Just dike type wharf protection slope utilizing dredged sandy soil

Abstract

The jetty type wharf protection slope comprises a protection slope body arranged on one side of a wharf, the protection slope body is connected with the wharf through a plurality of reinforcing assemblies, each reinforcing assembly comprises two right-angle plates which are oppositely arranged, and the two right-angle plates are connected with the wharf and the protection slope body through pile foundations respectively. A cavity for containing dredged soil is formed between the two right-angle plates. The wharf slope protection structure is reasonable in structure, dredged soil can be reutilized, meanwhile, the structural strength of the wharf slope protection is guaranteed, and good economic benefits are achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of dock construction, in particular to a pier type dock slope protection utilizing dredged sand. Background Art

[0002] With the vigorous development of my country's hydraulic construction field, the number of wharf projects has gradually increased. When dredging wharf channels, the treatment of dredged soil is currently mostly mud dumping in water areas and enclosure on land. There is little in-situ reuse of dredged soil, which has caused a certain waste of resources, and the secondary impact on the environment needs to be considered when treating dredged soil. The use of dredged soil to construct slope protection can directly or after appropriate treatment, use the mud (dredged soil) dredged from waterways, ports or wharf areas to construct or reinforce the shore slope protection structure. This method can not only effectively utilize dredged soil, reduce the cost and environmental impact of waste disposal, but also provide a source of materials for slope protection projects and realize the recycling of resources.

[0003] Chinese patent document CN 220746764 U records a port channel slope protection structure, but the channel slope protection does not make secondary use of dredged soil, and the above-mentioned problems still exist; Chinese patent document CN 213476769 U records a port channel slope protection structure, which cannot solve the problem of dredged soil treatment, has defects in use, and needs to be improved. Utility Model Content

[0004] The utility model provides a pier type dock slope protection using dredged sand, which solves the problem that the dredged soil cannot be reused and the slope protection is complicated to construct and causes waste of resources.

[0005] In order to solve the above technical problems, the technical solution adopted by the utility model is: a pier-type dock slope protection using dredged sand, including a slope protection arranged on one side of the dock, the slope protection is connected to the dock through multiple reinforcement components, the reinforcement components include two right-angle plates arranged opposite to each other, the two right-angle plates are respectively connected to the dock and the slope protection through pile foundations, and a cavity for accommodating dredged soil is formed between the two right-angle plates.

[0006] In a preferred solution, two opposite right-angle plates are connected via two locking plates.

[0007] In a preferred solution, two adjacent right-angle plates on the same side are connected via a sealing plate.

[0008] In a preferred solution, the locking plate and the right-angle plate are plugged together, and a first hook plate and a second hook plate are provided in parallel on both sides of the right-angle plate and the locking plate, and the first hook plate and the second hook plate are plugged together.

[0009] In a preferred solution, a through hole is provided on the right angle plate, the through hole is sleeved on the pile foundation, a cover plate is provided on the top of the pile foundation, the right angle plate is located on the lower side of the cover plate, and the right angle plate is attached to the top surface of the dock and the slope protection.

[0010] In a preferred solution, a plurality of first threaded holes are provided on the right-angle plate, a plurality of mounting holes are penetrated on the sealing plate, screws are passed through the first threaded holes and the mounting holes, and a notch is provided at the bottom of the sealing plate.

[0011] In a preferred solution, a clearance opening is also provided in the middle of the locking plate.

[0012] In a preferred solution, two adjacent locking plates are connected via a locking assembly, and the locking assembly includes two hooks arranged opposite to each other, and the hooks are connected to the locking plates via a U-shaped rod.

[0013] In a preferred solution, the locking assembly includes a connecting tube, the hooks are detachably arranged on the connecting tube, and a fixing plate is provided on one side of the U-shaped rod, and the fixing plate is connected to the locking plate.

