Water conservancy project retaining wall

Abstract

The utility model discloses a retaining wall for a water conservancy project, relates to the technical field of water conservancy projects, and aims to solve the problems that when some existing small-sized water conservancy projects are constructed, retaining walls which are temporarily used do not have good supporting structures, so that the impact resistance of the retaining walls is poor, and the practicability is low. A mounting seat is fixedly connected into the bottom plate, a threaded groove is formed in the mounting seat, a spiral ground pile is inserted into the threaded groove, a mounting column is fixedly connected to the outer side of the spiral ground pile, an external thread is arranged on one side of the outer side of the mounting column, and a handle is fixedly connected to one end of the outer side of the mounting column. A connecting rod is arranged on the outer side of the bottom plate, a limiting block and a supporting plate are fixedly connected to the outer side of the connecting rod, and a baffle is fixedly connected to the outer side of the supporting plate. And the effects of convenient use and stable work are achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy projects, in particular to a water conservancy project retaining wall. Background Art

[0002] Water conservancy projects include: flood control projects mainly aimed at preventing flood disasters, farmland water conservancy projects that serve agricultural production to prevent drought and waterlogging, or irrigation and drainage projects, hydropower projects that use water energy to convert into electrical energy, waterway and port projects to improve and create shipping conditions, urban water supply and drainage projects that serve industrial and domestic water use and treat and discharge sewage and rainwater, and retaining walls refer to structures that support roadbed fill or hillside soil and prevent fill or soil from deforming.

[0003] The above-mentioned existing technical solutions have the following defects: during the construction of some existing small-scale water conservancy projects, the retaining walls temporarily used do not have a good supporting structure, which makes the retaining walls have poor impact resistance and low practicality. Utility Model Content

[0004] The utility model aims to provide a water conservancy engineering retaining wall which can provide good impact resistance.

[0005] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0006] A retaining wall for a water conservancy project comprises a base plate, a mounting seat is fixedly connected to the interior of the base plate, a threaded groove is provided inside the mounting seat, a spiral ground pile is inserted into the threaded groove, a mounting column is fixedly connected to the outer side of the spiral ground pile, an outer side of the mounting column is provided with an external thread, a handle is fixedly connected to one end of the outer side of the mounting column, a connecting rod is provided on the outer side of the base plate, a limiting block and a support plate are fixedly connected to the outer side of the connecting rod, and a baffle is fixedly connected to the outer side of the support plate.

[0007] By adopting the above technical solution, a ground pile that can be manually rotated and adjusted is added inside the base plate. The spiral ground pile can be inserted into the ground by connecting the spiral ground pile through the threaded groove and the external thread. At the same time, in order to ensure the stability of the bottom structure, the connecting rod can be clamped with the outside of the wall, and then the baffle can be inserted into the ground. The two cooperate with each other to improve the impact resistance of the retaining wall.

[0008] Furthermore, a threaded hole is opened inside the base plate on the outside of the mounting seat, a wall is provided at the upper end of the base plate, a base and a connecting plate are fixedly connected to the outside of the wall, a through hole is opened inside the connecting plate, and a locking bolt is inserted into the through hole.

[0009] By adopting the above technical solution, the bottom plate and the wall can be made into a structure that can be disassembled and assembled, which is convenient for temporary installation on site.

[0010] Furthermore, the interior of the wall is hollow, and a first reinforcing rib and a second reinforcing rib are fixedly connected to the interior of the wall, and a plurality of the first reinforcing ribs and the second reinforcing ribs are respectively provided.

[0011] By adopting the above technical solution, by adding multiple groups of cross-distributed reinforcing ribs inside the wall, the strength of the overall structure can be improved. At the same time, as a simple retaining wall used in small water conservancy projects, this structure can reduce weight and facilitate transportation and installation.

[0012] Furthermore, the external thread and the thread groove are threadedly connected, and the spiral pile passes through the mounting seat and extends to the outside of the base plate.

[0013] By adopting the above technical solution, the spiral ground piles can be driven into the ground in a rotating manner to improve the stability of the bottom.

[0014] Furthermore, the connecting rod is engaged inside the socket, and the limit blocks are symmetrically arranged in two groups, each group of the limit blocks is provided with two, and the two limit blocks are respectively fitted with two ends of the outer side of the socket.

