Steel wire rubber rectangular channel

The U-shaped groove and connectors of the wire rubber rectangular channel solve the leakage and appearance problems of the prefabricated rectangular channel when connected at non-standard angles, achieving an efficient and beautiful connection effect.

CN120649429APending Publication Date: 2025-09-16HEILONGJIANG LONGYAN WATER RESOURCES PLANNING & DESIGN CO LTD +1
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Patent Information

Application Number
CN202511117004.2
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-08-11
Publication Date
2025-09-16

AI Technical Summary

Technical Problem

When prefabricated rectangular channels are connected at angles other than 90° or 180°, local cast-in-place and local cutting methods are used, which may result in loose connections, rough joint surfaces, leakage risks, and poor appearance.

Method used

The steel wire rubber rectangular channel, including U-shaped groove, pressure strip, L-shaped plate, nuts, fastening bolts and expansion bolts, takes advantage of the deformation performance of the rubber accordion plate and the steel wire reinforcement structure to achieve tightness and smoothness of connections at different angles.

Benefits of technology

It ensures that the connection surface is tight and leak-free, improves construction efficiency and aesthetics, adapts to changes in different connection angles, and maintains smooth water flow.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention relates to a steel wire rubber rectangular channel, which aims to solve the problems of untight combination, unsmooth joint surface and leakage caused by the adoption of a local cast-in-place and local cutting butt joint method when a fabricated rectangular channel is connected at a non-90-degree or 180-degree angle in the conventional farmland channel construction. The device comprises a U-shaped groove, pressing strips, L-shaped plates, nuts, fastening bolts and expansion bolts, the U-shaped groove is made of a rubber organ plate, each vertical edge of the U-shaped groove is provided with one pressing strip and one L-shaped plate, the pressing strips are attached to the outer wall of the U-shaped groove, the short edges of the L-shaped plates are attached to the pressing strips, fastening bolt holes are formed in the short edges of the L-shaped plates every 150 mm in length, and the nuts are connected with the nuts. Nuts are welded to the outer sides of the fastening bolt holes, and the fastening bolts and the nuts are connected in a threaded mode and then fastened to the pressing strips. Expansion bolt holes are formed in the length direction of the long side of the L-shaped plate every 150 mm, and expansion bolts penetrate through the expansion bolt holes. The method is used for joint connection of the flat connector prefabricated assembly type concrete rectangular channel.
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Description

Technical Field

[0001] The invention relates to a rectangular channel, in particular to a node connection component for a flat-interface prefabricated assembled concrete rectangular channel. Background Art

[0002] In the actual application of precast concrete rectangular channels, the plane layout of the irrigation channels is affected by the existing ditch direction and the requirements of land and resources management. It is impossible for the rectangular channels to achieve 90° and 180° connections completely on the plane. Once the 90° and 180° connections cannot be achieved, gaps will appear in adjacent rectangular channel sections (2m / section), and leakage points will appear in the irrigation and drainage system. The usual practice is to use local cast-in-place and local cutting and docking solutions to solve the problem. Local cast-in-place has the problems of thin component wall, difficult quality control, poor combination of prefabrication and cast-in-place, long curing time, impact on construction period, poor appearance, etc.; local cutting and docking has the problems of difficult cutting, low precision, and uneven joint surface, which lead to leakage risks and poor appearance. Summary of the Invention

[0003] In order to solve the problems of loose connection, rough joint surface and leakage caused by the partial casting and partial cutting and docking method in the existing agricultural canal construction, the present invention provides a steel wire rubber rectangular canal.

[0004] The technical solution adopted by the present invention to solve the above problems is:

[0005] A steel wire rubber rectangular channel, which consists of a U-shaped groove, a pressure strip, an L-shaped plate, a nut, a fastening bolt and an expansion bolt. The U-shaped groove is made of a rubber accordion plate, and each vertical side of the U-shaped groove is equipped with a pressure strip and an L-shaped plate. The pressure strip is in contact with the outer wall of the U-shaped groove, and the short side of the L-shaped plate is in contact with the pressure strip. Fastening bolt holes are opened every 150 mm on the short side of the L-shaped plate, and nuts are welded on the outside of the fastening bolt holes. The fastening bolts are threadedly connected to the nuts and then fastened to the pressure strip; expansion bolt holes are opened every 150 mm on the long side of the L-shaped plate, and the expansion bolts pass through the expansion bolt holes.

[0006] Furthermore, steel wire is added into the rubber accordion plate.

[0007] Furthermore, the length of the pressure strip is the same as the height of the U-shaped groove.

[0008] Furthermore, the length of the L-shaped plate is the same as the height of the U-shaped groove.

[0009] Compared with the prior art, the present invention has the following beneficial effects:

[0010] 1. The present invention uses rubber accordion plates to make U-shaped grooves. The deformation performance of the V-shaped redundant structure of the accordion plates can adapt to the changes in different connection arrangement angles of the concrete rectangular channel plane. The connection surface between the U-shaped groove and the concrete rectangular channel is tight and smooth without leakage, which significantly improves the reliability of the structural connection and ensures the construction efficiency of the concrete rectangular channel.

