Retaining dam check gate

Abstract

The utility model belongs to the technical field of salt field retaining dams, and particularly relates to a retaining dam check gate which comprises a red brick slope protection body, a vertical pile structure and a supporting structure. An inspection pedal is arranged at the top of the red brick slope protection body, a pipeline penetrates through the inspection pedal, and a main gate body is arranged on the outer side of the pipeline; the vertical pile structure comprises a plurality of glass fiber reinforced plastic vertical piles arranged at the bottom of the inspection pedal, and the glass fiber reinforced plastic vertical piles are symmetrically distributed on the two sides of the main gate body and arranged in a matrix mode. The supporting structure comprises an inclined supporting plate, a vertical supporting plate and a transverse supporting plate, and the inspection pedal and the red brick slope protection body are supported through the supporting structure. The device is convenient and fast to mount, is beneficial to improving the working efficiency, and solves the problems that in the related technology, soil sampling on a salt pan site is relatively difficult, and under general conditions, large equipment is needed for cofferdam and dam blocking, the cost is high, the time is long, and the working efficiency is low.

Description

Technical Field

[0001] This utility model belongs to the technical field of salt field dams, and particularly relates to a dam control gate. Background Technology

[0002] A dam is a water-retaining structure that blocks the flow of water in rivers and channels to raise the water level or regulate the flow. It can form a reservoir, raising the water level, regulating runoff, and concentrating water head for purposes such as flood control, water supply, irrigation, hydroelectric power generation, and improved navigation. It can also be a river regulation structure that adjusts the river's course and protects the riverbank. Furthermore, in salt field mining, dams may be necessary. However, obtaining soil from salt fields is relatively difficult, and building embankments and dams typically requires large equipment, resulting in high costs, long processing times, and low efficiency. To address these issues, we have developed a dam control gate. Utility Model Content

[0003] This utility model discloses a water-retaining dam control gate, which aims to solve the technical problems of the relative difficulty in obtaining soil on-site in salt fields, and the fact that building embankments and retaining dams generally requires the use of large equipment, which is costly, time-consuming, and inefficient.

[0004] To achieve the above objectives, the present invention adopts the following technical solution:

[0005] A water-retaining dam control gate includes a red brick slope protection body, a vertical pile structure, and a supporting structure, wherein:

[0006] The main body of the red brick slope protection has an inspection board on top, through which a pipe is installed, and the main gate body is installed on the outside of the pipe;

[0007] The vertical pile structure includes several fiberglass vertical piles installed at the bottom of the inspection pedal. The fiberglass vertical piles are symmetrically distributed on both sides of the main gate body and arranged in a matrix.

[0008] The support structure includes an inclined support plate, a vertical support plate, and a horizontal support plate set on the vertical pile structure. The inspection tread and the red brick slope protection body are supported by the support structure.

[0009] In a preferred embodiment, the support structure includes:

[0010] Fixing strips are staggered between adjacent columns of fiberglass vertical piles, and the fixing strips have symmetrical slots on both sides.

[0011] The No. 1 fiberglass plate serves as an inclined support plate, and the No. 1 fiberglass plate is spliced ​​between the slots inside the two interlaced and opposite fixing strips.

[0012] The No. 2 fiberglass plate serves as a vertical support plate, and the No. 2 fiberglass plate is fixedly installed between the two fiberglass vertical piles on both sides of the main gate body.

[0013] Supporting channel steel, which serves as a transverse support plate, is fixedly installed between two adjacent columns of fiberglass vertical piles, and the supporting channel steel is fixedly installed on the top of the No. 1 fiberglass plate.

[0014] In a preferred embodiment, every four fiberglass vertical piles arranged in adjacent directions in the vertical pile structure form a rectangular area, and the first fiberglass plate is located on the rectangular diagonal of the rectangular area.

[0015] In a preferred embodiment, a No. 1 snap-fit ​​groove is provided on the side of the No. 1 fiberglass plate near the fixing strip, and a No. 2 snap-fit ​​groove is provided on the side of the fixing strip near the No. 1 snap-fit ​​groove. Snap-fit ​​plates are snapped into the No. 1 and No. 2 snap-fit ​​grooves.

[0016] The design of the No. 1 and No. 2 card slots and the card plate helps to strengthen the fixing strip's support for the No. 1 fiberglass plate, making the support more stable.