[0015] By adopting the above technical solution, the connecting rod is clamped inside the socket, and the connecting rod is firmly clamped on the inner side of the socket by the limit block, which can improve the stability of the installation. At the same time, the baffle is inserted into the ground, which can further improve the impact resistance of the rear end part.

[0016] Furthermore, the threaded holes, through holes and locking bolts are symmetrically arranged in two groups, each group of threaded holes, through holes and locking bolts is evenly spaced and arranged with a plurality of them, the locking bolts extend through the through holes to the inside of the threaded holes, and the locking bolts are threadedly connected to the threaded holes.

[0017] By adopting the above technical solution, the wall and the base plate are threadedly connected by locking bolts, so that a detachable connection mode can be achieved, which is convenient for installation and disassembly and convenient for temporary use on site.

[0018] In summary, the beneficial technical effects of the utility model are:

[0019] 1. The spiral piles and baffles are used. The bottom plate is first installed and fixed to the ground through the spiral piles. The spiral piles can be rotated and driven into the ground, which is convenient for manual operation. At the same time, the baffles are installed with the holder on the outside of the wall through the connecting rod, which is convenient for installation. At the same time, after the baffles are inserted into the ground, the two cooperate with each other to improve the stability and impact resistance of the bottom of the retaining wall, and produce a stable working effect;

[0020] 2. The base plate, wall and locking bolts are used. The base plate and the wall are locked and installed by locking bolts. They can be disassembled and assembled at any time according to the site conditions. The first reinforcement rib and the second reinforcement rib are used inside the wall. While reducing the weight of the wall, the strength of the structure can be ensured, the impact resistance of the retaining wall can be improved, and the effect of convenient use can be achieved. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0022] Figure 2 This is a schematic diagram of the split structure of the utility model;

[0023] Figure 3 This is a schematic diagram of the three-dimensional structure of the bottom plate of the utility model;

[0024] Figure 4 This is a schematic diagram of the three-dimensional structure of the connecting rod of the utility model;

[0025] Figure 5 This is a schematic diagram of the cross-sectional structure of the wall of the utility model;

[0026] Figure 6 It is a schematic diagram of the three-dimensional structure of the spiral ground pile of the utility model.

[0027] In the figure, 1, base plate; 2, mounting seat; 3, threaded groove; 4, spiral ground pile; 5, mounting column; 6, external thread; 7, handle; 8, connecting rod; 9, limit block; 10, support plate; 11, baffle; 12, threaded hole; 13, wall; 14, holder; 15, connecting plate; 16, through hole; 17, locking bolt; 131, first reinforcing rib; 132, second reinforcing rib. DETAILED DESCRIPTION

[0028] The utility model is further described in detail below in conjunction with the accompanying drawings.

[0029] Reference Figure 1-6A water conservancy project retaining wall comprises a bottom plate 1, a mounting seat 2 is fixedly connected inside the bottom plate 1, a threaded groove 3 is provided inside the mounting seat 2, a spiral ground pile 4 is inserted inside the threaded groove 3, a mounting column 5 is fixedly connected to the outer side of the spiral ground pile 4, an outer side of the mounting column 5 is provided with an external thread 6, a handle 7 is fixedly connected to one end of the outer side of the mounting column 5, a connecting rod 8 is provided on the outer side of the bottom plate 1, a limited block 9 and a support plate 10 are fixedly connected to the outer side of the connecting rod 8, a baffle 11 is fixedly connected to the outer side of the support plate 10, and a threaded hole 12 is provided inside the bottom plate 1 on the outer side of the mounting seat 2, A wall 13 is provided at the upper end of the base plate 1, and a holder 14 and a connecting plate 15 are fixedly connected to the outer side of the wall 13. A through hole 16 is opened inside the connecting plate 15, and a locking bolt 17 is inserted into the through hole 16. A ground pile that can be manually rotated and adjusted is added inside the base plate 1. The spiral ground pile 4 can be inserted into the ground by threading the spiral ground pile 4 through the thread groove 3 and the external thread 6. At the same time, in order to ensure the stability of the bottom structure, the connecting rod 8 can be clamped with the outer side of the wall 13, and then the baffle 11 can be inserted into the ground. The two cooperate with each other to improve the impact resistance of the retaining wall.

