Channel lining pouring construction channel bottom cushion reinforcing structure

Abstract

The utility model discloses a channel lining pouring construction channel bottom cushion layer reinforcing structure, it includes the concrete foundation of installation at the top of soil, the top fixedly connected with channel lining of concrete foundation, the front side of channel lining bottom is provided with a plurality of vertical reinforcement no.

Description

Technical Field

[0001] This utility model belongs to the field of water conservancy engineering technology, and in particular relates to a channel lining pouring construction bottom cushion layer reinforcement structure. Background Technology

[0002] Channel lining pouring refers to the engineering technology of pouring concrete, masonry, geomembrane, and other materials into the inner wall of channels for farmland irrigation and water conveyance, and forming a continuous and flat protective layer through construction procedures such as formwork, material placement, vibration, and curing. Its core purpose is to reduce leakage losses during channel water conveyance and enhance the resistance of the inner wall of the channel to water erosion.

[0003] In the construction of channel lining, the condition of the channel bottom bedding layer plays a decisive role in the stability and seepage prevention of the lining structure. Currently, the channel bottoms we use are mostly undisturbed soil foundations or simple sand and gravel bedding layers. Undisturbed soil is easily deformed by water flow erosion and seepage, and sand and gravel bedding layers are prone to particle loss under long-term hydraulic action. Therefore, it is necessary to design a channel bottom bedding layer reinforcement structure for channel lining construction. Using a base steel structure for reinforcement can enhance the overall bearing capacity and erosion resistance of the bedding layer, avoid seepage deformation of the undisturbed soil foundation and particle loss of the sand and gravel bedding layer, ensure a tight fit between the lining layer and the bedding layer, reduce leakage risk, extend the service life of the channel, and optimize the stress state of the channel bottom to improve water conveyance stability. Utility Model Content

[0004] The purpose of this utility model is to provide a channel lining casting construction channel bottom cushion layer reinforcement structure, which has the advantages of enhancing the overall bearing capacity and scour resistance of the cushion layer, avoiding the seepage deformation of the original soil foundation, ensuring the tight fit between the lining layer and the cushion layer, extending the service life of the channel, optimizing the stress state of the channel bottom, and improving the water conveyance stability, so as to solve the above-mentioned background technical problems.

[0005] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A channel lining pouring construction channel bottom cushion layer reinforcement structure, which includes a concrete foundation installed on the top of the soil, a channel lining fixedly connected to the top of the concrete foundation, a plurality of vertical reinforcement bars I provided on the front side of the bottom of the channel lining, a plurality of vertical reinforcement bars II provided on the rear side of the bottom of the channel lining, the plurality of vertical reinforcement bars I and II are all embedded in the inner cavity of the concrete foundation, a plurality of horizontal stirrups I welded to the surface of the plurality of vertical reinforcement bars I, a plurality of horizontal stirrups II welded to the surface of the plurality of vertical reinforcement bars II, the horizontal stirrups I and II are symmetrical, a connecting bar is fixedly connected to the inner cavity of the plurality of horizontal stirrups I and II, a reinforcing bar is fixedly connected to the side of the inner cavity of the horizontal stirrups I and II away from the connecting bar, and two symmetrical horizontal reinforcing bars are fixedly connected to the top of the vertical reinforcement bars I and II, the two horizontal reinforcing bars are located in the inner cavity of the concrete foundation.

[0006] Preferably, multiple tie bars are welded to the surfaces of the two rear vertical ribs and the two front vertical ribs, and the tie bars are located above the horizontal stirrups.

[0007] Preferably, the inner cavities of both horizontal stirrup one and horizontal stirrup two are provided with two symmetrical support bars, and the two ends of the support bars are fixedly connected to the connecting bars and the reinforcing bars, respectively.

[0008] Preferably, a diagonal brace is provided at the bottom of the two front supporting ribs, and both ends of the two diagonal braces are fixedly connected to the bottom of the vertical rib.

[0009] Preferably, the bottom of the two supporting ribs on the rear side is provided with a second diagonal brace, and the bottom of the two second diagonal braces is fixedly connected to the bottom of the second vertical rib.

[0010] The beneficial effects of this utility model are: 1. This utility model uses the combined use of vertical reinforcement 1, horizontal stirrup 1 and horizontal stirrup 2 to reinforce the inner cavity of the concrete foundation. Then, the channel lining is poured on top of the concrete foundation. The concrete foundation plays a role in stabilizing the position of the channel bottom cushion layer at the bottom of the channel lining. This can enhance the overall bearing capacity and scour resistance of the cushion layer, prevent the original soil foundation from seeping and deforming, ensure that the lining layer and the cushion layer are tightly bonded, extend the service life of the channel, and at the same time optimize the stress state of the channel bottom and improve the stability of water conveyance. 2. This utility model, through the setting of tie bars, uses tie bars as key components of the steel cage. By optimizing the connection form of the steel bars, it enhances the force transmission efficiency of local nodes, makes the load transfer smooth, and effectively improves the overall rigidity and stability of the steel cage. During the construction stage, it can suppress the displacement and deformation of the steel bars, and ensure the precise forming of the steel cage, laying a solid foundation for the overall project quality. 3. By setting up supporting bars, this utility model provides support for the inner cavities of horizontal stirrup one and horizontal stirrup two, ensuring that the inner cavities of horizontal stirrup one and horizontal stirrup two will not deform due to pressure, thereby improving the stability of horizontal stirrup one and horizontal stirrup two in the inner cavity of the concrete foundation. Attached Figure Description

