Double-crest multi-rib reinforced winding structure wall pipe
By combining a double-peak multi-rib reinforced winding structure with high-density polyethylene material, the problems of pressure resistance and ring stiffness of traditional polyethylene pipes under complex working conditions are solved, the strength and wear resistance of the pipes are improved, the service life is extended, and they meet the needs of modern engineering.
Patent Information
- Application Number
- CN202520298358.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-24
- Publication Date
- 2025-12-16
- Estimated Expiration
- 2035-02-24
AI Technical Summary
Traditional polyethylene pipes are mostly single-walled or simple structures with poor compressive strength and ring stiffness, making them prone to deformation or rupture under complex working conditions. Furthermore, measures to increase the pipe wall thickness have limited effectiveness.
It adopts a double-peak multi-rib reinforced winding structure, uses high-density polyethylene material and optimized winding process, and designs hollow protrusions, two-sided protrusions, inner reinforcing ribs and outer protective layer to form equilateral trapezoidal peaks to disperse pressure. The inner reinforcing ribs improve ring stiffness, and the outer layer uses high molecular weight high-density polyethylene material.
It significantly improves the strength, wear resistance, corrosion resistance and pressure resistance of pipes, reduces turbulence and eddies, extends service life, reduces wear and maintenance costs, and adapts to the harsh working conditions of deep underground drainage and industrial high-pressure transmission pipelines.
Smart Images

Figure CN223677223U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to winding pipe technical field, concretely is a kind of double-peak multi-rib reinforced winding structure wall pipe. BACKGROUND
[0002] In the pipeline technical field, traditional polyethylene pipe has been widely used in many industries, but with the continuous improvement of engineering demand, its performance gradually cannot meet complex working conditions. Early polyethylene pipe is mostly single-wall or simple structure, and the compression resistance and ring stiffness are poor. When bearing large pressure, complex soil environment and external load, deformation, rupture and other problems are easy to occur, which seriously shortens the service life of the product. With the development of technology, although there are some improvement measures, such as increasing pipe wall thickness, but this will increase the cost and the effect is limited.
[0003] To solve these problems, high molecular weight high density polyethylene with high strength, wear resistance, corrosion resistance and other advantages is gradually applied to pipe manufacturing. On this basis, double-peak reinforcing rib winding pipe structure is designed, which aims to optimize the shape of the wave crest, winding process and use high molecular weight high density polyethylene material as the protective layer, fully utilize the characteristics of high molecular weight high density polyethylene material, enhance the corrosion resistance, wear resistance and anti-adhesion of the pipe, and at the same time improve the ring stiffness, compression strength and impact resistance of the pipe, to adapt to harsh working conditions such as deep underground drainage, industrial high pressure pipeline, etc., solve the performance bottleneck of traditional pipe in practical application, and meet the higher performance demand of modern engineering on pipe. SUMMARY
[0004] The utility model aims at providing a kind of double-peak multi-rib reinforced winding structure wall pipe, by setting up pipe body, hollow protrusion, both side protrusion, inner reinforcing rib, reinforcing rib rib, reinforcing rib rib and outer protective layer, solve the early polyethylene pipe mostly single-wall or simple structure, compression resistance and ring stiffness are poor, when bearing large pressure, complex soil environment and external load, deformation, rupture and other problems are easy to occur, which seriously shortens the service life of the product, with the development of technology, although there are some improvement measures, such as increasing pipe wall thickness, but this will increase the cost and the effect is limited.
[0005] To achieve the above purpose, the utility model is realized by the following technical scheme: a kind of double-peak multi-rib reinforced winding structure wall pipe, including the pipe body spirally wound by profiled strip, the pipe body includes hollow protrusion and both side protrusion, the inner top wall of both side protrusion is fixedly connected with inner reinforcing rib, the inner wall of hollow protrusion and both side protrusion is fixedly connected with reinforcing rib rib, reinforcing rib rib is bonded between two both side protrusions, the surface of pipe body is wrapped with outer protective layer.
[0006] Preferably, the material of the pipe body is high-density polyethylene strip-shaped profile.
[0007] Preferably, the hollow protrusion is semicircular in shape, and the number of inner reinforcing ribs in the hollow protrusion is two.
[0008] Preferably, the two side protrusions are in the shape of right-angled trapezoids, and the inner reinforcing ribs in the two side protrusions are arranged at an angle.
