Flood control air and material dam

Abstract

The utility model discloses a flood control air, material dam bank, including ground stake, omnipotent bag and pipe stake, two rows are set up with the upper end below ground on the ground of the bank or building entrance needing flood control to ground stake, and the upper end of ground stake is equipped with first pipe joint, and the pipe stake can be detachably installed on first pipe joint, and the omnipotent bag is placed between two rows pipe stake and is inflated or / and fills water and forms dam body to realize flood control. The utility model discloses simple structure, convenient to use can fast disassembly and move, take material easy, form bank fast, no leakage, no pollution, it can use air, water and build dam and prevent flood, and it can save a large amount of manpower, material resources and financial resources.

Description

Technical Field

[0001] This utility model relates to the field of flood control technology, specifically to a flood control gas and material embankment. Background Technology

[0002] Most existing dikes are constructed from solid materials such as sand, stone, soil, and cement. During the flood season, extreme weather can cause rivers and lakes to rise rapidly, posing a risk of overflowing and exacerbating flood disasters. Currently, to prevent overflow, the common practice is to build dams with sandbags on top of existing dikes to increase their height. Sandbags are also used to construct dams at other flood-prone locations, such as building entrances. This method requires the emergency transport of sandbags to the site, consuming significant manpower, material resources, and financial investment, making it inefficient. Summary of the Invention

[0003] The purpose of this utility model is to address the shortcomings of existing technologies by providing a flood control embankment that is simple in structure, easy to use, quick to assemble and move, readily available in materials, quick to form, leak-proof, pollution-free, and can save a great deal of manpower, material resources, and financial resources.

[0004] To achieve the above objectives, the technical solution adopted by this utility model is: a flood control air-material dam, comprising ground piles, universal bags, and pipe piles. The ground piles are arranged in two rows on the ground at the entrance of the embankment or building requiring flood control, with their upper ends below the ground. The upper end of each ground pile is provided with a first pipe joint. The pipe piles are detachably installed on the first pipe joint. The universal bags are placed between the two rows of pipe piles and inflated and / or filled with water to form a dam body to achieve flood control.

[0005] Based on the above, the multi-purpose bag is a double-layered bag consisting of an inner bag and an outer bag. The inner bag is a plastic bag that can hold air, water, and sand, and the outer bag is a fabric bag that prevents the inner bag from being punctured or torn.

[0006] Based on the above, the pipe pile is assembled from one or more pipe sections through a second pipe joint.

[0007] Based on the above, a retaining cloth is provided on the outer side of the row of pipe piles on the water-facing side.

[0008] Based on the above, the tarpaulin is made of canvas or striped fabric.

[0009] Based on the above, the universal bag is arranged in multiple layers, and a tension rope is attached to the two rows of pipe piles above the universal bag on the top layer. The tension rope tightens the universal bag on the top layer to secure all the universal bags.

[0010] Based on the above, it also includes a pipe plug, which is adapted to the first pipe connector and the second pipe connector.

[0011] Based on the above, both the ground piles and the pipe piles are steel piles.

[0012] This utility model has substantial features and advancements compared to existing technologies. Specifically, it allows for the pre-driving of two rows of ground piles into the ground at the entrance of a building or embankment requiring flood control. Normally, this does not obstruct pedestrian traffic and offers strong adaptability. When flood control is needed, pipe piles are installed on the ground piles, and multi-layered gas bags are placed between the two rows of pipe piles. Multiple layers can be added as needed to increase the embankment height. The multi-layered gas bags are then inflated and / or filled with water to form the embankment. After flood control, the gas and water are released, allowing the multi-layered gas bags to be stored, the pipe piles removed, and the embankment to be moved elsewhere for continued use. It allows for quick and easy disassembly and relocation, multiple uses over many years, a simple structure, and convenient operation. Furthermore, using multi-layered gas bags (capable of holding gas, water, or sand) instead of traditional sandbags for flood control is readily available, allows for rapid embankment construction, eliminates leakage and pollution, and saves significant manpower, material resources, and financial resources. It can construct flood control embankments using gas and water.

[0013] Furthermore, a protective tarpaulin is installed on the outside of a row of pipe piles on the water-facing side to prevent floodwaters from carrying hard debris that could puncture the multi-purpose bag. Attached Figure Description

[0014] Figure 1 This is the front view of the utility model, omitting the tension rope and the protective cloth.

[0015] Figure 2 This is a side view of the present invention.

[0016] Figure 3 This is a top view of the present invention, omitting the pipe fitting.

[0017] In the diagram: 1. Ground stake; 2. First pipe joint; 3. Multi-purpose bag; 4. Second pipe joint; 5. Tensioning rope; 6. Pipe column; 7. Retaining cloth; 8. Pipe plug; 9. Ground. Detailed Implementation

[0018] The technical solution of this utility model will be further described in detail below through specific embodiments.

[0019] like Figures 1-3 As shown, a flood control embankment includes a ground pile 1, a first pipe joint 2, a multi-purpose bag 3, a pipe pile, a second pipe joint 4, a tension rope 5, a retaining cloth 7, and a pipe plug 8. The ground pile 1 and the pipe pile are both steel piles. The first pipe joint 2 and the second pipe joint 4 are both steel pipe joints.

