation beam is detachably connected to the hexagonal pile body through the pull rod.

[0009] Through the above technical scheme, the hexagonal pile body adopts a "hexagonal" cross section, and the edges and corners are in arc shape, which can simulate wooden piles in river revetment and improve the aesthetics of the river retaining structure. The inserted plates can be arranged between the piles, and the inserted plates can form a stable soil retaining structure in cooperation with the bevel shape. The hexagonal pile body and the foundation beam are connected through the pull rod, which can increase the stability of the pile, improve the horizontal force of the pile, effectively reduce the horizontal displacement of the pile, and improve the overall strength of the river protection.

[0010] As a preferred scheme of the utility model, a cylindrical hollow groove is arranged in the hexagonal pile body, and the axis of the hollow groove coincides with the axis of the hexagonal pile body.

[0011] As a preferred scheme of the utility model, a reinforcing rib is arranged in the hexagonal pile body, the reinforcing rib is arranged around the outer circumferential surface of the hollow groove, and the reinforcing rib has a plurality of reinforcing ribs.

[0012] Through the technical scheme, the reinforcing rib facilitates increasing the overall strength of the hexagonal pile body, increasing the cross-section bending strength, and increasing the overall strength of the riverway protection.

[0013] As a preferred scheme of the utility model, the hexagonal pile body side is provided with a plurality of thread grooves, one end of the pull rod is provided with a thread matched with the thread groove, and the pull rod is connected with the thread groove through a nut.

[0014] Through the technical scheme, the hexagonal pile body is connected with the pull rod through the thread groove, and the connection is convenient to disassemble.

[0015] As a preferred scheme of the utility model, the foundation beam is provided with a plurality of pull rods, and the foundation beam is connected with the plurality of hexagonal pile bodies through the plurality of pull rods, and the foundation beam and the plurality of hexagonal pile bodies are arranged in parallel.

[0016] Through the technical scheme, the hexagonal pile body is connected with the foundation beam through the pull rod, which is also convenient to increase the stress uniformity of the foundation beam, is also beneficial to avoid the inclination or collapse of the hexagonal pile body caused by uneven stress of a section of the hexagonal pile body, and improves the overall strength of the riverway protection.

[0017] As a preferred scheme of the utility model, the trapezoidal plug-in plate is internally provided with a trapezoidal cavity, and the trapezoidal plug-in plate side is provided with a water retaining hole.

[0018] Through the technical scheme, the trapezoidal plug-in plate is integrally formed by concrete pouring, plants can grow in the trapezoidal cavity, and the overall appearance is further strengthened, the water retaining hole on the side is convenient for plant growth, and on the other hand, when there is no plant in the trapezoidal cavity, water is prevented from accumulating in the cavity.

[0019] As a preferred scheme of the utility model, the hexagonal pile body comprises a foundation part inserted into the soil and a support part exposed to the soil.

[0020] As a preferred scheme of the utility model, the trapezoidal plug-in plate has the same height as the support part.

[0021] Through the technical scheme, the height of the trapezoidal plug-in plate is consistent with the height of the support part, which is convenient to increase the overall protection and the overall appearance.

[0022] Compared with the prior art, the utility model has the beneficial effects that:

[0023] 1. The edges and corners of the hexagonal pile body adopt a circular arc form, and the riverway retaining structure improves the appearance;

[0024] 2. The trapezoidal plug-in plates arranged between piles form stable soil retaining structures in cooperation with the bevel shapes;

[0025] 3. The plug-in plates can be prefabricated solid concrete plates or poured cavity concrete plates for planting green plants.

[0026] 4. The hexagonal pile body has a pre-installed bolt sleeve on the side, which can be connected to tie rods to increase the stability of the pile, improve the pile's resistance to horizontal forces, and effectively reduce the horizontal displacement of the pile;

[0027] 5. The hexagonal pile body and the trapezoidal insert plate are tightly connected, which makes it less likely to produce gaps and enhances the overall protection. Attached Figure Description

[0028] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0029] Figure 1 This is a schematic diagram of the structure of this utility model;

[0030] Figure 2 For the present utility model Figure 1 Top view of the hexagonal pile body in the middle;

[0031] Figure 3 For the present utility model Figure 1 Front view of the hexagonal pile in the image;

[0032] Figure 4 For the present utility model Figure 1 A three-dimensional diagram of the hexagonal pile.

[0033] 1. Hexagonal pile body; 2. Trapezoidal insert plate; 4. Foundation beam; 3. Tie rod; 11. Hollow groove; 12. Reinforcing bar; 13. Threaded groove; 21. Trapezoidal cavity; 14. Foundation part; 15. Support part. Detailed Implementation

[0034] The technical solutions of this utility model will be clearly and completely described below with reference to the embodiments of this utility model. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of this utility model without creative effort are within the scope of protection of this utility model.

[0035] The present invention provides the following embodiments:

[0036] A sheet pile retaining structure includes:

[0037] Hexagonal pile body 1, hollow for centrifugal process production, saving material while not reducing the cross-section bending strength, hexagonal pile body 1 angle is arc-shaped, hexagonal pile body 1 is internally provided with cylindrical hollow groove 11, the axis of hollow groove 11 coincides with the axis of hexagonal pile body 1, hexagonal pile body 1 is internally provided with reinforcing rib 12 to increase overall strength, reinforcing rib 12 is annularly arranged on the outer peripheral surface of hollow groove 11, and reinforcing rib 12 is provided with a plurality of strips,

[0038] Trapezoidal insert plate 2 is arranged between the adjacent two hexagonal pile bodies 1, the two end sides of trapezoidal insert plate 2 are attached to hexagonal pile body 1, trapezoidal insert plate 2 can be prefabricated solid concrete plate or cavity concrete plate for planting green plants, and the insert plate cooperates to form a stable soil retaining structure in the shape of bevel edge.