[0011] The advantages of the present invention, as described above and / or in the following detailed description in conjunction with the accompanying drawings, will become clearer and more readily understood. These drawings are merely illustrative and do not limit the scope of the present invention. Figure 1 This is a front view schematic diagram of one embodiment of the present utility model; Figure 2 This is a top view schematic diagram of one embodiment of the present invention; Figure 3This is a bottom-view perspective view of the inner cavity of a concrete foundation according to an embodiment of the present invention. Figure 4 This is a three-dimensional schematic diagram of a transverse reinforcing bar according to an embodiment of the present utility model; Figure 5 This is a three-dimensional schematic diagram of the second diagonal bracing and the second transverse reinforcing bar according to an embodiment of the present invention.

[0012] The attached diagram lists the components represented by each number as follows: 1. Soil, 2. Concrete foundation, 3. Channel lining, 4. Vertical reinforcement 1, 5. Vertical reinforcement 2, 6. Horizontal stirrup 1, 7. Horizontal stirrup 2, 8. Tie bar, 9. Connecting bar, 10. Reinforcing bar, 11. Support bar, 12. Diagonal bracing bar 1, 13. Diagonal bracing bar 2, 14. Horizontal reinforcement bar. Detailed Implementation

[0013] In the following description, embodiments of the channel lining pouring construction channel bottom cushion layer reinforcement structure of the present invention will be described with reference to the accompanying drawings.

[0014] Figure 1-5This invention illustrates a channel lining construction and channel bottom cushion reinforcement structure according to an embodiment of the present invention. It includes a concrete foundation 2 installed on top of soil 1. A channel lining 3 is fixedly connected to the top of the concrete foundation 2. Multiple vertical reinforcement bars 4 are provided on the front side of the bottom of the channel lining 3, and multiple vertical reinforcement bars 5 are provided on the rear side of the bottom of the channel lining 3. Both vertical reinforcement bars 4 and 5 are embedded in the inner cavity of the concrete foundation 2. Multiple horizontal stirrups 6 are welded to the surface of the vertical reinforcement bars 4, and multiple horizontal stirrups 7 are welded to the surface of the vertical reinforcement bars 5. Symmetrical to horizontal stirrups 6 and 7, multiple tie bars 8 are welded to the surfaces of the two rear vertical stirrups 4 and the two front vertical stirrups 5. The tie bars 8 are located above horizontal stirrups 6 and 7. As a key component of the reinforcing cage, the tie bars 8 optimize the connection of the reinforcing bars, enhance the force transmission efficiency of local nodes, ensure smooth load transfer, and effectively improve the overall stiffness and stability of the reinforcing cage. During construction, they can suppress rebar displacement and deformation, ensuring precise forming of the reinforcing cage and laying a solid foundation for the overall project quality. Both stirrup 1 (6) and horizontal stirrup 2 (7) have connecting bars 9 fixedly connected to their inner cavities. Reinforcing bars 10 are fixedly connected to the side of the inner cavity of both horizontal stirrup 1 (6) and horizontal stirrup 2 (7) away from the connecting bars 9. Two symmetrical supporting bars 11 are provided in the inner cavities of both horizontal stirrup 1 (6) and horizontal stirrup 2 (7), with their ends fixedly connected to the connecting bars 9 and reinforcing bars 10 respectively. The supporting bars 11 provide support to the inner cavities of horizontal stirrup 1 (6) and horizontal stirrup 2 (7), ensuring that the inner cavities of horizontal stirrup 1 (6) and horizontal stirrup 2 (7) do not expand due to pressure. In the event of deformation, the stability of horizontal stirrup 16 and horizontal stirrup 27 within the concrete foundation 2 is improved. Diagonal bracing 12 is provided at the bottom of the two front support bars 11, and both ends of the two diagonal bracing 12 are fixedly connected to the bottom of vertical bar 4. Diagonal bracing 23 is provided at the bottom of the two rear support bars 11, and the bottom of the two diagonal bracing 23 is fixedly connected to the bottom of vertical bar 25. The tops of vertical bar 14 and vertical bar 25 are fixedly connected to two symmetrical horizontal reinforcing bars 14, which are located within the concrete foundation 2.

