Cast-in-place reinforcing plate for diversion canal slope

Abstract

The utility model relates to a diversion canal side slope cast-in-place reinforcing plate, which aims to solve the technical problem that soil in a large planting notch of a current diversion canal side slope cast-in-place reinforcing plate is easy to lose, and comprises a cast-in-place reinforcing plate main body for protecting a diversion canal side slope, a plurality of sets of planting notches are formed in the top of the reinforcing plate body at equal intervals, protection blocks are movably installed in the planting notches, a plurality of sets of through holes are formed in the surfaces of the protection blocks at equal intervals, the protection blocks are T-shaped, and rectangular frames are arranged at the bottoms of the protection blocks. The protection blocks are arranged in the planting notches and can cover the planting notches, then flowers and plants planted in the planting notches can stretch out of the through holes of the protection blocks, and the flowers and plants stretching out of the through holes can effectively cover the through holes. The rod diameter of the flowers and plants is located in the through hole and can also be effectively shielded, so that the phenomenon of water and soil loss caused by the fact that soil in the planting notch is taken away by rainwater can be greatly avoided.

Description

Technical Field

[0001] The utility model relates to the technical field of water diversion channel slope protection, in particular to a water diversion channel slope cast-in-place reinforcement plate. Background Art

[0002] Aqueducts are one of the most important means of transporting (draining) man-made and natural water sources in human history. Together with the sedimentation-filtration-disinfection process, they form the most basic drinking water treatment system known to modern people. They are widely used in agricultural irrigation and many other areas of life. Aqueducts are important channel structures in water conservancy projects, and they play the role of transporting water, diverting water for power generation, and agricultural irrigation. The slopes of aqueducts are generally set with a certain slope. During the use of aqueducts, in order to avoid soil erosion caused by rain impacting the slopes, it is usually necessary to set cast-in-place reinforcement plates on the slopes of aqueducts to protect them.

[0003] The existing cast-in-place reinforcement plate for the slope of the water diversion channel usually reserves large planting slots for planting flowers and plants. However, when in use, rainwater enters the planting slots and easily carries away the soil exposed through the openings, resulting in soil erosion on the slope of the water diversion channel. In view of this, we propose a cast-in-place reinforcement plate for the slope of the water diversion channel. Utility Model Content

[0004] The purpose of the utility model is to overcome the deficiencies of the prior art, meet actual needs, and provide a cast-in-place reinforcement plate for the slope of a water diversion channel to solve the technical problem that soil is easily lost in large planting grooves of the current cast-in-place reinforcement plate for the slope of a water diversion channel.

[0005] In order to achieve the purpose of the utility model, the technical solution adopted by the utility model is: designing a cast-in-place reinforcement plate for the slope of a water diversion channel, including a cast-in-place reinforcement plate body for protecting the slope of a water diversion channel, a guide channel is arranged on the top of the reinforcement plate body, and a plurality of groups of planting slots are equidistantly arranged on the top of the reinforcement plate body;

[0006] A protective block is movably installed inside the planting slot, and a plurality of groups of through holes are evenly arranged on the surface of the protective block;

[0007] The protection block is T-shaped, and a rectangular frame is arranged at the bottom of the protection block.

[0008] Preferably, the planting slot is T-shaped, and the size of the planting slot matches the size of the protective block.

[0009] Preferably, a groove is arranged on the top of the protection block, and a hand lever is arranged at the top center of the groove.

[0010] Preferably, the guide channels and the planting slots are staggered.

[0011] Preferably, the guide channel includes a first guide groove and a second guide groove, the first guide groove is longitudinally distributed on the surface of the reinforcement plate body, and the second guide groove is transversely distributed on the surface of the reinforcement plate body, and the second guide groove port is connected to the corresponding first guide groove.

[0012] Preferably, the depth of the first guide groove is greater than the depth of the second guide groove, and the top openings of the first guide groove and the second guide groove are in the same plane.

[0013] Preferably, the second guide groove is arranged in a herringbone shape.

[0014] Compared with the prior art, the beneficial effects of the utility model are:

[0015] 1. The utility model sets a protective block in the planting groove, which can cover the planting groove, and then the flowers and plants planted inside the planting groove can extend from the through hole of the protective block, and the flowers and plants extending from the through hole can effectively cover the through hole, and the stem diameter of the flowers and plants located inside the through hole can also be effectively blocked, so it can greatly prevent rainwater from carrying away the soil inside the planting groove and causing soil erosion. Therefore, the utility model has the advantage of better protection performance on the slope of the water diversion channel.