[0009] The double-wave-peak multi-rib reinforced winding structure wall pipe has the following beneficial effects:
[0010] The use of high molecular weight high density polyethylene significantly improves the strength, wear resistance, corrosion resistance and the like of the pipe, and on this basis, the double-wave-peak reinforced winding pipe structure is optimized to improve the ring stiffness, compressive strength and impact resistance of the pipe, the design of the equilateral trapezoidal structure wave peak makes the external pressure more evenly distributed on the entire wave peak surface, compared with the traditional arc-shaped wave peak, the stress concentration at the wave peak vertex does not cause local deformation or damage, the double-wave-peak structure better disperses the pressure borne by the wave peak, the inner reinforcing ribs arranged inside the wave peak further improve the compressive performance of the pipe, and the arrangement of the inner reinforcing ribs inside the wave peak is beneficial to improving the ring stiffness of the pipe, at the same time, the double-wave-peak design enhances the stability of the pipe structure during the buried use process, and the surface of the flat wave peak is relatively flat, in the medium flow process, the turbulence and vortex generated due to the wave peak undulation are reduced, the wear of the medium to the inner wall of the pipe is reduced, the deposition of impurities in the recess is reduced, the possibility of wear is further reduced, and the service life of the pipe is prolonged, at the same time, the outer layer is wrapped with high molecular weight high density polyethylene material, the material properties can be fully utilized to reduce the external friction coefficient of the pipe, improve the wear resistance and corrosion resistance of the pipe, effectively solve the problem of insufficient strength of the outer wall of the traditional winding pipe to adapt to harsh working conditions such as deep underground drainage and industrial high-pressure conveying pipeline, solve the performance bottleneck of the traditional pipe in actual application, and meet the higher performance requirements of modern engineering for pipes. BRIEF DESCRIPTION OF DRAWINGS
[0011] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the following will briefly introduce the drawings needed to be used in the embodiments or the prior art description. Obviously, the drawings in the following description are only exemplary, and for those skilled in the art, other drawings can be derived from the provided drawings without creative labor.
[0012] Figure 1 It is a structural schematic diagram of the present application;
[0013] Figure 2 It is a structural sectional view of the present application.
[0014] In the figure, the following are indicated:
[0015] 1, pipe body; 2, hollow protrusion; 3, both side protrusions; 4, inner reinforcing rib; 5, reinforcing rib rib; 6, reinforcing rib rib; 7, outer protective layer. DETAILED DESCRIPTION
[0016] The exemplary embodiments will be described in detail herein with reference to the accompanying drawings. In the following description, unless otherwise indicated, like numbers in the different drawings represent similar or analogous elements. The following exemplary embodiments described in the following description are not meant to represent all implementations consistent with the present disclosure. Rather, they are merely examples of apparatuses consistent with some aspects of the present disclosure as detailed in the appended claims.
[0017] The technical solutions in the embodiments of the present application will be described clearly and completely below with reference to the drawings in the embodiments of the present application. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of the present application.
[0018] As shown in Figure 1 and Figure 2 The present embodiment proposes a double-peak multi-rib reinforced winding structure wall pipe, which comprises a pipe body 1 spirally wound by profiled strips, and the profiled strips are bonded and formed into the pipe body 1 under a heated state, the pipe body 1 comprises a hollow protrusion 2 and two side protrusions 3, the height and width of the two side protrusions 3 are 1.5-2.0 times of the hollow protrusion 2 respectively, the inner top wall of the two side protrusions 3 is fixedly connected with an inner reinforcing rib 4, the inner walls of the hollow protrusion 2 and the two side protrusions 3 are fixedly connected with reinforcing rib ribs 5, the two two side protrusions 3 are bonded with a reinforcing rib rib 6, the surface of the pipe body 1 is wrapped with an outer protective layer 7, and the outer protective layer 7 is made of high molecular weight high density polyethylene material.
[0019] The material of the pipe body 1 is high density polyethylene strip-shaped section, and the use of high molecular weight high density polyethylene significantly improves the strength, wear resistance, corrosion resistance and the like of the pipe material, and on this basis, the double-peak reinforcing rib winding pipe structure is optimized to improve the ring stiffness, compressive strength and impact resistance of the pipe material.
[0020] The hollow protrusion 2 is semicircular, and the number of the inner reinforcing rib 4 in the hollow protrusion 2 is two, which are arranged obliquely to support the hollow protrusion 2 and improve the compressive performance and ring stiffness of the hollow protrusion 2, so as to effectively disperse the external pressure of the pipeline and improve the load-carrying capacity of the pipeline.
