A channel bottom segmented silt removal and interception device

Abstract

The utility model belongs to the technical field of water conservancy construction, and relates to a channel bottom segmented desilting and intercepting device, which is composed of a plurality of L-shaped vertical baffles, a plurality of vertical plug-ins, two L-shaped side baffles, a plurality of sandbags and a plurality of hanging nets; the rear side wall of each of the L-shaped vertical baffles is fixed with two L-shaped slot plates, and the two L-shaped slot plates respectively form a U-shaped card slot extending in the vertical direction with the two ends of the L-shaped vertical baffle, and the vertical plug-in plate can be inserted into the U-shaped card slot. The intercepting device can be installed in a ditch as a temporary cofferdam for water blocking and interception, and a plurality of L-shaped vertical baffles, a plurality of vertical plug-ins and two L-shaped slot plates can be installed in the ditch to form a baffle wall, and hanging nets and sandbags are alternately laid on the front side of the baffle wall to construct a sandbag wall. The temporary cofferdam structure formed by the baffle wall and the sandbag wall is stable and has a good water blocking effect; when dismantling, the hanging net and the sandbags can be lifted layer by layer using a lifting device, and a plurality of sandbags can be lifted at one time; the intercepting device is easy to disassemble and assemble, and can be reused.

Description

Technical Field

[0001] The utility model belongs to the technical field of water conservancy construction, in particular to a channel bottom segmented silt removal and interception device. Background Art

[0002] Ditches are important channel structures in water conservancy projects, mainly used for water transportation, water diversion for power generation, agricultural irrigation, etc. After long-term use, debris and silt are deposited at the bottom of the ditch, resulting in a reduction in the flow area of ​​the ditch, affecting water conservancy irrigation, flood control and drainage, etc. Ditch bottom dredging is an important part of water conservancy construction.

[0003] Dry dredging is a method of dredging by lowering the water level in the ditch or completely draining the ditch, which facilitates the cleaning of sediments at the bottom of the ditch. When using the dry dredging method to dredge the ditch to be dredged, the ditch to be dredged is divided into multiple sections and processed in sequence. When dredging each section of the ditch, a temporary cofferdam is built in the ditch to block water and intercept flow, so as to achieve the purpose of lowering the water level in the ditch downstream of the cofferdam or draining the water in the downstream ditch.

[0004] Common types of cofferdams include earth and stone cofferdams, concrete cofferdams, grass and soil cofferdams, wooden cage cofferdams, steel sheet pile lattice cofferdams, etc. Among them, it is advisable to build temporary cofferdams in ditches to block water and intercept flow, which is convenient for disassembly and assembly, low cost, and can be reused. In the existing technology, sandbags or bricks and stones are often used to build temporary cofferdams for ditch dredging, which has good water blocking and interception effects and low costs. However, due to the segmented interception and dredging of ditches, the use of sandbags or bricks and stones to build temporary cofferdams is not convenient for disassembly and assembly and reuse. Utility Model Content

[0005] The purpose of the utility model is to provide a channel bottom segmented silt removal and interception device to solve the above technical problems.

[0006] The utility model is realized by the following technical solutions:

[0007] A channel bottom segmented desilting and intercepting device comprises a plurality of L-shaped vertical baffles, which are arranged and installed along the flow cross section in the ditch to block water and intercept flow, and the rear side wall of each L-shaped vertical baffle is fixed with two L-shaped groove plates, and the two L-shaped groove plates respectively form U-shaped slots extending in the vertical direction with the two ends of the L-shaped vertical baffle;

[0008] It includes a plurality of facade plug-ins, and the facade plug-ins can be inserted into the U-shaped card slot; when a plurality of L-shaped facade baffles are arranged and installed along the flow section of the ditch for blocking water and intercepting flow, the left end and the right end of the facade plug-in plate can be respectively inserted into the two U-shaped card slots between two adjacent L-shaped facade baffles. When two adjacent L-shaped facade baffles are closely together, the facade plug-in plate is inserted behind the two to improve the stability between the two L-shaped facade baffles. Due to the limitation of the width of the ditch, the arrangement and installation of a plurality of L-shaped facade baffles cannot completely block the entire flow section. When there is a gap between two adjacent L-shaped facade baffles, the facade plug-in plate is inserted behind the two to not only improve the stability between the two L-shaped facade baffles, but also block the gap between the two L-shaped facade baffles, thereby forming a blockage in the flow section of the ditch;

