Impermeable reinforced concrete pipe

By using epoxy asphalt material and composite anti-permeability layer in reinforced concrete pipes, internal and external protection measures are formed, which solves the problem of corrosion in traditional concrete pipes and significantly improves the sealing and stability of concrete pipes.

CN222811337UActive Publication Date: 2025-04-29CHONGQING FENGTENG BUILDING MATERIALS CO LTD
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Patent Information

Application Number
CN202420855681.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-24
Publication Date
2025-04-29
Estimated Expiration
2034-04-24

AI Technical Summary

Technical Problem

Traditional concrete pipes are susceptible to corrosion due to the water absorption of cement and pre-buried in the soil, resulting in reduced life and reduced performance.

Method used

A reinforced concrete pipe structure including long steel bars, ring hoops and reinforced steel bars is adopted, and two internal and external protective measures are formed by pouring anti-corrosion layer, reinforcement layer and anti-seepage layer in turn. The anti-corrosion layer is composed of epoxy asphalt material, and the anti-permeability layer is formed by pressing and bonded to the side walls of the reinforcement layer.

Benefits of technology

Effectively eliminate the corrosion of soil moisture on the outside of concrete pipes, improve sealing and prevent leakage; at the same time, prevent internal media from corrosion and invasion of the inner wall of concrete pipes, and improve overall stability.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides an impermeable reinforced concrete pipe, which relates to the technical field of reinforced concrete pipes, and comprises long-strip steel bars and circular hoops, the long-strip steel bars are welded between the inner walls of the circular hoops at equal intervals, the inner walls of a pair of adjacent circular hoops are provided with mounting grooves, reinforcing steel bars are inserted between the mounting grooves, and the reinforcing steel bars are welded between the mounting grooves. The long-strip steel bars, the circular ring hoops and the reinforcing steel bars form the whole reinforced concrete pipe, the anti-corrosion layer, the first reinforcing layer, the second reinforcing layer and the anti-permeation layer are sequentially poured on the whole reinforced concrete pipe, the anti-permeation reinforced concrete pipe is novel in overall design and simple in structure, erosion of water in soil to the concrete pipe can be effectively reduced through multi-layer protection measures, and the service life of the concrete pipe is prolonged. The concrete pipe can be effectively prevented from leaking, so that the concrete pipe is worthy of being widely popularized and used.
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Description

Technical Field

[0001] The utility model belongs to the technical field of reinforced concrete pipes, and more specifically, particularly relates to an anti-seepage reinforced concrete pipe. Background Art

[0002] Concrete pipes are pipes made of concrete or reinforced concrete, used to transport fluids such as water, oil, and gas. They can be divided into four types: plain concrete pipes, ordinary reinforced concrete pipes, self-stressed reinforced concrete pipes, and prestressed concrete pipes. Among them, reinforced concrete pipes are very common.

[0003] Based on the above, the inventors have found the following problems: most traditional concrete pipes are cast from cement and steel frames. Since cement is water-absorbent and concrete pipes need to be pre-buried in the soil, the concrete pipes are susceptible to corrosion, which will reduce the life of the concrete pipes over time, thus affecting their overall performance.

[0004] Therefore, in view of this, the existing structure and defects are studied and improved, and an anti-permeability reinforced concrete pipe is provided, in order to achieve a purpose with greater practical value. Utility Model Content

[0005] The purpose and effect of the anti-seepage reinforced concrete pipe of the utility model are achieved by the following specific technical means:

[0006] A permeation-proof reinforced concrete pipe comprises long steel bars and circular hoops, wherein the long steel bars are welded equidistantly between the inner walls of the circular hoops, the inner walls of an adjacent pair of circular hoops are provided with installation grooves, reinforcing steel bars are inserted and installed between the installation grooves, the long steel bars, circular hoops and reinforcing steel bars constitute a reinforced concrete pipe as a whole, and an anti-corrosion layer, a reinforcement layer one, a reinforcement layer two and an anti-permeation layer are cast in sequence.

[0007] Furthermore, the anti-corrosion layer is composed of epoxy asphalt material, and the overall thickness is 2-4 cm.

[0008] Furthermore, the reinforcement layer is formed by mixing cement and coarse-grained stone.

[0009] Furthermore, the second reinforcement layer is formed by mixing self-stressed cement and fine stone.

[0010] Furthermore, the anti-seepage layer is formed by pressing geotextile, geomembrane, waterproof board and waterproof blanket through a compound machine, and is bonded to the side wall of the second reinforcement layer by adhesive.

[0011] Compared with the prior art, the utility model has the following beneficial effects:

[0012] The utility model can effectively prevent moisture in the soil from corroding the outside of the concrete pipe through the anti-corrosion layer formed by the epoxy asphalt material, thereby improving the overall airtightness of the concrete pipe and preventing leakage; through the design of the anti-permeation layer, it can effectively prevent the medium inside the concrete pipe from corroding and damaging the inner wall of the concrete pipe, thereby effectively improving the overall stability. The above two design methods can form two layers of internal and external protection measures for the concrete pipe, thereby improving the overall stability of the concrete pipe and preventing penetration. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 The utility model is a schematic diagram of the internal structure of an anti-seepage reinforced concrete pipe.