[0021] The two side protrusions 3 are in the shape of a right-angled trapezoid, and the equal-side trapezoidal structure of the two side protrusions 3 is designed to make the external pressure more evenly distributed on the entire wave crest surface. Compared with the traditional arc-shaped wave crest, the wave crest will not be locally deformed or damaged due to stress concentration at the wave crest vertex. The double-wave-crest structure better disperses the pressure on the wave crest. The inner reinforcing rib 4 in the two side protrusions 3 is arranged at an oblique angle. The top ends of the two side protrusions 3 form a flat wave crest after being bonded. The surface of the flat wave crest is relatively flat. During the flow of the medium, the flat wave crest reduces the turbulence and vortex generated by the wave crest undulation, reduces the wear of the medium on the inner wall of the pipeline, reduces the deposition of impurities in the recess, further reduces the possibility of wear, prolongs the service life of the pipe, and is not prone to deformation or distortion during long-term use, thereby maintaining the shape and size stability of the pipeline, ensuring the normal operation of the pipeline system, reducing the maintenance and replacement costs caused by pipeline deformation, and the thickness of the two side protrusions 3 is consistent with the thickness of the inner reinforcing rib 4, so that after the pipeline is spliced, the thickness of the two inner reinforcing ribs 4 is thicker, which better increases the ring stiffness of the pipe and improves the overall toughness and pressure-bearing capacity of the pipeline.
[0022] Specifically, the double-wave-crest multi-rib reinforced winding structure wall pipe in use: using high molecular weight high density polyethylene to significantly improve the strength, wear resistance, corrosion resistance, etc. of the pipe, on this basis, by optimizing the double-wave-crest reinforcing rib winding pipe structure, the ring stiffness, compressive strength and impact resistance of the pipe are improved. The design of the equal-side trapezoidal structure wave crest makes the external pressure more evenly distributed on the entire wave crest surface. Compared with the traditional arc-shaped wave crest, the wave crest will not be locally deformed or damaged due to stress concentration at the wave crest vertex. The double-wave-crest structure better disperses the pressure on the wave crest. The inner reinforcing rib 4 inside the wave crest further improves the pressure resistance of the pipe, and the inner reinforcing rib 4 inside the wave crest helps to improve the ring stiffness of the pipe. At the same time, the double-wave-crest design enhances the stability of the pipe during underground use. The surface of the flat wave crest is relatively flat. During the flow of the medium, the flat wave crest reduces the turbulence and vortex generated by the wave crest undulation, reduces the wear of the medium on the inner wall of the pipeline, reduces the deposition of impurities in the recess, further reduces the possibility of wear, prolongs the service life of the pipe, and at the same time, the outer layer is wrapped with high molecular weight high density polyethylene material, which can fully utilize the material properties to reduce the external friction coefficient of the pipe, improve the wear resistance and corrosion resistance of the pipe, effectively solve the problem of insufficient strength of the outer wall of the traditional winding pipe to adapt to harsh working conditions such as deep underground drainage and industrial high-pressure conveying pipeline, solve the performance bottleneck of traditional pipes in actual application, and meet the higher performance requirements of modern engineering for pipes.
[0023] Although the embodiments of the present application have been shown and described, it is to be understood that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present application, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A double-peak multi-rib reinforced wound structure wall pipe comprising a pipe body (1) wound by profiled strip, characterized in that: The pipe body (1) comprises a hollow protrusion (2) and two side protrusions (3), the inner top wall of the two side protrusions (3) is fixedly connected with an inner reinforcing rib (4), the inner walls of the hollow protrusion (2) and the two side protrusions (3) are fixedly connected with reinforcing rib ribs (5), the two side protrusions (3) are bonded with reinforcing rib ribs (6) between them, and the surface of the pipe body (1) is wrapped with an outer protective layer (7).
2. A double peak multi-rib reinforced wound structure wall pipe according to claim 1, characterized in that: The material of the pipe body (1) is a high-density polyethylene strip-shaped profile.
3. A double peak multi-rib reinforced wound structure wall pipe according to claim 1, characterized in that: The hollow protrusion (2) is semicircular, and the number of the inner reinforcing ribs (4) in the hollow protrusion (2) is two.
4. The dual peak multi-rib reinforced wound structure wall pipe of claim 1, wherein: The two side protrusions (3) are in the shape of a right-angle trapezoid, and the inner reinforcing ribs (4) in the two side protrusions (3) are arranged at an oblique angle.