[0030] like Figure 1-6 As shown, the wall 13 is hollow inside, and the first reinforcement rib 131 and the second reinforcement rib 132 are fixedly connected inside the wall 13, and the first reinforcement rib 131 and the second reinforcement rib 132 are respectively provided with multiple, the external thread 6 and the thread groove 3 are threadedly connected, the spiral pile 4 passes through the mounting seat 2 and extends to the outside of the base plate 1, the connecting rod 8 is engaged in the inside of the holder 14, the limit blocks 9 are symmetrically arranged in two groups, each group of limit blocks 9 is provided with two, and the two limit blocks 9 are respectively fitted with the two ends of the outside of the holder 14, the threaded holes 12, the through holes 16 and the locking bolts 17 are respectively symmetrically arranged in two groups, and each group of threaded holes 12, the through holes 16 and the locking bolts 17 are respectively arranged with multiple equal intervals, the locking bolts 17 pass through the through holes 16 and extend to the inside of the threaded holes 12, the locking bolts 17 are threadedly connected to the threaded holes 12, and the locking bolts 17 threadedly connect the wall 13 to the base plate 1, so as to realize a detachable connection mode, which is convenient for installation and disassembly and convenient for temporary use on site.

[0031] The implementation principle of this embodiment is: first install the base plate 1, manually rotate the handle 7, rotate the spiral ground pile 4 through the threaded connection between the external thread 6 and the thread groove 3, and directly rotate it into the ground to achieve preliminary installation and fixation, then install the wall 13 on the base plate 1, and thread the wall 13 and the base plate 1 through the locking bolt 17, then insert the connecting rod 8 into the inside of the holder 14, and at the same time, the baffle 11 is directly inserted into the ground, and the spiral ground pile 4 is used to improve the stability and impact resistance of the device. At the same time, the multiple groups of reinforcing ribs inside the wall 13 can further improve the impact resistance of the device.

[0032] The embodiments of this specific implementation method are all preferred embodiments of the utility model, and are not intended to limit the protection scope of the utility model. Therefore, all equivalent changes made based on the structure, shape, and principle of the utility model should be included in the protection scope of the utility model.

Claims

1. A water conservancy project retaining wall, comprising a bottom plate (1), characterized in that: The bottom plate (1) is fixedly connected to a mounting seat (2) inside, a threaded groove (3) is provided inside the mounting seat (2), a spiral ground pile (4) is inserted inside the threaded groove (3), a mounting column (5) is fixedly connected to the outside of the spiral ground pile (4), an outer side of the mounting column (5) is provided with an external thread (6), one end of the outer side of the mounting column (5) is fixedly connected to a handle (7), a connecting rod (8) is provided on the outside of the bottom plate (1), the outer side of the connecting rod (8) is fixedly connected to a limiting block (9) and a support plate (10), and the outer side of the support plate (10) is fixedly connected to a baffle (11).

2. The water conservancy engineering retaining wall according to claim 1, characterized in that: A threaded hole (12) is provided inside the base plate (1) and outside the mounting seat (2); a wall (13) is provided at the upper end of the base plate (1); a clamping seat (14) and a connecting plate (15) are fixedly connected to the outside of the wall (13); a through hole (16) is provided inside the connecting plate (15); a locking bolt (17) is inserted into the inside of the through hole (16).

3. The water conservancy project retaining wall according to claim 2, characterized in that: The wall (13) is hollow inside, and a first reinforcing rib (131) and a second reinforcing rib (132) are fixedly connected inside the wall (13), and a plurality of the first reinforcing rib (131) and the second reinforcing rib (132) are respectively provided.

4. The water conservancy engineering retaining wall according to claim 1, characterized in that: The external thread (6) and the thread groove (3) are threadedly connected, and the spiral ground pile (4) passes through the mounting seat (2) and extends to the outside of the bottom plate (1).

5. The water conservancy engineering retaining wall according to claim 2, characterized in that: The connecting rod (8) is engaged inside the card seat (14), and the limit blocks (9) are symmetrically arranged in two groups, each group of the limit blocks (9) is provided with two, and the two limit blocks (9) are respectively fitted with two ends of the outer side of the card seat (14).

6. The water conservancy engineering retaining wall according to claim 2, characterized in that: The threaded holes (12), through holes (16) and locking bolts (17) are symmetrically arranged in two groups, and each group of the threaded holes (12), through holes (16) and locking bolts (17) is arranged with a plurality of threads at equal intervals. The locking bolts (17) extend through the through holes (16) to the inside of the threaded holes (12), and the locking bolts (17) are threadedly connected to the threaded holes (12).

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