[0014] In the preferred solution, a second threaded hole is provided on the outer side of the locking plate, a threaded column is provided on the fixing plate, the threaded column is located in the second threaded hole, a two-way threaded hole is penetrated through the connecting tube, a screw is provided on one side of the hook, and the two opposite screws are respectively threadedly connected to the two-way threaded holes, and hexagonal platforms are also provided on both sides of the connecting tube.

[0015] The beneficial effects of the utility model are as follows: utilizing the dredged soil for the dock and the slope protection, after compaction and slope repair, the structural stability of the slope protection is further ensured by the reinforcement components, and at the same time, the cavity in the reinforcement components is filled with the remaining dredged soil to ensure the overall bearing capacity, the reinforcement components are connected by locking components, the load is evenly distributed, the structural strength of the slope protection is ensured, the construction is convenient, and it has good economic benefits. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The utility model is further described below in conjunction with the accompanying drawings and embodiments:

[0017] Figure 1 It is a top view schematic diagram of the construction of the utility model;

[0018] Figure 2 It is a schematic diagram of the overall structure of the utility model;

[0019] Figure 3 yes Figure 2 A front view schematic diagram of

[0020] Figure 4 yes Figure 1 A magnified schematic diagram of point A;

[0021] Figure 5 yes Figure 2 Schematic diagram of the explosion structure;

[0022] Figure 6 yes Figure 5 Schematic diagram of the reinforced components and pile foundation explosion structure Figure 1 ;

[0023] Figure 7 yes Figure 5 Schematic diagram of the reinforced components and pile foundation explosion structure Figure 2 ;

[0024] Figure 8 yes Figure 7 An enlarged schematic diagram of point B;

[0025] Fig. 9 yes Figure 5 Schematic diagram of the reinforced components and pile foundation explosion structure Figure 3 ;

[0026] Fig.10 yes Fig. 9 A schematic diagram of the working of the locking assembly;

[0027] Fig.11 yes Fig.10 Schematic diagram of the explosion structure;

[0028] Fig.12 yes Fig.11 Enlarged schematic diagram of point C.

[0029] In the figure: land 1; sea area 2; waterway 3; dock 4; slope protection 5; reinforcement component 6; right-angle plate 601; locking plate 602; sealing plate 603; screw 604; through hole 605; first threaded hole 606; mounting hole 607; notch 608; first hook plate 609; second hook plate 610; avoidance opening 611; second threaded hole 612; pile foundation 7; cover plate 8; locking component 9; connecting tube 901; hook 902; U-shaped rod 903; fixing plate 904; bidirectional threaded hole 905; screw rod 906; threaded column 907; hexagonal table 908. DETAILED DESCRIPTION

[0030] like Figure 1-3In the present invention, a pier-type slope protection using dredged sand and soil is provided, including a slope protection 5 arranged on one side of a pier 4, the slope protection 5 is connected to the pier 4 through a plurality of reinforcing components 6, the reinforcing components 6 include two right-angle plates 601 arranged opposite to each other, the two right-angle plates 601 are respectively connected to the pier 4 and the slope protection 5 through pile foundations 7, and a cavity for accommodating dredged soil is formed between the two right-angle plates 601. One side of the wharf 4 is connected to the land 1, and channels 3 are set on both sides of the wharf 4. The slope protection 5 is located in the sea area 2. A large amount of dredged soil is generated when the channel 3 is excavated. The dredged soil is analyzed and suitable dredged soil is selected for filling the wharf. After the filling of the wharf 4 is completed, the remaining dredged soil is used to expand in the direction of the sea area 2 to form the slope protection 5, and then the dredged soil is compacted and the slope is repaired. After the repair is completed, the reinforcement component is installed, and the installation foundation is formed on the wharf 4 and the slope protection 5 through the pile foundation 7. The cavity with an upper opening is formed by connecting two right-angle plates 601, and then the dredged soil is blown into the cavity of the reinforcement component. The overall structure is compact and rigid, which ensures that the bearing capacity of the slope protection is better.