[0015] Working Principle: Before construction, the soil at the bottom of the channel (1) is leveled and compacted. Then, vertical reinforcement bars 1-4 and 2-5 are implanted at the top of the soil according to the design position, ensuring the burial depth meets the stress requirements. Next, horizontal stirrups 1-6 are welded to the surface of vertical reinforcement bar 1-4, and horizontal stirrups 2-7 are welded to the surface of vertical reinforcement bar 2-5, forming a symmetrical vertical steel reinforcement skeleton. Simultaneously, connecting bars 9 and reinforcing bars 10 are fixed inside the cavities of horizontal stirrups 1-6 and 2-7, and supporting bars 11 are connected to connecting bars 9 and reinforcing bars 10 to enhance the structural stability of the horizontal stirrups. Finally, diagonal bracing bars 1-12 and 2-5 are installed at the bottom of vertical reinforcement bar 1-4 and the bottom of vertical reinforcement bar 2-5, respectively. The second diagonal bracing bar 13 is installed to further enhance the overall deformation resistance of the steel reinforcement cage. Then, the tie bar 8 is welded to connect the rear vertical bar 4 and the front vertical bar 5. The horizontal reinforcement bar 14 is fixed at the top of the vertical bar 4 and the vertical bar 5 to complete the construction of the overall steel reinforcement cage. After the steel reinforcement cage is completed, concrete is poured to form the concrete foundation 2. The channel lining 3 is poured on top of the concrete foundation 2. At this time, the concrete foundation 2 relies on the internal steel reinforcement cage to provide stable support for the channel bottom cushion layer, preventing the soil 1 from deforming due to water infiltration and erosion. At the same time, it ensures that the channel lining 3 is tightly attached to the concrete foundation 2, and finally realizes the bearing capacity of the channel bottom cushion layer.

[0016] In summary, the channel lining construction and bottom bedding reinforcement structure, through the combined use of vertical reinforcement 4, horizontal stirrup 6, and horizontal stirrup 7, reinforces the inner cavity of the concrete foundation 2. Then, the channel lining 3 is poured on top of the concrete foundation 2. The concrete foundation 2 stabilizes the bottom bedding layer at the bottom of the channel lining 3, thereby enhancing the overall bearing capacity and scour resistance of the bedding layer, preventing seepage and deformation of the original soil foundation, ensuring a tight bond between the lining layer and the bedding layer, extending the service life of the channel, optimizing the stress state of the channel bottom, and improving water conveyance stability.

Claims

1. A channel lining placement construction channel bottom cushion reinforcing structure characterized by, The structure includes a concrete foundation (2) installed on top of soil (1), a channel lining (3) fixedly connected to the top of the concrete foundation (2), a plurality of vertical reinforcing bars (4) provided on the front side of the bottom of the channel lining (3), a plurality of vertical reinforcing bars (5) provided on the rear side of the bottom of the channel lining (3), the plurality of vertical reinforcing bars (4) and the plurality of vertical reinforcing bars (5) being embedded in the cavity of the concrete foundation (2), a plurality of horizontal stirrups (6) welded to the surface of the plurality of vertical reinforcing bars (4), and a plurality of horizontal stirrups (6) welded to the surface of the plurality of vertical reinforcing bars (5). A horizontal stirrup 2 (7), the horizontal stirrup 1 (6) and the horizontal stirrup 2 (7) are symmetrical, and the inner cavities of the multiple horizontal stirrup 1 (6) and the horizontal stirrup 2 (7) are all fixedly connected with connecting bars (9). The inner cavities of the horizontal stirrup 1 (6) and the horizontal stirrup 2 (7) are fixedly connected with reinforcing bars (10) on the side away from the connecting bars (9). The top of the vertical bars 1 (4) and the vertical bars 2 (5) are fixedly connected with two symmetrical horizontal reinforcing bars (14). The two horizontal reinforcing bars (14) are located in the inner cavity of the concrete foundation (2).

2. The channel lining construction channel bottom cushion reinforcing structure according to claim 1, characterized by, Multiple tie bars (8) are welded to the surfaces of the two rear vertical bars (4) and the two front vertical bars (5), and the tie bars (8) are located above the horizontal stirrups (6) and the horizontal stirrups (7).

3. The channel lining placement construction channel bottom cushion reinforcing structure according to claim 2, characterized in that, The inner cavities of the first horizontal stirrup (6) and the second horizontal stirrup (7) are each provided with two symmetrical support bars (11), and the two ends of the support bars (11) are fixedly connected to the connecting bars (9) and the reinforcing bars (10) respectively.

4. The channel lining placement construction channel bottom cushion reinforcing structure according to claim 3, characterized in that, Two diagonal bracing bars (12) are provided at the bottom of the two front support bars (11), and both ends of the two diagonal bracing bars (12) are fixedly connected to the bottom of the vertical bar (4).

5. The channel lining placement construction channel bottom cushion reinforcing structure according to claim 4, characterized in that, Two diagonal bracing bars (13) are provided at the bottom of the two rear support bars (11), and the bottom of the two diagonal bracing bars (13) are fixedly connected to the bottom of the vertical bar (5).

Images