[0020] In practical use, first, piles are driven into the ground 9 of the embankment of the river, lake, or sea where flood control is required. Two rows of the aforementioned piles 1 are driven into the ground. The upper end of the piles 1 should be about two centimeters below the ground 9. The size of the piles 1 is adjusted according to the actual application scenario. The first pipe joint 2 is set at the upper end of the piles 1. Then, the pipe pile is screwed onto the first pipe joint 2 (threaded connection can be used to increase connection reliability). The universal bag 3 is placed between the two rows of the pipe piles. The universal bag 3 is a double-layered bag consisting of an inner bag and an outer bag. The inner bag is a plastic bag that can hold air, water, and sand, and the outer bag is a fabric bag to prevent the inner bag from being punctured or torn. Using an air pump and a water pump, inflate and fill the universal bags 3 with air and / or water until they are full. Seal the opening of each bag, then attach the tension rope 5 to the two rows of pipe piles. The tension rope 5 tightens the top layer of universal bags 3, securing all the bags, thus forming a flood control dike. Alternatively, the universal bags 3 can be filled with air and / or water before being placed between the two rows of pipe piles. Each pipe pile is assembled from one or more pipe sections 6 using a second pipe connector 4. The top of the uppermost pipe section 6 is equipped with the second pipe connector 4 for adding more pipe sections 6 as needed. One pipe section 6 can be used initially, and if necessary, additional pipe sections 6 can be added via the second pipe connector 4 to increase the height of the pipe pile and simultaneously add multiple layers of universal bags 3, thus achieving the required height for the flood control dike. Using the aforementioned universal bag 3 instead of traditional sandbags for flood control is easy to obtain, allows for rapid dike construction, prevents leakage and pollution, and saves a significant amount of manpower, material resources, and financial resources.

[0021] To prevent the universal bag 3 from being punctured or leaked by hard debris carried by floods from rivers, lakes, and seas, a protective cloth 7 can be installed on the outer side of a row of pipe piles on the water-facing side. The protective cloth 7 is made of canvas or striped cloth.

[0022] Moreover, this utility model has a wide range of applications. Whether it's the entrance to a household, workplace, or even a road culvert or garage, anywhere flood prevention is needed, two rows of the aforementioned ground stakes 1 can be pre-installed at the flood control and water-blocking location, with the ground stakes 1 approximately two centimeters below the ground level. After installing the pipe plug 8 on the first pipe joint 2 (to prevent debris from entering the first pipe joint 2 and affecting subsequent installation of the pipe stakes), it should not obstruct normal passage for people and vehicles. When a flood occurs, remove the pipe plug 8, and quickly assemble the pipe stakes and the universal bag 3 into a sturdy flood control dike according to the specific usage method described above. The pipe plug 8 can be temporarily installed on the uppermost second pipe joint 4 to prevent loss. After the flood control is completed, simply release the air and drain the water, then disassemble and collect the universal bag 3, the pipe stakes, the tension rope 5, etc., for reuse. This flood control gas-filled dike can be used multiple times and for many years. It has a simple structure, is easy to use, and can save a significant amount of manpower, material resources, and financial resources, making it of great significance.

[0023] Furthermore, when the multi-purpose bag 3 is filled with gas, it can also be used as a life-saving device to rescue people.

[0024] Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of this utility model and not to limit it; although the utility model has been described in detail with reference to preferred embodiments, those skilled in the art should understand that modifications can still be made to the specific implementation of this utility model or equivalent substitutions can be made to some technical features without departing from the spirit of the technical solution of this utility model, and all such modifications and substitutions should be covered within the scope of the technical solution claimed by this utility model.

Claims

1. A flood control embankment, characterized in that: The system includes ground piles, multi-purpose bags, and pipe piles. Two rows of ground piles are installed on the ground at the entrance of the building requiring flood control, with their upper ends below ground level. Each ground pile has a first pipe joint at its upper end, and the pipe piles are detachably installed on the first pipe joint. A retaining tarpaulin is installed on the outer side of the row of pipe piles facing the water. The multi-purpose bags are placed between the two rows of pipe piles and inflated and / or filled with water to form a dam for flood control. The multi-purpose bags are arranged in multiple layers, and a tension rope is attached to the top of the two rows of pipe piles above the top multi-purpose bag. The tension rope tightens the top multi-purpose bag to secure all the multi-purpose bags.

2. The flood control embankment according to claim 1, characterized in that: The pipe pile is assembled from one or more pipe sections through a second pipe joint.

3. The flood control embankment according to claim 2, characterized in that: It also includes a pipe plug, which is adapted to the first pipe fitting and the second pipe fitting.

4. The flood control embankment according to claim 1, characterized in that: The tarpaulin is made of canvas or striped fabric.

5. The flood control embankment according to any one of claims 1-4, characterized in that: Both the ground piles and the pipe piles are steel piles.

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