Double-ladder high-rib reinforced corrugated pipe

By designing rectangular or trapezoidal cavities in the annular protrusions of the corrugated pipe and filling them with reinforcing frames, combined with integrally molded reinforcing ribs and limiting structures, the problem of easy deformation of the annular protrusions is solved, thereby improving the load-bearing capacity and service life of the corrugated pipe.

CN223595277UActive Publication Date: 2025-11-25SHANDONG SHENGTONG BUILDING MATERIALS CO LTD
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Patent Information

Application Number
CN202520181917.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-02-06
Publication Date
2025-11-25
Estimated Expiration
2035-02-06

AI Technical Summary

Technical Problem

The annular protrusions of existing corrugated pipes are prone to deformation, resulting in poor pressure resistance, which may cause leakage and affect service life.

Method used

The annular protrusion with a rectangular or trapezoidal cavity is filled with a reinforcing frame. The reinforcing ribs are integrally formed with the outer skeleton. One side of the reinforcing rib is wavy and the other side is flat. The channel design is used to release stress, and the limiting groove and limiting protrusion ensure stability.

Benefits of technology

This improves the supporting strength and deformation resistance of the annular protrusions, thereby enhancing the load-bearing capacity and service life of the corrugated pipe.

✦ Generated by Eureka AI based on patent content.

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Abstract

A double-ladder high-rib reinforced corrugated pipe comprises a pipe body, and a plurality of annular protrusions are connected to the outer edge face of the pipe body. An annular cavity is formed in the annular protrusion, and the annular cavity is filled with a reinforcing frame. The reinforcing frame comprises a hollow outer framework, the outer framework abuts against the inner wall of the annular cavity, and the reinforcing frame further comprises reinforcing ribs located in the outer framework. The vertical plane where the reinforcing ribs are located is perpendicular to the extending direction of the pipeline body. Compared with the prior art, according to the scheme, firstly, a cavity with the circular or quasi-circular inner section of an annular protrusion in the prior art is replaced, the rectangular or trapezoidal cavity is used, and compared with a circular cavity, the rectangular or trapezoidal cavity is larger in bearing load and not prone to deformation; and secondly, according to the scheme, the reinforcing frame is arranged in the annular cavity, the supporting effect on the annular protrusion is improved, the radial bearing capacity of the annular protrusion is larger in cooperation with the integrally-formed reinforcing ribs, and the strength of the annular protrusion is further improved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to corrugated pipe technical field, concretely is a double ladder high rib reinforced corrugated pipe. BACKGROUND

[0002] Polyethylene spiral PE pipe, namely steel band reinforced polyethylene (PE) spiral corrugated pipe, is a kind of pipe material made of composite PE material using U-shaped steel band, is widely applied, is used for underground drainage, sewage, rainwater collection, water delivery, ventilation etc. UTILITY MODEL CONTENT

[0003] To solve the technical problems in the background art, the utility model provides a double ladder high rib reinforced corrugated pipe.

[0004] The utility model technical scheme is as follows:

[0005] A double ladder high rib reinforced corrugated pipe, including pipeline main part, the outer edge surface of pipeline main part is connected with multiple annular protrusions;

[0006] The annular protrusion has annular cavity, and the annular cavity is filled with reinforcing frame;

[0007] The reinforcing frame includes hollow outer framework, and the outer framework is in abutment with the inner wall of annular cavity, and the reinforcing frame further includes reinforcing rib in the outer framework, and the reinforcing rib is integrally formed with the outer framework;

[0008] The vertical plane where the reinforcing rib is located is perpendicular to the extension direction of pipeline main part.

[0009] In order to improve the support strength of annular protrusion, the cross-sectional shape of annular protrusion and annular cavity is trapezoidal or rectangular.

[0010] In order to facilitate the stress release of reinforcing frame, the reinforcing rib is provided with multiple holes along the length direction of its cross section.

[0011] In order to prevent the reinforcing rib from deforming excessively when the annular protrusion is extruded by external force, the reinforcing rib is set as wave shape on one side along the length direction of its cross section, and the other side is set as plane shape.

[0012] In order to improve the stability of the outer skeleton in the annular cavity, the outer end face of the outer skeleton is provided with a limiting groove, and the inner wall of the annular cavity is provided with a limiting protrusion formed integrally, and the limiting protrusion can be clamped with the limiting groove.

[0013] In order to further ensure the stability of the outer skeleton, the limiting groove is provided with two, which are opposite to the two end faces of the outer skeleton close to and away from the pipeline body.