[0016] 2. The protective block of the utility model is T-shaped as a whole, which can effectively prevent rainwater from flowing in from the joint gap between the protective block and the planting groove, and a rectangular frame is set at the bottom of the protective block. When the protective block is placed into the planting groove, the rectangular frame at the bottom of the protective block is pressed into the exposed soil of the planting groove, thereby shielding and sealing the bottom of the through hole. Therefore, it can be prevented that rainwater entering through the through hole flows at the bottom of the reinforcement plate body and causes the soil at the bottom of the reinforcement plate body to become loose and lost. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0018] Figure 2 This is a schematic diagram of the main structure of the reinforcement plate of the utility model;

[0019] Figure 3 This is a schematic diagram of the first structure of the protection block of the utility model;

[0020] Figure 4 This is a second structural schematic diagram of the protection block of the utility model.

[0021] In the figure: 1. reinforcement plate body; 2. guide channel; 201. first guide groove; 202. second guide groove; 3. planting notch; 4. protection block; 401. through hole; 402. rectangular frame; 403. groove; 404. hand lever. DETAILED DESCRIPTION

[0022] The utility model is further described below in conjunction with the accompanying drawings and embodiments:

[0023] Example: A cast-in-place reinforcement plate for the slope of a water diversion channel, see Figures 1 to 4 , including a cast-in-place reinforcement plate body 1 for protecting the slope of a water diversion channel, a guide channel 2 is arranged on the top of the reinforcement plate body 1, and a plurality of planting slots 3 are arranged equidistantly on the top of the reinforcement plate body 1. After the reinforcement plate body 1 is cast in place on the slope protection of the water diversion channel, the slope protection of the water diversion channel can be protected to prevent rainwater from washing away the soil on the slope protection of the water diversion channel, causing soil loss, and personnel can plant some flowers and plants inside the planting slots 3, which has the effect of decoration and soil tightening. The guide channel 2 on the reinforcement plate body 1 can play a guiding effect, guiding the water flow to flow into the water channel along the guide channel 2; specifically, the guide channel 2 and the planting slots 3 are staggered; further, the guide channel 2 includes a first guide slot 201 and a second guide slot 202, and the first guide slot 201 is longitudinally The second guide groove 202 is distributed on the surface of the reinforcement plate body 1, and the second guide groove 202 is distributed transversely on the surface of the reinforcement plate body 1, and the port of the second guide groove 202 is connected with the corresponding first guide groove 201; further, the depth of the first guide groove 201 is greater than the depth of the second guide groove 202, and the tops of the first guide groove 201 and the second guide groove 202 are in the same plane, and the rainwater falling on the reinforcement plate body 1 enters the first guide groove 201 and the second guide groove 202 respectively, and then the rainwater in the second guide groove 202 will flow from the port into the first guide groove 201, and finally the rainwater flows from the first guide groove 201 to the water diversion channel; it is worth noting that the second guide groove 202 is arranged in a herringbone shape, and the herringbone-shaped second guide groove 202 can make rainwater quickly flow into the first guide groove 201;

[0024] In a specific embodiment, a protective block 4 is movably installed inside the planting slot 3, and a plurality of groups of through holes 401 are equidistantly arranged on the surface of the protective block 4. The protective block 4 can cover the planting slot 3, and then the flowers and plants planted inside the planting slot 3 can extend from the through holes 401 of the protective block 4, and the flowers and plants extending from the through holes 401 can effectively cover the through holes 401, and the stem diameter of the flowers and plants located inside the through holes 401 can also be effectively blocked, so that the phenomenon of rainwater carrying away the soil inside the planting slot 3 and causing soil erosion can be greatly avoided; specifically, a groove 403 is arranged on the top of the protective block 4, and a hand lever 404 is arranged in the center of the top of the groove 403, and the hand lever 404 is convenient for people to hold and move the protective block 4;

[0025] In the utility model, the protective block 4 is T-shaped, and a rectangular frame 402 is arranged at the bottom of the protective block 4. After the T-shaped protective block 4 is placed inside the planting groove 3, rainwater can be effectively prevented from flowing in from the joint gap between the protective block 4 and the planting groove 3. When the protective block 4 is placed inside the planting groove 3, the rectangular frame 402 at the bottom of the protective block 4 is pressed into the exposed soil of the planting groove 3, thereby shielding and sealing the bottom of the through hole 401. Therefore, it can be prevented that rainwater entering through the through hole 401 flows at the bottom of the reinforcement plate body 1 and causes the soil at the bottom of the reinforcement plate body 1 to become loose and lose; specifically, the planting groove 3 is T-shaped, and the size of the planting groove 3 matches the size of the protective block 4, and the T-shaped planting groove 3 facilitates the tight insertion of the T-shaped protective block 4; the utility model solves the technical problem of easy loss of soil in the large planting groove 3 of the current cast-in-place reinforcement plate on the slope of the water diversion channel through the protective block 4.