[0009] It includes two L-shaped side baffles. When the two side walls of the ditch are inclined, multiple L-shaped vertical baffles are arranged and installed along the flow cross section and cannot form a complete blockage. There is a gap between the two side walls of the ditch and the L-shaped vertical baffles. One side of the L-shaped side baffle can be attached to the side wall of the ditch, and the other side can be attached to the front side wall of the L-shaped vertical baffle. In this way, the L-shaped side baffle can be used to block the gap between the side wall of the ditch and the L-shaped vertical baffle, so that the multiple L-shaped vertical baffles, the multiple vertical plug plates and the two L-shaped groove plates form a baffle wall to form a blockage in the flow cross section of the ditch.

[0010] It also includes a number of sandbags and a number of hanging nets; when constructing a temporary cofferdam to block water and intercept flow, a number of L-shaped vertical baffles, a number of vertical plug plates and two L-shaped groove plates form a baffle wall to form a blockage in the flow section of the ditch, and a number of sandbags can be stacked on the front side of the baffle wall to form a sandbag retaining wall, which can prevent the baffle wall from being washed away by water and ensure the stability of the intercepting device; when stacking sandbags on the front side of the baffle wall, a layer of hanging nets is first laid on the inner bottom surface of the L-shaped vertical baffle, and then a layer of sandbags is laid on the hanging nets, and the hanging nets and sandbags are laid alternately in this way. When dismantling the intercepting device, the hanging nets are gathered to wrap the upper sandbags, and the hanging nets and sandbags can be lifted layer by layer using lifting equipment (such as an excavator or a crane), which is convenient for quickly removing the sandbags. After the intercepting device is dismantled, it can be installed and used again at another water blocking and intercepting point.

[0011] Furthermore, a plurality of insert rods are welded on the bottom surface of each L-shaped vertical baffle, and the bottom end of the insert rod is in a pointed cone shape; when a plurality of L-shaped vertical baffles are arranged and installed along the flow cross-section in the ditch, the insert rods can be inserted into the bottom of the ditch, and the bottom surface of the L-shaped vertical baffle is embedded in the bottom of the ditch, thereby fixing the L-shaped vertical baffle, which can improve the stability of the L-shaped vertical baffle.

[0012] Furthermore, a front baffle is fixedly provided at the bottom front end of each L-shaped vertical baffle, and a U-shaped groove is formed between the bottom of the L-shaped vertical baffle and the front baffle. The hanging net and sandbags are laid in the U-shaped groove, which can improve the stability of the sandbag wall.

[0013] Furthermore, a through hole running through the front and back is provided at the top of each L-shaped facade baffle, the top of each facade plug plate, the top of each L-shaped side baffle and the top of each front baffle; when installing the intercepting device, a rope is threaded through the through hole, and each component can be hoisted with the help of hoisting equipment (such as an excavator or a crane); when dismantling the intercepting device, a steel wire rope is threaded through the through hole, and each component can be lifted from the ditch with the help of hoisting equipment (such as an excavator or a crane), which facilitates disassembly and assembly, and is more labor-saving with the help of hoisting equipment.

[0014] Furthermore, each of the L-shaped side baffles is provided with a socket for inserting an anchor nail; when the side of the L-shaped side baffle is attached to the side wall of the ditch, the anchor nail can be used to anchor the L-shaped side baffle to the side wall of the ditch, which can improve the stability of the L-shaped side baffle, and the other side wall of the L-shaped side baffle can also form a barrier on the front side of the L-shaped vertical baffle, thereby improving the stability of the L-shaped vertical baffle.

[0015] Furthermore, a cone plate is fixedly provided at the bottom of each of the facade plug plates, and the cone plate can be inserted into the bottom of the ditch to improve the stability of the facade plug plates.

[0016] Furthermore, the L-shaped facade baffle, L-shaped groove plate, facade plug plate and L-shaped side baffle are all made of plastic, stainless steel or aluminum alloy.