[0014] In order to facilitate the connection of the annular protrusion and the pipeline body, a plurality of annular bottom plates are bonded and fixed to the outer end face of the pipeline body, and a plurality of annular protrusions are bonded and fixed to the plurality of annular bottom plates.

[0015] In order to limit the bottom of the annular protrusion and improve its stability, a limiting strip is arranged on one end of the annular bottom plate close to the end face of the annular protrusion, and the limiting strip is abutted and fixed with the bottom of the annular protrusion.

[0016] In order to improve the service life of the annular protrusion, the annular protrusion is made of an antioxidant material.

[0017] The beneficial effects of the utility model lie in: the utility model discloses a double-ladder high rib reinforced corrugated pipe, which is different from the prior art, and the annular protrusion in the prior art is replaced by a rectangular or trapezoidal cavity, which can bear more load and is not easy to deform compared with a circular cavity.

[0018] Secondly, the reinforcing frame is arranged in the annular cavity, which improves the supporting effect of the annular protrusion, and cooperates with the integrally-formed reinforcing ribs to make the annular protrusion have greater radial bearing capacity and further improve the strength of the annular protrusion.

[0019] Finally, through the design of the reinforcing rib structure, the one side wave shape and the other side plane shape can effectively reduce the deformation amplitude, and the plurality of holes can make the reinforcing frame release stress when bearing radial force, effectively relieving the deformation of the reinforcing rib. BRIEF DESCRIPTION OF DRAWINGS

[0020] The scheme and advantages of the present application will become clear to those skilled in the art by reading the detailed description of the preferred embodiments below. The drawings are only for the purpose of illustrating the preferred embodiments and are not considered as limiting the utility model.

[0021] In the drawings:

[0022] Figure 1 It is a schematic view of the overall structure of the corrugated pipe.

[0023] Figure 2 It is a sectional view of the corrugated pipe.

[0024] Figure 3 is an enlarged view of A;

[0025] Figure 4 is a cross-sectional view of the reinforcing frame;

[0026] The components represented by the reference numerals in the drawings are as follows:

[0027] 1, pipe body; 2, annular protrusion; 3, annular cavity; 4, reinforcing frame; 41, outer framework; 42, reinforcing rib; 43, hole; 44, limiting groove; 5, limiting protrusion; 6, annular bottom plate; 7, limiting strip. DETAILED DESCRIPTION

[0028] Exemplary embodiments of the present disclosure will be described in greater detail below with reference to the accompanying drawings.

[0029] EMBODIMENT

[0030] As mentioned in the background, the corrugated pipe has a wide range of uses, but in actual manufacturing and use, the inventor found that the existing corrugated pipe has many defects, and the annular protrusion 2 on the outer end surface is very easy to deform, mainly because of the structure of the annular protrusion 2 itself, which has an annular cavity and is not easy to withstand a large load. Therefore, the inventor has made innovative improvements and designed a new type of corrugated pipe to improve the load-bearing strength. The specific description will be expanded below in conjunction with the drawings.

[0031] The embodiment provides a double-ladder high-rib reinforced corrugated pipe, which is shown in Figure 1 and Figure 2 , comprising a pipe body 1, the pipe body 1 is circular in cross-sectional shape and is made of an oxidation-resistant material, the outer edge surface of the pipe body 1 is connected with a plurality of annular protrusions 2, the annular protrusions 2 are arranged along the length direction of the pipe body 1, specifically, in combination with Figure 3 , the outer end surface of the pipe body 1 is adhesively fixed with a plurality of annular bottom plates 6, and the plurality of annular protrusions 2 are respectively adhesively fixed with the plurality of annular bottom plates 6, by arranging the annular bottom plates 6, the connection of the annular protrusions 2 and the pipe body 1 is facilitated, and the annular bottom plates 6 and the annular protrusions 2 are both made of an oxidation-resistant material, in the present scheme, a rubber material is used, which can improve the service life.

[0032] On the basis of the above structure, one end of the annular bottom plate 6 is provided with a limiting strip 7 close to the end surface of the annular protrusion 2, and the limiting strip 7 is abuttingly fixed with the bottom of the annular protrusion 2, by arranging the limiting strip 7, one side of the annular protrusion 2 can be limited, so as to ensure the stability of the annular protrusion 2.

[0033] In this embodiment, the annular protrusion 2 has an annular cavity 3, which means that a circle is opened around the annular protrusion, and in order to improve the strength and anti-deformation effect of the annular protrusion 2, the cross-sectional shape of the annular protrusion 2 and the annular cavity is trapezoidal or rectangular. In this scheme, the cross-sectional shape of both is trapezoidal.