[0031] like Figure 5 In the preferred solution, two opposite right-angle plates 601 are connected by two locking plates 602. With this structure, when installing, the right-angle plates 601 are first installed on the dock 4 and the slope protection 5, and after the right-angle plates 601 are in place, the two right-angle plates 601 are fixed by the locking plates 602, thereby improving the stability of the connection and increasing the capacity of the cavity.

[0032] In a preferred solution, two adjacent right-angle plates 601 on the same side are connected by a sealing plate 603. With this structure, the forces between two adjacent cavities are balanced, thereby improving the overall bearing capacity of the slope protection 5.

[0033] like Figure 6-9 In the preferred solution, the lock plate 602 is plugged into the right angle plate 601, and the first hook plate 609 and the second hook plate 610 are respectively provided in parallel on both sides of the right angle plate 601 and the lock plate 602, and the first hook plate 609 and the second hook plate 610 are plugged into each other. With this structure, the overall installation is convenient and the locking effect is good. At the same time, the lower part of the lock plate 602 is inserted into the slope protection 5, and the overall sealing is better.

[0034] In the preferred solution, a through hole 605 is provided on the right angle plate 601, and the through hole 605 is sleeved on the pile foundation 7. A cover plate 8 is provided on the top of the pile foundation 7, and the right angle plate 601 is located on the lower side of the cover plate 8. The right angle plate 601 is attached to the top surface of the dock 4 and the slope protection 5. With this structure, when installing, the right angle plate 601 is placed on the dock or the slope protection 5 for temporary fixation, and then the pile foundation 7 is aligned with the through hole 605 and inserted into the dock 4 or the slope protection 5 until the right angle plate 601 is completely pressed on the dock 4 or the slope protection 5 for fixation.

[0035] In the preferred solution, a plurality of first threaded holes 606 are provided on the right angle plate 601, a plurality of mounting holes 607 are provided through the sealing plate 603, screws 604 are inserted into the first threaded holes 606 and the mounting holes 607, and a notch 608 is provided at the lower part of the sealing plate 603. With this structure, the sealing plate 603 is convenient to install, and the sealing plate 603 serves as a supplement to the filling space of the cavity, plays a role in enlarging the cavity, and can also bear lateral extrusion.

[0036] In the preferred solution, a clearance opening 611 is further provided in the middle of the locking plate 602. With this structure, the flexibility of installation can be improved while ensuring a good sealing effect inside the cavity. The clearance opening 611 can fully increase the accommodation space inside the cavity. Figure 4 In the figure, a certain gap is set between the first hook plate 609 and the second hook plate 610, and a certain gap is also set between the avoidance 611 and the right-angle plate 604. Since it is impossible to ensure absolute accuracy when installing the right-angle plate 601 located on the dock 4 and the slope protection 5, there may be a certain deviation within the error range. Therefore, the lock plate 602 can be used to bridge the gap, ensuring strong adaptability of the installation.

[0037] like Figure 10-12 In the preferred solution, two adjacent locking plates 602 are connected by a locking assembly 9, and the locking assembly 9 includes two hooks 902 arranged opposite to each other, and the hooks 902 are connected to the locking plates 602 by a U-shaped rod 903. With this structure, the connection strength between two adjacent cavities is enhanced, the hooks 902 are easy to manufacture and install, and the overall construction efficiency is high.

[0038] In the preferred solution, the locking assembly 9 includes a connecting tube 901, a hook 902 is detachably arranged on the connecting tube 901, a fixing plate 904 is arranged on one side of the U-shaped rod 903, and the fixing plate 904 is connected to the locking plate 602. With this structure, the overall installation flexibility is high and can be adjusted as needed.