[0017] Compared with the prior art, the utility model has the following beneficial effects:

[0018] The intercepting device can be installed in a ditch as a temporary cofferdam to block water and intercept flow. When constructing a temporary cofferdam to block water and intercept flow, multiple L-shaped vertical baffles, multiple vertical plug plates and two L-shaped groove plates can be installed in the ditch to form a baffle wall, so that the baffle wall forms a blockage in the flow cross-section of the ditch; a number of sandbags can be piled up on the front side of the baffle wall to form a sandbag retaining wall, which can prevent the baffle wall from being washed away by water and ensure the stability of the intercepting device; when stacking sandbags on the front side of the baffle wall, a layer of hanging net is first laid on the inner bottom surface of the L-shaped vertical baffle, and then a layer of sandbags is laid on the hanging net, and the hanging net and sandbags are laid alternately in this way. Sandbags are constructed in front of the baffle wall to improve the stability of the sandbag wall. The sandbag wall is located on the backwater side, which can reduce the pollution of sandbags by sludge at the bottom of the channel and facilitate the recycling of sandbags. When dismantling the intercepting device, the hanging net is gathered to wrap the upper sandbags. The hanging net and sandbags can be lifted layer by layer using lifting equipment (such as excavators and cranes). Multiple sandbags can be lifted at one time, which is convenient for rapid removal of the sandbag wall. After the intercepting device is dismantled, it can be installed and used again at another water blocking and intercepting point in the next section of the ditch. The intercepting device is used as a temporary cofferdam for water blocking and interception, which is easy to disassemble and assemble and can be reused. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the specific implementation of the utility model or the technical solution in the prior art, the following is a brief introduction to the drawings required for the specific implementation or the prior art description. In all the drawings, similar elements or parts are generally identified by similar reference numerals. In the drawings, each element or part is not necessarily drawn according to the actual scale.

[0020] Figure 1 It is a three-dimensional structural schematic diagram of the utility model.

[0021] Figure 2 It is a schematic diagram of the explosion structure of the utility model.

[0022] Figure 3 It is a three-dimensional structural schematic diagram of the utility model in use state.

[0023] Figure 4 It is a schematic diagram of the structure of the utility model in a top view when in use.

[0024] Figure 5 for Figure 4 Schematic diagram of the cross-sectional structure along the AA direction.

[0025] The names of the components in the figure are: 1. L-shaped vertical baffle, 2. L-shaped groove plate, 3. Vertical plug plate, 4. Through hole, 5. L-shaped side baffle, 6. Front baffle, 7. Insert rod, 8. Sandbag, 9. Cone plate, 10. Ditch, 11. Anchor nail, 12. Hanging net. DETAILED DESCRIPTION

[0026] The following embodiments of the technical solution of the utility model are described in detail in conjunction with the accompanying drawings. The following embodiments are only used to more clearly illustrate the technical solution of the utility model, and are therefore only used as examples, and cannot be used to limit the protection scope of the utility model.

[0027] In the description of the present application, it should be understood that the terms "upper", "lower", "top", "bottom", "inside", "outside", etc., indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.

[0028] A channel bottom segmented silt removal and interception device, such as Figure 1 and Figure 2 As shown, it is composed of a plurality of L-shaped facade baffles 1, a plurality of facade plug plates 3, two L-shaped side baffles 5, a plurality of sandbags 8 and a plurality of hanging nets 12.

[0029] In this embodiment, Figure 1 and Figure 2As shown, a plurality of insert rods 7 are welded on the bottom surface of each L-shaped vertical baffle 1, and the bottom end of the insert rod 7 is in a pointed cone shape; Figures 3 to 5 As shown, a plurality of L-shaped vertical baffles 1 are arranged and installed along the flow cross section in the ditch 10, so as to block water and intercept flow; when the L-shaped vertical baffle 1 is installed in the ditch 10, the insertion rod 7 can be inserted into the bottom of the ditch 10, and the bottom surface of the L-shaped vertical baffle 1 is embedded in the bottom of the channel to increase the stability of the L-shaped vertical baffle 1, and under the anchoring action of the plurality of insertion rods 7, the fixed L-shaped vertical baffle 1 can be fixed to the bottom of the channel; specifically, the insertion rod 7 at the bottom of the L-shaped vertical baffle 1 can be nailed into the bottom of the channel by hammering the L-shaped vertical baffle 1 manually or with the help of an excavator.