[0017] In a preferred embodiment, the installation method of the first fiberglass plate is an "M" shaped structure when viewed from above.

[0018] The installation method of setting up the No. 1 fiberglass plate, which forms an "M" shape when viewed from above, effectively enhances the overall stability and impact resistance of the device.

[0019] In a preferred embodiment, a pipe is installed through the interior of the red brick slope protection body on one side near the bottom.

[0020] In a preferred embodiment, the main body of the red brick slope protection is configured as a trapezoidal structure, and the length of the fiberglass vertical piles on both sides is increased accordingly based on the inclination angle of the main body of the red brick slope protection.

[0021] By setting the main body of the red brick slope protection as a trapezoidal structure, and increasing the length of the fiberglass vertical piles on both sides according to the inclination angle of the main body of the red brick slope protection, it is beneficial to enhance the overall support stability of the device.

[0022] In a preferred embodiment, a photovoltaic panel is fixedly installed on one side of the top of the inspection pedal by a fixing rod, a distribution box is fixedly installed on one side of the fixing rod, and a rain cover is fixedly installed on the top of the main gate body and outside the remote electric self-propelled device.

[0023] Installing photovoltaic panels and distribution boxes helps to store electrical energy in sunny weather, saving energy, and the rain cover helps to protect the remote electric bicycle in rainy weather.

[0024] In a preferred embodiment, guardrails are symmetrically fixedly installed on both sides of the top of the inspection pedal.

[0025] By installing guardrails, the safety of inspections can be enhanced, and the inspection pedals are made of grating plates for more stable support.

[0026] Specifically: In the above technical solution, a dam control gate includes a red brick slope protection body, fiberglass vertical piles, and a support structure. A pipe is installed inside the red brick slope protection body near the bottom, and a main gate body is installed outside the pipe. A remote-controlled electric self-propelled device is fixedly installed on the top side of the main gate body. An inspection pedal is installed on the top of the red brick slope protection body. Fiberglass vertical piles are symmetrically and equidistantly installed at the bottom of the inspection pedal and on both sides of the main gate body. The inspection pedal and the red brick slope protection body are supported by a support structure. The support structure includes fixing strips. Fixing strips are staggered and fixedly installed between adjacent rows of fiberglass vertical piles. Grooves are symmetrically opened on both sides of the fixing strips. A first fiberglass plate is spliced ​​between the grooves inside two staggered fixing strips. A second fiberglass plate is fixedly installed between two fiberglass vertical piles on both sides of the main gate body. Supporting channel steel is fixedly installed between adjacent rows of fiberglass vertical piles and on top of the first fiberglass plate.

[0027] The water-retaining dam control gate provided by this utility model has the following advantages: In use, the main body of the red brick slope protection is first raised to the width corresponding to the inspection platform. Fiberglass vertical piles and the No. 1 fiberglass plate, which is spliced ​​together with fixing strips and slots, are inserted into the soil 500mm deep. After installing the main gate body, a No. 2 fiberglass plate is inserted on the outside of the main gate body between two adjacent fiberglass vertical piles, and the red brick slope protection body is backfilled to restore it. Supporting channel steel is installed between the two red brick slope protection bodies on both sides, located on top of the No. 1 fiberglass plate, using bolts to strengthen the support and stability. Installation is more convenient and faster, which helps improve work efficiency. This solves the technical problems in related technologies where it is relatively difficult to obtain soil from salt fields, and where building embankments and retaining dams generally requires large equipment, resulting in high costs, long time, and low work efficiency. Attached Figure Description

[0028] Figure 1 This is a three-dimensional schematic diagram of a water-retaining dam control gate proposed in this utility model.

[0029] Figure 2 This is a partial three-dimensional schematic diagram of a water-retaining dam control gate proposed in this utility model.

[0030] Figure 3 This is a three-dimensional schematic diagram of the support structure in the control gate of a dam proposed in this utility model.

[0031] Figure 4 This is a three-dimensional schematic diagram of a partial support structure in a dam control gate proposed in this utility model.

[0032] Figure 5 for Figure 4Enlarged view of point A in the middle.