[0039] Foundation beam 4 is detachably connected with hexagonal pile body 1 through pull rod 3, and pull rod 3 is made of steel bar material.

[0040] Hexagonal pile body 1 adopts a "hexagonal" cross-section, and the angle is in the form of an arc, which can simulate wooden piles in river bank protection and improve the aesthetics of the river channel retaining structure, the piles and the piles can be arranged with the insert plate, the insert plate cooperates to form a stable soil retaining structure in the shape of bevel edge, the hexagonal pile body 1 is connected with the pull rod 3 to increase the stability of the pile and improve the horizontal force resistance of the pile, effectively reducing the horizontal displacement of the pile, the hexagonal pile body 1 is connected with the foundation beam 4 through the pull rod 3, which is also convenient for increasing the stress uniformity of the foundation beam 4, and is also beneficial to avoid the inclination or collapse of the hexagonal pile body 1 due to uneven stress of a certain section, thereby improving the overall strength of the river channel protection.

[0041] As a further improvement of the utility model, the side surface of the hexagonal pile body 1 is provided with a plurality of threaded grooves 13, one end of the pull rod 3 is provided with a thread matched with the threaded groove 13, the pull rod 3 is connected with the threaded groove 13 through a nut, and the hexagonal pile body 1 is connected with the pull rod 3 through the threaded groove 13, so that the connection can be easily disassembled.

[0042] As a further improvement of the utility model, a plurality of pull rods 3 are arranged on the foundation beam 4, the foundation beam 4 is connected with a plurality of hexagonal pile bodies 1 through the plurality of pull rods 3, the foundation beam 4 and the plurality of hexagonal pile bodies 1 are arranged in parallel, and the hexagonal pile body 1 is connected with the foundation beam 4 through the pull rod 3, which is also convenient for increasing the stress uniformity of the foundation beam 4, and is also beneficial to avoid the inclination or collapse of the hexagonal pile body 1 due to uneven stress of a certain section, thereby improving the overall strength of the river channel protection.

[0043] As a further improvement of the utility model, the trapezoidal insert plate 2 is internally provided with a trapezoidal cavity 21, the side surface of the trapezoidal insert plate 2 is provided with a water retaining hole, the trapezoidal insert plate 2 is integrally formed by concrete pouring, plants can grow in the trapezoidal cavity 21, and the overall aesthetics is further improved, the water retaining hole on the side surface is convenient for plant growth on the one hand, and avoids water accumulation in the cavity when there is no plant in the trapezoidal cavity 21 on the other hand.

[0044] As further improvement of the utility model, the hexagonal pile body 1 includes a foundation part 14 inserted into the soil, and a supporting part 15 exposed to the soil, the trapezoidal plugboard 2 has the same height with the supporting part 15, and the height of the trapezoidal plugboard 2 is consistent with the height of the supporting part 15, so as to increase the overall protection and the overall aesthetic appearance.

[0045] The above description of disclosed embodiments enables those skilled in the art to carry out or use the utility model. Various modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the utility model. Therefore, the utility model will not be limited to these embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A sheet pile retaining structure, characterised in that , comprising: A hexagonal pile body (1) in a hollow shape, the hexagonal pile body (1) being rounded at the corners; A trapezoidal insert plate (2) arranged between two adjacent hexagonal pile bodies (1), the trapezoidal insert plate (2) being fitted at both ends with the hexagonal pile bodies (1); A foundation beam (4) detachably connected with the hexagonal pile bodies (1) by a pull rod (3).

2. A pile wall retaining structure according to claim 1, wherein The hexagonal pile body (1) is provided with a cylindrical hollow groove (11) inside, and the axis of the hollow groove (11) coincides with the axis of the hexagonal pile body (1).

3. A pile wall retaining structure according to claim 2, wherein The hexagonal pile body (1) is provided with a reinforcing rib (12) inside, the reinforcing rib (12) being arranged around the outer circumferential surface of the hollow groove (11), and the reinforcing rib (12) being provided with a plurality of reinforcing ribs.

4. A pile wall retaining structure according to claim 3, wherein The hexagonal pile body (1) is provided with a plurality of threaded grooves (13) on the side surface, one end of the pull rod (3) is provided with a thread matched with the threaded groove (13), and the pull rod (3) is connected with the threaded groove (13) through a nut.

5. A pile wall retaining structure according to claim 4, wherein The foundation beam (4) is provided with a plurality of pull rods (3), the foundation beam (4) is connected with a plurality of hexagonal pile bodies (1) through a plurality of pull rods (3), and the foundation beam (4) and the plurality of hexagonal pile bodies (1) are arranged in parallel.

6. A pile wall retaining structure according to claim 5, wherein The trapezoidal insert plate (2) is provided with a trapezoidal cavity (21) inside, and the trapezoidal insert plate (2) is provided with a water retaining hole on the side surface.

7. A pile wall retaining structure according to claim 6, wherein The hexagonal pile body (1) includes a foundation part (14) inserted into the soil and a support part (15) exposed to the soil.

8. A pile wall retaining structure according to claim 7, wherein The trapezoidal insert plate (2) and the support part (15) have the same height.

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