[0030] In this embodiment, Figure 1 and Figure 2 As shown, the rear side wall of each L-shaped facade baffle 1 is fixed (welded or integrally formed) with two L-shaped groove plates 2, and one of the L-shaped groove plates 2 and the left end of the L-shaped facade baffle 1 forms a U-shaped groove extending in the vertical direction, and the other L-shaped groove plate 2 and the right end of the L-shaped facade baffle 1 form a U-shaped groove extending in the vertical direction, and the facade plug-in plate 3 can be inserted into the U-shaped groove;

[0031] like Figures 3 to 5 As shown, when multiple L-shaped vertical baffles 1 are arranged and installed along the flow section of the ditch 10 to block water and intercept flow, the left end and the right end of the vertical plug plate 3 can be respectively inserted into the two U-shaped slots between two adjacent L-shaped vertical baffles 1. When the two adjacent L-shaped vertical baffles 1 are closely together, the vertical plug plate 3 is inserted behind them to improve the stability between the two L-shaped vertical baffles 1. Due to the width limitation of the ditch 10, the arrangement and installation of multiple L-shaped vertical baffles 1 cannot completely block the entire flow section. When there is a gap between two adjacent L-shaped vertical baffles 1, the vertical plug plate 3 is inserted behind them. Not only can the stability between the two L-shaped vertical baffles 1 be improved, but the vertical plug plate 3 can also block the gap between the two L-shaped vertical baffles 1. Multiple L-shaped vertical baffles 1 and multiple vertical plug plates 3 cooperate to form a blockage in the flow section of the ditch 10.

[0032] In this embodiment, Figure 2 As shown, a cone plate 9 is fixedly arranged (welded or integrally formed) at the bottom of each of the facade plug plates 3, and the cone plate 9 can be inserted into the bottom of the ditch 10 to improve the stability of the facade plug plate 3; specifically, after two adjacent L-shaped facade baffles 1 are installed in the ditch 10, the facade plug plate 3 is inserted from top to bottom into the U-shaped slot between the two adjacent L-shaped facade baffles 1, and the cone plate 9 at the bottom of the facade plug plate 3 can be nailed into the bottom of the channel by manually hammering or hammering the top of the facade plug plate 3 with the help of an excavator.

[0033] In this embodiment, Figure 1 and Figure 2As shown, each of the L-shaped side baffles 5 is provided with a plug hole for inserting the anchor nail 11; Figure 3 and Figure 5 As shown, when the two side walls of the ditch 10 are inclined, multiple L-shaped vertical baffles 1 are arranged and installed along the flow cross section and cannot form a complete blockage. There is a gap between the two side walls of the ditch 10 and the L-shaped vertical baffle 1. One side of the L-shaped side baffle 5 can be attached to the side wall of the ditch 10, and the other side can be attached to the front side wall of the L-shaped vertical baffle 1. In this way, the L-shaped side baffle 5 can be used to block the gap between the side wall of the ditch 10 and the L-shaped vertical baffle 1, so that multiple L The L-shaped facade baffle 1, multiple facade plug plates 3 and two L-shaped groove plates 2 form a baffle wall to form a blockage in the flow section of the ditch 10; when the side of the L-shaped side baffle 5 is attached to the side wall of the ditch 10, the L-shaped side baffle 5 can be anchored to the side wall of the ditch 10 by using anchor nails 11, which can improve the stability of the L-shaped side baffle 5, and the other side wall of the L-shaped side baffle 5 can also form a blockage on the front side of the L-shaped facade baffle 1, thereby improving the stability of the L-shaped facade baffle 1.

[0034] In this embodiment, Figures 3 to 5 As shown, when a temporary cofferdam is constructed in the ditch 10 to block water and intercept flow, the plurality of L-shaped vertical baffles 1, the plurality of vertical plug plates 3 and the two L-shaped groove plates 2 form a baffle wall to form a blockage in the flow cross section of the ditch 10, and a plurality of sandbags 8 can be stacked on the front side of the baffle wall to form a sandbag retaining wall, which can prevent the baffle wall from being washed away by water and ensure the stability of the intercepting device;

[0035] like Figure 5 As shown, when stacking sandbags 8 on the front side of the baffle wall, a layer of hanging nets 12 is first laid on the inner bottom surface of the L-shaped vertical baffle 1, and then a layer of sandbags 8 is laid on the hanging nets 12, and the hanging nets 12 and sandbags 8 are laid alternately in this way to build a sandbag wall on the front side of the baffle wall; if the ditch 10 is wide, multiple hanging nets 12 can be laid on each layer, and each layer of sandbags 8 can be hoisted and removed in multiple times; in addition, according to the suspension capacity of the hoisting equipment, a layer of hanging nets 12 can also be laid, and two layers of sandbags 8 can be laid thereon; the rear side of the baffle wall is the water side, and the sandbag wall is located on the back side, which can reduce the pollution of the sandbags 8 by the sludge at the bottom of the channel, and facilitate the recycling of the sandbags 8;

[0036] When dismantling the intercepting device, the hanging net 12 is gathered to wrap the upper sandbags 8, and the hanging net 12 and the sandbags 8 can be lifted layer by layer using lifting equipment (such as an excavator or a crane). Multiple sandbags 8 can be lifted at one time, which is convenient for quickly dismantling the sandbag wall. The ditch is intercepted and dredged in sections. After the intercepting device is dismantled, it can be installed and used again at another water blocking and intercepting point in the next section.