[0026] Working principle: When protecting the water diversion channel slope, the reinforcement plate body 1 is cast on the water diversion channel slope. The reinforcement plate body 1 can protect the water diversion channel slope to prevent rainwater from washing away the soil on the water diversion channel slope protection, causing soil loss. In addition, people can plant some flowers and plants inside the planting groove 3 to achieve the effect of decoration and soil tightening. The diversion channel 2 on the reinforcement plate body 1 can play a guiding effect, guiding the water flow along the diversion channel 2 into the water channel;

[0027] Secondly, a protective block 4 is placed in the planting slot 3, and the protective block 4 can cover the planting slot 3, and then the flowers and plants planted inside the planting slot 3 can extend from the through hole 401 of the protective block 4, and the flowers and plants extending from the through hole 401 can effectively cover the through hole 401, and the stem diameter of the flowers and plants located inside the through hole 401 can also be effectively blocked, so it can greatly prevent rainwater from taking away the soil inside the planting slot 3 and causing soil erosion;

[0028] Finally, when the protective block 4 is placed into the planting groove 3, the rectangular frame 402 at the bottom of the protective block 4 is pressed into the exposed soil of the planting groove 3, thereby shielding and sealing the bottom of the through hole 401, thereby preventing rainwater entering through the through hole 401 from flowing at the bottom of the reinforcement plate body 1 and causing the soil at the bottom of the reinforcement plate body 1 to become loose and lost.

[0029] The embodiments of the present invention disclose preferred embodiments, but are not limited thereto. A person skilled in the art can easily understand the spirit of the present invention based on the above embodiments and make different extensions and changes. However, as long as they do not deviate from the spirit of the present invention, they are all within the protection scope of the present invention.

Claims

1. A cast-in-place reinforcement plate for a water diversion channel slope, characterized in that: It comprises a cast-in-place reinforcement plate body (1) for protecting the slope of a water diversion channel, a flow guide channel (2) is arranged on the top of the reinforcement plate body (1), and a plurality of groups of planting slots (3) are arranged at equal intervals on the top of the reinforcement plate body (1); A protective block (4) is movably installed inside the planting slot (3), and a plurality of groups of through holes (401) are equidistantly arranged on the surface of the protective block (4); The protection block (4) is T-shaped, and a rectangular frame (402) is arranged at the bottom of the protection block (4).

2. A cast-in-place reinforcement plate for a water diversion channel slope as claimed in claim 1, characterized in that: The planting notch (3) is T-shaped, and the size of the planting notch (3) matches the size of the protection block (4).

3. The cast-in-place reinforcement plate for the water diversion channel slope according to claim 1, characterized in that: The top of the protection block (4) is provided with a groove (403), and a hand lever (404) is arranged at the top center of the groove (403).

4. The cast-in-place reinforcement plate for the water diversion channel slope according to claim 1, characterized in that: The flow guide channels (2) and the planting slots (3) are distributed in an alternating manner.

5. The cast-in-place reinforcement plate for the water diversion channel slope according to claim 1, characterized in that: The guide channel (2) comprises a first guide groove (201) and a second guide groove (202), the first guide groove (201) being longitudinally distributed on the surface of the reinforcement plate body (1), and the second guide groove (202) being transversely distributed on the surface of the reinforcement plate body (1), and a port of the second guide groove (202) being connected to the corresponding first guide groove (201).

6. A cast-in-place reinforcement plate for the slope of a water diversion channel as claimed in claim 5, characterized in that: The depth of the first guide groove (201) is greater than the depth of the second guide groove (202), and the tops of the first guide groove (201) and the second guide groove (202) are located in the same plane.

7. The cast-in-place reinforcement plate for the water diversion channel slope as claimed in claim 5, characterized in that: The second guide groove (202) is arranged in a herringbone shape.

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