[0033] In the attached diagram: 1. Main body of red brick slope protection; 2. Main gate body; 3. Remote electric self-propelled device; 4. Rain cover; 5. Photovoltaic panel; 51. Distribution box; 6. Pipeline; 7. Fiberglass vertical pile; 8. Support structure; 81. Fixing strip; 82. Card slot; 83. No. 1 fiberglass plate; 84. No. 2 fiberglass plate; 85. Support channel steel; 86. No. 1 card slot; 87. No. 2 card slot; 88. Card plate; 9. Inspection pedal; 91. Guardrail. Detailed Implementation

[0034] The technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. The components of the embodiments of this application described and marked in the accompanying drawings can be arranged and designed in various different configurations. Therefore, the following detailed description of the embodiments of this application provided in the accompanying drawings is not intended to limit the scope of the claimed application, but merely represents selected embodiments of this application. All other embodiments obtained by those skilled in the art based on the embodiments of this application without inventive effort are within the scope of protection of this application.

[0035] The water-retaining dam control gate disclosed in this utility model is mainly used in the installation of water-retaining dams in salt fields. Example 1

[0036] A water-retaining dam control gate includes a red brick slope protection body 1, a vertical pile structure, and a supporting structure 8, wherein:

[0037] The main body 1 of the red brick slope protection has an inspection board 9 on its top, and a pipe 6 runs through it. The main gate body 2 is installed on the outside of the pipe 6.

[0038] The vertical pile structure includes several fiberglass vertical piles 7 installed at the bottom of the inspection pedal 9. The fiberglass vertical piles 7 are symmetrically distributed on both sides of the main gate body 2 and arranged in a matrix.

[0039] The support structure 8 includes an inclined support plate, a vertical support plate, and a horizontal support plate set on the vertical pile structure. The inspection pedal 9 and the red brick slope protection body 1 are supported by the support structure 8.

[0040] In this embodiment, the dam control gate includes a red brick slope protection body, fiberglass vertical piles, and a support structure. An inspection platform 9 is installed on the top of the red brick slope protection body 1. Fiberglass vertical piles 7 are symmetrically and equidistantly installed at the bottom of the inspection platform 9 and on both sides of the main gate body 2. The inspection platform 9 and the red brick slope protection body 1 are supported by the support structure. When using this dam control gate, the red brick slope protection body 1 is first raised to the width corresponding to the inspection platform 9. The fiberglass vertical piles 7 and the inclined support plates spliced ​​between them are inserted into the soil 500mm. After installing the main gate body 2, vertical support plates are inserted between two adjacent fiberglass vertical piles 7 on the outside of the main gate body 2, and the red brick slope protection body is backfilled to restore it. The installation is convenient and quick, improving work efficiency and solving the problems of difficulty in obtaining soil from salt fields in related technologies, and the fact that building embankments and retaining dams generally requires large equipment, resulting in high costs, long time, and low work efficiency. Example 2

[0041] Embodiment 2 of this utility model is a further improvement on Embodiment 1 in order to fully leverage the technical advantages of the present invention. The following is an illustrative example.

[0042] For example, the support structure 8 includes:

[0043] Fixing strip 81: Fixing strip 81 is staggered between two adjacent columns of fiberglass vertical piles 7. The fixing strip 81 has symmetrical slots 82 on both sides.

[0044] The No. 1 fiberglass plate 83 serves as an inclined support plate, and the No. 1 fiberglass plate 83 is spliced ​​between the slots 82 inside the two staggered and opposite fixing strips 81.

[0045] The No. 2 fiberglass plate 84 serves as a vertical support plate, and the No. 2 fiberglass plate 84 is fixedly installed between the two fiberglass vertical piles 7 on both sides of the main gate body 2.

[0046] Supporting channel steel 85 serves as a transverse support plate. Supporting channel steel 85 is fixedly installed between two adjacent columns of fiberglass vertical piles 7. The supporting channel steel 85 is fixedly installed on the top of the first fiberglass plate 83.

[0047] In this embodiment, the support structure 8 includes a first fiberglass plate 83 as an inclined support plate, a second fiberglass plate 84 as a vertical support plate, a support channel steel 85 as a horizontal support plate, and fixing strips 81 and slots 82 that serve as connections. These are used to support the inspection tread 9 and the red brick slope protection body 1, achieving multi-directional support and enhancing the overall structural stability.