[0039] In the preferred solution, a second threaded hole 612 is provided on the outer side of the locking plate 602, a threaded column 907 is provided on the fixing plate 904, and the threaded column 907 is located in the second threaded hole 612. A bidirectional threaded hole 905 is penetrated through the connecting tube 901, a screw rod 906 is provided on one side of the hook 902, and two opposite screw rods 906 are respectively threadedly connected with the bidirectional threaded hole 905, and a hexagonal platform 908 is also provided on both sides of the connecting tube 901. With this structure, the spacing between the two hooks 902 can be adjusted to meet the distance change between the locking plates 602 on both sides, thereby improving the fixing effect and ensuring the convenience of installation.

[0040] The above embodiments are only preferred technical solutions of the present invention and should not be regarded as limitations of the present invention. The protection scope of the present invention shall be the technical solutions recorded in the claims, including equivalent replacement solutions of the technical features in the technical solutions recorded in the claims. That is, equivalent replacement improvements within this scope are also within the protection scope of the present invention.

Claims

1. A jetty type wharf slope protection using dredged sand, characterized by: The invention comprises a slope protection (5) arranged on one side of a wharf (4), the slope protection (5) being connected to the wharf (4) via a plurality of reinforcing components (6), the reinforcing components (6) comprising two right-angle plates (601) arranged opposite to each other, the two right-angle plates (601) being respectively connected to the wharf (4) and the slope protection (5) via pile foundations (7), and a cavity for accommodating dredged soil being formed between the two right-angle plates (601).

2. The pier type slope protection using dredged sand according to claim 1 is characterized by: The two opposite right-angle plates (601) are connected via two locking plates (602).

3. The pier type slope protection using dredged sand according to claim 1 is characterized by: Two adjacent right-angle plates (601) on the same side are connected via a sealing plate (603).

4. The pier type slope protection using dredged sand according to claim 1 is characterized by: The locking plate (602) and the right-angle plate (601) are plugged together. A first hook plate (609) and a second hook plate (610) are respectively provided in parallel on both sides of the right-angle plate (601) and the locking plate (602). The first hook plate (609) and the second hook plate (610) are plugged together.

5. The pier type slope protection using dredged sand according to claim 1 is characterized by: The right-angle plate (601) is provided with a through hole (605), the through hole (605) is sleeved on the pile foundation (7), the top of the pile foundation (7) is provided with a cover plate (8), the right-angle plate (601) is located on the lower side of the cover plate (8), and the right-angle plate (601) is attached to the top surface of the dock (4) and the slope protection (5).

6. The pier type slope protection using dredged sand according to claim 3 is characterized by: The right-angle plate (601) is provided with a plurality of first threaded holes (606), the sealing plate (603) is provided with a plurality of mounting holes (607), the screws (604) are inserted into the first threaded holes (606) and the mounting holes (607), and a notch (608) is provided at the bottom of the sealing plate (603).

7. The pier type slope protection using dredged sand according to claim 2 is characterized by: A avoidance opening (611) is also provided in the middle of the locking plate (602).

8. The pier type slope protection using dredged sand according to claim 2 is characterized by: Two adjacent locking plates (602) are connected via a locking assembly (9), wherein the locking assembly (9) comprises two hooks (902) arranged opposite to each other, and the hooks (902) are connected to the locking plates (602) via a U-shaped rod (903).

9. The pier type slope protection using dredged sand according to claim 8 is characterized by: The locking assembly (9) comprises a connecting tube (901), the hooks (902) are detachably arranged on the connecting tube (901), a fixing plate (904) is arranged on one side of the U-shaped rod (903), and the fixing plate (904) is connected to the locking plate (602).

10. The pier type wharf slope protection using dredged sand according to claim 9, characterized in that: A second threaded hole (612) is provided on the outer side of the locking plate (602), a threaded column (907) is provided on the fixing plate (904), and the threaded column (907) is located in the second threaded hole (612). A bidirectional threaded hole (905) is provided through the connecting tube (901), a screw rod (906) is provided on one side of the hook (902), and two opposite screw rods (906) are respectively threadedly connected to the bidirectional threaded hole (905), and hexagonal platforms (908) are also provided on both sides of the connecting tube (901).

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