[0011] 2. Adding steel wire to the rubber accordion board can ensure that when the accordion board is bent at different angles on the plane, its rectangular cross-section can remain unchanged, thereby ensuring that it has no effect on the water flow when used in conjunction with the concrete rectangular channel.

[0012] 3. The groove shape of the U-shaped groove of the present invention can be designed to match the groove shape of the assembled concrete rectangular channel, the purpose of which is to complete a smooth connection and good overall aesthetics. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 This is a structural stereogram of the steel wire rubber rectangular channel;

[0014] Figure 2 yes Figure 1 A top view of

[0015] Figure 3 yes Figure 2 I local enlarged view;

[0016] Figure 4 It is the main view of the U-shaped groove 1;

[0017] Figure 5 yes Figure 4 A top view of

[0018] Figure 6 This is a diagram showing the usage of a wire rubber rectangular channel that effectively connects two concrete rectangular channels arranged at 108 degrees. DETAILED DESCRIPTION

[0019] Specific implementation method 1: Combination Figures 1 to 5This embodiment describes a U-shaped channel 1, a bead 2, an L-shaped plate 3, nuts 4, fastening bolts 5, and expansion bolts 6. The U-shaped channel 1 is made of a 6mm thick rubber accordion plate and has a length of 1000mm. Each vertical side of the U-shaped channel 1 is equipped with a bead 2 and an L-shaped plate 3. The bead 2 is aligned with the outer wall of the U-shaped channel 1, and the short side of the L-shaped plate 3 is aligned with the bead 2. Fastening bolt holes 31 are provided every 150mm along the short side of the L-shaped plate 3. Nuts 4 are welded to the outside of the fastening bolt holes 31. The fastening bolts 5 are threadedly connected to the nuts 4 and then fastened to the bead 2. Expansion bolt holes 32 are provided every 150mm along the long side of the L-shaped plate 3. Expansion bolts 6 pass through these holes. The long side of the L-shaped plate 3 is aligned with the side wall of the concrete rectangular channel 7 to be connected. The expansion bolts 6 connect the L-shaped plate 3 to the concrete rectangular channel 7. Steel wire is added to the rubber accordion plate. This arrangement ensures that the rectangular cross-section of the rubber accordion panel remains stable when bent at various angles. The length of the bead 2 is the same as the height of the U-shaped channel 1. Bead 2 is a steel strip with a wall thickness of 4mm and a width of 40mm. The length of the L-shaped plate 3 is the same as the height of the U-shaped channel 1. The L-shaped plate 3 is made of mild steel with a wall thickness of 5mm and a side length of 40mm x 100mm.

[0020] Method of using the steel wire rubber rectangular channel: ⑴. Lay the precast concrete rectangular channel 7 according to the design requirements; ⑵. Select a steel wire rubber rectangular channel that matches the groove shape of the precast concrete rectangular channel 7, and use neoprene to stick the contact surface of the steel wire rubber rectangular channel and the precast concrete rectangular channel 7; ⑶. Fit a pressure strip 2 to each vertical outer wall of the U-shaped groove 1 that connects with the precast concrete rectangular channel 7, and place an L-shaped plate 3 on the outside of the pressure strip 2; ⑷. Make drilling marks on the precast concrete rectangular channel 7 according to the position of the expansion bolt hole 32 on the long side of the L-shaped plate 3, and remove the L-shaped plate 3; ⑸. Drill holes at the drilling marks on the precast concrete rectangular channel 7, and control the drilling depth to 2 / 3 of the wall thickness of the precast concrete rectangular channel; ⑹. Put the L-shaped plate 3 on the expansion bolt 6, and tighten the expansion bolt 6 to the precast concrete rectangular channel 7, and tighten the fastening bolt 5 and the nut 4 to the pressure strip 2.

Claims

1. A steel wire rubber rectangular channel, characterized by: The steel wire rubber rectangular channel comprises a U-shaped groove (1), a pressure strip (2), an L-shaped plate (3), a nut (4), a fastening bolt (5) and an expansion bolt (6), wherein the U-shaped groove (1) is made of a rubber accordion plate, and each vertical side of the U-shaped groove (1) is provided with a pressure strip (2) and an L-shaped plate (3), wherein the pressure strip (2) is fitted with the outer wall of the U-shaped groove (1), and the short side of the L-shaped plate (3) is fitted with the pressure strip (2), and a fastening bolt hole (31) is opened every 150 mm on the short side of the L-shaped plate (3), and a nut (4) is welded on the outside of the fastening bolt hole (31), and the fastening bolt (5) is fastened to the pressure strip (2) after being threadedly connected with the nut (4); and an expansion bolt hole (32) is opened every 150 mm on the long side of the L-shaped plate (3), and the expansion bolt (6) passes through the expansion bolt hole (32).

2. The steel wire rubber rectangular channel according to claim 1, characterized in that: Steel wire is added into the rubber accordion plate.

3. A steel wire rubber rectangular channel according to claim 1 or 2, characterized in that: The length of the pressure strip (2) is the same as the height of the U-shaped groove (1).

4. The steel wire rubber rectangular channel according to claim 3, characterized in that: The length of the L-shaped plate (3) is the same as the height of the U-shaped groove (1).