[0034] On the basis of the above-mentioned mechanism, the annular cavity 3 is filled with a reinforcing frame 4, which is annular as a whole. Specifically, in combination with Figure 3 , the reinforcing frame 4 includes a hollow outer skeleton 41, the cross-sectional shape of the outer skeleton 41 is consistent with the cross-sectional shape of the annular cavity 3, which ensures that the outer skeleton 41 abuts against the inner wall of the annular cavity 3, and in order to improve the connection stability of the outer skeleton 41 and the annular cavity 3, the outer end surface of the outer skeleton 41 is provided with a limiting groove 44, and the inner wall of the annular cavity 3 is provided with an integrally formed limiting protrusion 5, which can be clamped with the limiting groove 44. Moreover, the limiting groove 44 is provided with two limiting grooves, which are opposite to the two end surfaces of the outer skeleton 41 close to and away from the pipeline body 1, and the limiting protrusion 5 is provided with two limiting protrusions at the corresponding position. Through the mutual adaptation of the two limiting protrusions 5 and the two limiting grooves 44, the reinforcing skeleton can be limited, which ensures its stability.

[0035] In addition, in combination with Figure 4 , the reinforcing frame 4 further includes a reinforcing rib 42 located in the outer skeleton 41, and the reinforcing rib 42 is integrally formed with the outer skeleton 41. The vertical plane where the reinforcing rib 42 is located is perpendicular to the extension direction of the pipeline body 1, that is, the cross-sectional extension direction of the reinforcing rib 42 is consistent with the high extension direction of the trapezoidal cross-sectional annular cavity 3. Specifically, one side of the reinforcing rib 42 is set to be wavy along the length direction of its cross-section, that is, the wavy extension direction is consistent with the radial direction of the pipeline body 1, and the other side is set to be planar. Through this setting, the deformation amplitude of the reinforcing rib 42 under stress can be effectively reduced, and the reinforcing rib 42 can release stress when the reinforcing frame 4 is stressed in the radial direction, which effectively relieves the deformation of the reinforcing rib 42.

Claims

1. A double-ladder high-cord reinforced bellows, characterized by, The utility model provides a pipeline, which comprises a pipeline body (1) and a plurality of annular protrusions (2) connected to the outer edge surface of the pipeline body (1). The annular protrusions (2) have annular cavities (3) therein, and the annular cavities (3) are filled with reinforcing frames (4). The reinforcing frames (4) comprise hollow outer skeletons (41) abutting against the inner walls of the annular cavities (3), and the reinforcing frames (4) further comprise reinforcing ribs (42) located in the outer skeletons (41) and integrally formed with the outer skeletons (41). The vertical planes in which the reinforcing ribs (42) are located are perpendicular to the extension direction of the pipeline body (1).

2. The dual-ladder high rib reinforced bellows of claim 1, wherein, The annular protrusions (2) and the annular cavities have trapezoidal or rectangular cross-sectional shapes.

3. The dual-ladder high rib reinforced bellows of claim 1, wherein, The reinforcing ribs (42) are provided with a plurality of holes (43) along the length direction of the cross sections thereof.

4. The dual-ladder high rib reinforced bellows of claim 1, wherein, One side of the reinforcing ribs (42) is provided with a wavy shape along the length direction of the cross sections thereof, and the other side is provided with a planar shape.

5. The dual-ladder high rib reinforced bellows of claim 1, wherein, The outer ends of the outer skeletons (41) are provided with limiting grooves (44), and the inner walls of the annular cavities (3) are provided with integrally formed limiting protrusions (5) capable of being clamped with the limiting grooves (44).

6. The dual-ladder high rib reinforced bellows of claim 5, wherein, The limiting grooves (44) are provided with two limiting grooves (44) located at the two ends of the outer skeletons (41) close to and away from the pipeline body (1).

7. The dual-ladder high rib reinforced bellows of claim 1, wherein, The outer ends of the pipeline body (1) are bonded and fixed with a plurality of annular bottom plates (6), and the plurality of annular protrusions (2) are respectively bonded and fixed with the plurality of annular bottom plates (6).

8. The dual-ladder high rib reinforced bellows of claim 7, wherein, One end of the annular bottom plate (6) is provided with a limiting strip (7) close to the end surface of the annular protrusion (2), and the limiting strip (7) is abuttingly fixed with the bottom of the annular protrusion (2).

9. The dual-ladder high rib reinforced bellows of claim 1, wherein, The annular protrusions (2) are made of an oxidation-resistant material.