[0014] Figure 2 The utility model is a kind of anti-seepage reinforced concrete pipe Figure 1 An enlarged schematic diagram of point A in FIG.

[0015] Figure 3 The utility model is a schematic plan view of the internal structure of an anti-seepage reinforced concrete pipe.

[0016] In the figure, the corresponding relationship between the component names and the figure numbers is as follows:

[0017] 1. Long steel bars; 2. Circular hoops; 3. Reinforced steel bars; 4. Anti-corrosion layer; 5. Reinforcement layer one; 6. Reinforcement layer two; 7. Anti-penetration layer. DETAILED DESCRIPTION

[0018] The following is a further detailed description of the implementation of the present invention in conjunction with the accompanying drawings and examples. The following examples are used to illustrate the present invention, but cannot be used to limit the scope of the present invention.

[0019] In the description of the present invention, unless otherwise specified, "multiple" means two or more; the terms "upper", "lower", "left", "right", "inner", "outer", "front end", "rear end", "head", "tail" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, which is only for the convenience of describing the present invention and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", "third" and the like are only used for descriptive purposes and cannot be understood as indicating or implying relative importance.

[0020] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "connected" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0021] Example:

[0022] As attached Figure 1 To Attachment Figure 3 As shown:

[0023] The utility model provides an anti-seepage reinforced concrete pipe, comprising a long steel bar 1 and a circular hoop 2, the long steel bar 1 is equidistantly welded between the inner walls of the circular hoop 2, the inner walls of an adjacent pair of circular hoops 2 are each provided with an installation groove, a reinforcing steel bar 3 is inserted and installed between the installation grooves, the long steel bar 1, the circular hoop 2 and the reinforcing steel bar 3 constitute a reinforced concrete pipe as a whole, and an anti-corrosion layer 4, a reinforcement layer 1 5, a reinforcement layer 2 6 and an anti-seepage layer 7 are sequentially cast.

[0024] Among them, the anti-corrosion layer 4 is composed of epoxy asphalt material, and the overall thickness is 2-4 cm. The anti-corrosion layer formed by the epoxy asphalt material can effectively prevent the moisture in the soil from corroding the outside of the concrete pipe, thereby improving the overall airtightness of the concrete pipe and preventing leakage.

[0025] Among them, the reinforcement layer 1 5 is formed by mixing cement and coarse-grained stone. Through the design of the reinforcement layer 1 5 and the reinforcement layer 2 6, the overall flatness of the concrete pipe can be improved, and its overall stamping capacity can be further enhanced.

[0026] Wherein, the reinforcement layer 2 6 is formed by mixing self-stressed cement and fine stone.

[0027] Among them, the anti-permeability layer 7 is formed by pressing geotextile, geomembrane, waterproof board and waterproof blanket through a composite machine, and is bonded to the side wall of the reinforcement layer 2 6 by adhesive. Through the design of the anti-permeability layer 7, the medium inside the concrete pipe can effectively prevent corrosion and damage to the inner wall of the concrete pipe, thereby effectively improving the overall stability.

[0028] The specific usage and function of this embodiment are as follows:

[0029] When making the concrete pipe, firstly, the long steel bar 1 and the circular hoop 2 are welded, and the reinforcing steel bar 3 is inserted and welded between the circular hoop 2, and then poured in sequence. The anti-corrosion layer formed by the epoxy asphalt material can effectively prevent the moisture in the soil from corroding the outside of the concrete pipe, thereby improving the overall airtightness of the concrete pipe and preventing leakage. The design of the anti-permeability layer 7 can effectively prevent the medium inside the concrete pipe from corroding and invading the inner wall of the concrete pipe, thereby effectively improving the overall stability.

[0030] The embodiments of the present invention are provided for the purpose of illustration and description, and are not intended to be exhaustive or to limit the present invention to the disclosed forms. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiments are selected and described to better illustrate the principles and practical applications of the present invention, and to enable those of ordinary skill in the art to understand the present invention and thereby design various embodiments with various modifications suitable for specific uses.

Claims

1. An anti-seepage reinforced concrete pipe, comprising a long steel bar (1) and a circular hoop (2), characterized in that: The long steel bars (1) are welded between the inner walls of the circular hoop (2) at equal intervals, and the inner walls of an adjacent pair of circular hoop (2) are provided with installation grooves, and reinforcing steel bars (3) are inserted and installed between the installation grooves. The long steel bars (1), the circular hoop (2) and the reinforcing steel bars (3) constitute a reinforced concrete pipe as a whole, and an anti-corrosion layer (4), a reinforcement layer 1 (5), a reinforcement layer 2 (6) and an anti-permeability layer (7) are cast in sequence.

2. The anti-seepage reinforced concrete pipe according to claim 1, characterized in that: The anti-corrosion layer (4) is composed of epoxy asphalt material, and the overall thickness is 2-4 cm.