[0048] Furthermore, in this embodiment, it can also be considered that every four fiberglass vertical piles 7 arranged in adjacent directions in the vertical pile structure form a rectangular area, and the first fiberglass plate 83 is located on the rectangular diagonal of the rectangular area.

[0049] Furthermore, in this embodiment, each of the fiberglass vertical piles 7 can be arranged along the same rectangular diagonal direction.

[0050] Furthermore, in this embodiment, a first-order snap-fit ​​groove 86 is provided on the side of the first fiberglass plate 83 near the fixing strip 81, and a second-order snap-fit ​​groove 87 is provided on the side of the fixing strip 81 near the first-order snap-fit ​​groove 86. A snap-fit ​​plate 88 is snapped into the first-order snap-fit ​​groove 86 and the second-order snap-fit ​​groove 87. The first-order snap-fit ​​groove 86, the second-order snap-fit ​​groove 87 and the snap-fit ​​plate 88 are provided to strengthen the fixing support of the fixing strip 81 on the first fiberglass plate 83, making the support more stable.

[0051] Reference Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5 A dam control gate includes: a red brick slope protection body 1, fiberglass vertical piles 7, and a support structure 8. A pipe 6 is installed inside the red brick slope protection body 1 near the bottom. A main gate body 2 is installed outside the pipe 6. A remote-controlled electric self-propelled device 3 is fixedly installed on the top side of the main gate body 2. An inspection pedal 9 is installed on the top of the red brick slope protection body 1. Fiberglass vertical piles 7 are symmetrically and equidistantly installed at the bottom of the inspection pedal 9 and on both sides of the main gate body 2. The inspection pedal 9 and the red brick slope protection body 1 are supported by the support structure 8. The support structure 8 includes fixing strips 81. Fixing strips 81 are staggered and fixedly installed between adjacent rows of fiberglass vertical piles 7. Grooves 82 are symmetrically opened on both sides of the fixing strips 81. A first fiberglass plate 83 is spliced ​​between the grooves 82 inside the staggered fixing strips 81. A second fiberglass plate 84 is fixedly installed between two fiberglass vertical piles 7 on both sides of the main gate body 2. Supporting channel steel 85 is fixedly installed between adjacent rows of fiberglass vertical piles 7 and on top of the first fiberglass plate 83.

[0052] In the above technical solution, considering the issue of enhancing the overall structural stability, the specific operation is as follows to address this problem:

[0053] Reference Figure 1 and Figure 4 In a preferred embodiment, the red brick slope protection body 1 is configured as a trapezoidal structure, and the length of the fiberglass vertical piles 7 on both sides is increased accordingly based on the inclination angle of the red brick slope protection body 1. By configuring the red brick slope protection body 1 as a trapezoidal structure and increasing the length of the fiberglass vertical piles 7 on both sides according to the inclination angle of the red brick slope protection body 1, it is beneficial to enhance the overall support stability of the device.

[0054] The installation method of the No. 1 fiberglass plate 83 is an "M" shaped structure when viewed from above; by setting the installation method of the No. 1 fiberglass plate 83 to an "M" shaped structure when viewed from above, the overall stability and impact resistance of the device are effectively enhanced.

[0055] Among them, a photovoltaic panel 5 is fixedly installed on one side of the top of the inspection pedal 9 via a fixing rod, and a distribution box 51 is fixedly installed on one side of the fixing rod. A rain cover 4 is fixedly installed on the top of the main gate body 2 and on the outside of the remote electric self-propelled vehicle 3. The installation of photovoltaic panels 5 and distribution box 51 is conducive to the storage of electrical energy in sunny weather, saving energy, and the installation of rain cover 4 is conducive to the protection of the remote electric self-propelled vehicle 3 in rainy weather.

[0056] Among them, guardrails 91 are symmetrically fixed on both sides of the top of the inspection pedal 9; by setting guardrails 91, the safety of inspection is enhanced, and the inspection pedal 9 is set as a grid plate, which provides more stable support.