[0037] In this embodiment, Figure 1 and Figure 2As shown, a front baffle 6 is fixedly arranged (welded or integrally formed) at the bottom front end of each L-shaped vertical baffle 1, and a U-shaped groove is formed between the bottom of the L-shaped vertical baffle 1 and the front baffle 6. The hanging net 12 and the sandbag 8 are laid in the U-shaped groove, which can improve the stability of the sandbag wall.

[0038] In this embodiment, Figure 1 and Figure 2 As shown, a through hole 4 extending from front to back is provided at the top of each L-shaped facade baffle 1, the top of each facade plug plate 3, the top of each L-shaped side baffle 5 and the top of each front baffle 6; when installing the intercepting device, a steel wire rope is threaded through the through hole 4, and each component can be hoisted with the help of hoisting equipment (such as an excavator or a crane); when dismantling the intercepting device, a rope is threaded through the through hole 4, and each component can be lifted from the ditch 10 with the help of hoisting equipment (such as an excavator or a crane), which is convenient for disassembly and assembly, and it is more labor-saving to use hoisting equipment.

[0039] In this embodiment, the L-shaped facade baffle 1, L-shaped groove plate 2, facade plug plate 3, L-shaped side baffle 5 and front baffle 6 are all made of aluminum alloy, which has high hardness and light weight;

[0040] In addition, the L-shaped vertical baffle 1, the L-shaped groove plate 2, the vertical plug plate 3, the L-shaped side baffle 5 and the front baffle 6 can also be made of plastic, which is lighter than aluminum alloy material, but has a lower hardness and is suitable for blocking shallow water;

[0041] In addition, the L-shaped facade baffle 1, L-shaped groove plate 2, facade plug plate 3, L-shaped side baffle 5 and front baffle 6 can also be made of stainless steel material, which is heavier and has higher hardness, and is suitable for blocking deep water.

Claims

1. A channel bottom segmented silt removal and interception device, characterized in that: It comprises a plurality of L-shaped vertical baffles (1), wherein two L-shaped groove plates (2) are fixed to the rear side wall of each L-shaped vertical baffle (1), and the two L-shaped groove plates (2) respectively form U-shaped slots extending in the vertical direction with the two ends of the L-shaped vertical baffle (1); It comprises a plurality of facade plug-in plates (3), and the facade plug-in plates (3) can be inserted into the U-shaped card slots; It includes two L-shaped side baffles (5); The utility model also comprises a plurality of sandbags (8) and a plurality of hanging nets (12).

2. The channel bottom segmented silt removal and interception device according to claim 1 is characterized in that: A plurality of insertion rods (7) are welded to the bottom surface of each L-shaped vertical baffle (1), and the bottom ends of the insertion rods (7) are in a pointed cone shape.

3. The channel bottom segmented silt removal and interception device according to claim 1 is characterized by: A front baffle (6) is fixedly arranged at the front end of the bottom of each L-shaped vertical baffle (1), and a U-shaped groove is formed between the bottom of the L-shaped vertical baffle (1) and the front baffle (6).

4. The channel bottom segmented desilting and intercepting device according to claim 3 is characterized in that: The top of each L-shaped facade baffle (1), the top of each facade plug plate (3), the top of each L-shaped side baffle (5) and the top of each front baffle (6) are all provided with a through hole (4) penetrating from front to back.

5. The channel bottom segmented silt removal and interception device according to claim 1 is characterized by: Each of the L-shaped side baffles (5) is provided with a plug hole for inserting an anchoring nail (11).

6. The channel bottom segmented desilting and intercepting device according to claim 1, characterized in that: A cone plate (9) is fixedly arranged at the bottom of each of the facade plug plates (3).

7. The channel bottom segmented desilting and intercepting device according to claim 1 is characterized in that: The L-shaped facade baffle (1), the L-shaped groove plate (2), the facade plug plate (3) and the L-shaped side baffle (5) are all made of plastic, stainless steel or aluminum alloy.

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