[0057] Working principle: In use, first, the width of the red brick slope protection body 1 corresponding to the inspection step 9 is lifted out. The fiberglass vertical pile 7 and the No. 1 fiberglass plate 83 spliced ​​between the corresponding fiberglass vertical piles 7 by fixing strips 81 and slots 82 are inserted into the soil 500mm. After installing the main gate body 2, the No. 2 fiberglass plate 84 is inserted between two adjacent fiberglass vertical piles 7 on the outside of the main gate body 2 and the red brick slope protection body 1 is backfilled to restore it. The support channel steel 85 is installed between the two red brick slope protection bodies 1 on both sides and on the top of the No. 1 fiberglass plate 83 by bolts to strengthen the support and stability. The installation is more convenient and faster, which helps to improve work efficiency. It solves the technical problems of the difficulty of obtaining soil on the salt field in related technologies, and the fact that the construction of embankments and dams generally requires the use of large equipment, which is costly, time-consuming and inefficient.

[0058] The above description is merely a preferred embodiment of this utility model, but the protection scope of this utility model is not limited thereto. The substitutions may be replacements of some structures, devices, or method steps, or they may be complete technical solutions. Equivalent substitutions or modifications made based on the technical solution and inventive concept of this utility model should all be covered within the protection scope of this utility model.

Claims

1. A dam control gate, characterized in that... :include: The main body of the red brick slope protection (1) is equipped with an inspection tread plate (9) on its top, and a pipe (6) is installed inside it. The main gate body (2) is installed on the outside of the pipe (6). The vertical pile structure includes several fiberglass vertical piles (7) set at the bottom of the inspection pedal (9), the fiberglass vertical piles (7) being symmetrically distributed on both sides of the main gate body (2) and arranged in a matrix; The support structure (8) includes an inclined support plate, a vertical support plate and a horizontal support plate set on the vertical pile structure. The inspection tread (9) and the red brick slope protection body (1) are supported by the support structure (8).

2. A dam control gate according to claim 1, characterized in that... The supporting structure (8) includes: Fixing strips (81) are installed alternately between two adjacent columns of fiberglass vertical piles (7). The fixing strips (81) are symmetrically provided with slots (82) on both sides. A No. 1 fiberglass plate (83) is used as an inclined support plate, and a No. 1 fiberglass plate (83) is spliced ​​between the slots (82) inside the two intersecting and opposite fixing strips (81). The No. 2 fiberglass plate (84) serves as a vertical support plate, and the No. 2 fiberglass plate (84) is fixedly installed between the two fiberglass vertical piles (7) on both sides of the main gate body (2). Supporting channel steel (85) serves as a transverse support plate. Supporting channel steel (85) is fixedly installed between two adjacent columns of fiberglass vertical piles (7). The supporting channel steel (85) is fixedly installed on the top of the first fiberglass plate (83).

3. A dam control gate according to claim 2, characterized in that... In the vertical pile structure, every four fiberglass vertical piles (7) arranged in adjacent directions form a rectangular area, and the first fiberglass plate (83) is located on the rectangular diagonal of the rectangular area.

4. A dam control gate according to claim 2, characterized in that... The first fiberglass plate (83) has a first snap-fit ​​groove (86) on the side near the fixing strip (81), and the fixing strip (81) has a second snap-fit ​​groove (87) on the side near the first snap-fit ​​groove (86). The first snap-fit ​​groove (86) and the second snap-fit ​​groove (87) are snap-fitted with snap-fit ​​plates (88).

5. A dam control gate according to claim 2, characterized in that... The installation method of the No. 1 fiberglass plate (83) is an "M" shaped structure when viewed from above.

6. A dam control gate according to claim 1, characterized in that... The red brick slope protection body (1) has a pipe (6) running through its interior near the bottom.

7. A dam control gate according to claim 1, characterized in that... The red brick slope protection body (1) is set as a trapezoidal structure, and the length of the fiberglass vertical piles (7) on both sides is increased according to the tilt angle of the red brick slope protection body (1).

8. A dam control gate according to claim 1, characterized in that... A remote electric self-propelled device (3) is fixedly installed on the top side of the main gate body (2), and a rain cover (4) is fixedly installed on the top of the main gate body (2) and outside the remote electric self-propelled device (3).

9. A dam control gate according to claim 1, characterized in that... A photovoltaic panel (5) is fixedly installed on one side of the top of the inspection pedal (9) by a fixing rod, and a distribution box (51) is fixedly installed on one side of the fixing rod.

10. A dam control gate according to claim 1, characterized in that... The inspection pedal (9) is symmetrically fixed with guardrails (91) on both sides of its top.

Images