CN221943450U - MPO steel skeleton high-rib composite winding drain pipe - Google Patents
MPO steel skeleton high-rib composite winding drain pipe Download PDFInfo
- Publication number
- CN221943450U CN221943450U CN202420392612.9U CN202420392612U CN221943450U CN 221943450 U CN221943450 U CN 221943450U CN 202420392612 U CN202420392612 U CN 202420392612U CN 221943450 U CN221943450 U CN 221943450U
- Authority
- CN
- China
- Prior art keywords
- section
- pipe
- mpo
- wall
- reinforcing ribs
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 35
- 239000010959 steel Substances 0.000 title claims abstract description 35
- 238000004804 winding Methods 0.000 title claims abstract description 28
- 239000002131 composite material Substances 0.000 title claims abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 27
- 239000000463 material Substances 0.000 claims description 9
- 239000004698 Polyethylene Substances 0.000 claims description 6
- -1 polyethylene Polymers 0.000 claims description 6
- 229920000573 polyethylene Polymers 0.000 claims description 6
- 239000010410 layer Substances 0.000 description 12
- 238000010586 diagram Methods 0.000 description 7
- 238000005452 bending Methods 0.000 description 4
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 101000827703 Homo sapiens Polyphosphoinositide phosphatase Proteins 0.000 description 1
- 102100023591 Polyphosphoinositide phosphatase Human genes 0.000 description 1
- 101100012902 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) FIG2 gene Proteins 0.000 description 1
- 101100233916 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) KAR5 gene Proteins 0.000 description 1
- 239000004699 Ultra-high molecular weight polyethylene Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 239000003000 extruded plastic Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 229920000785 ultra high molecular weight polyethylene Polymers 0.000 description 1
Landscapes
- Rigid Pipes And Flexible Pipes (AREA)
Abstract
本实用新型公开了一种MPO钢骨架高筋复合缠绕排水管,属于缠绕管的技术领域,包括:管材段,所述管材段沿螺旋方向缠绕加工形成缠绕管;所述管材段包括内壁和两个加强筋,所述加强筋具有卡接口;两个所述加强筋设置在所述内壁上,且所述卡接口的朝向相反;钢带,所述钢带为若干,分别卡接在相邻两个所述卡接口之间。本实用新型的MPO钢骨架高筋复合缠绕排水管,将管材段沿螺旋方向缠绕,形成一个缠绕管,再将钢带卡接在相邻两个卡接口之间,从而较大程度提高了缠绕管的强度和抗拉伸能力,满足使用需求。
The utility model discloses an MPO steel skeleton high-rib composite winding drainage pipe, which belongs to the technical field of winding pipes, and includes: a pipe section, the pipe section is wound along a spiral direction to form a winding pipe; the pipe section includes an inner wall and two reinforcing ribs, the reinforcing ribs have a clamping interface; the two reinforcing ribs are arranged on the inner wall, and the clamping interfaces are in opposite directions; a steel belt, the steel belt is a plurality of belts, and is clamped between two adjacent clamping interfaces. The MPO steel skeleton high-rib composite winding drainage pipe of the utility model winds the pipe section along a spiral direction to form a winding pipe, and then clamps the steel belt between two adjacent clamping interfaces, thereby greatly improving the strength and tensile strength of the winding pipe and meeting the use requirements.
Description
技术领域Technical Field
本实用新型属于缠绕管的技术领域,具体而言,涉及一种MPO钢骨架高筋复合缠绕排水管。The utility model belongs to the technical field of winding pipes, and specifically relates to an MPO steel skeleton high-rib composite winding drainage pipe.
背景技术Background Art
塑料缠绕结构壁管是通过挤出的塑料带材,于缠绕设备上螺旋缠绕而成形的管道,大量的运用在埋地排水、排污等工程项目中。因为这类管道需要埋于地下深层,因此,管道的承压环刚度(抗外压强度)对于管道而言十分重要,而结构壁塑料管材(如波纹管、中空平壁管等)正是由于具有在经济的材料成本下提高环刚度而得以非常广泛的运用。Plastic wound structural wall pipes are formed by spirally winding an extruded plastic strip on a winding device, and are widely used in underground drainage, sewage and other engineering projects. Because such pipes need to be buried deep underground, the pressure ring stiffness (resistance to external pressure) of the pipe is very important for the pipe, and structural wall plastic pipes (such as corrugated pipes, hollow flat wall pipes, etc.) are widely used because they have improved ring stiffness at an economical material cost.
目前,现有的缠绕管存在连接强度不够、抗拉伸力不够的问题。At present, the existing winding pipes have problems of insufficient connection strength and insufficient tensile strength.
实用新型内容Utility Model Content
鉴于此,为了解决现有技术存在的上述问题,本实用新型的目的在于提供一种MPO钢骨架高筋复合缠绕排水管,可以较大程度提高缠绕管的强度和抗拉伸能力。In view of this, in order to solve the above-mentioned problems existing in the prior art, the purpose of the utility model is to provide an MPO steel skeleton high-rib composite wound drainage pipe, which can greatly improve the strength and tensile resistance of the wound pipe.
本实用新型所采用的技术方案为:The technical solution adopted by the utility model is:
一种MPO钢骨架高筋复合缠绕排水管,包括:An MPO steel skeleton high-rib composite winding drainage pipe, comprising:
管材段,所述管材段沿螺旋方向缠绕加工形成缠绕管;所述管材段包括内壁和两个加强筋,所述加强筋具有卡接口;两个所述加强筋设置在所述内壁上,且所述卡接口的朝向相反;A pipe section, wherein the pipe section is wound in a spiral direction to form a winding pipe; the pipe section comprises an inner wall and two reinforcing ribs, and the reinforcing ribs have a clamping interface; the two reinforcing ribs are arranged on the inner wall, and the clamping interfaces are oriented in opposite directions;
钢带,所述钢带为若干,分别卡接在相邻两个所述卡接口之间。There are several steel belts, each of which is clamped between two adjacent clamping interfaces.
在进一步的技术方案中,所述加强筋为中空结构。In a further technical solution, the reinforcing rib is a hollow structure.
在进一步的技术方案中,所述内壁为双层结构,其内层由超高分子聚乙烯材料制成,外层由聚乙烯材料制成。In a further technical solution, the inner wall is a double-layer structure, wherein the inner layer is made of ultra-high molecular weight polyethylene material, and the outer layer is made of polyethylene material.
在进一步的技术方案中,所述加强筋由首尾依次相连的所述第一段、所述第二段、所述第三段、所述第四段、所述第五段、所述第六段、所述第七段和所述第八段构成;In a further technical solution, the reinforcing rib is composed of the first section, the second section, the third section, the fourth section, the fifth section, the sixth section, the seventh section and the eighth section which are connected end to end in sequence;
所述第一段设置在所述内壁上,所述第二段与所述第一段垂直,所述第三段与所述第二段垂直,所述第四段与所述第三段垂直,所述第五段与所述第四段垂直,所述第六段与所述第五段垂直,所述第七段与所述第六段垂直,所述第八段倾斜设置,分别连接所述第一段和所述第七段;The first section is arranged on the inner wall, the second section is perpendicular to the first section, the third section is perpendicular to the second section, the fourth section is perpendicular to the third section, the fifth section is perpendicular to the fourth section, the sixth section is perpendicular to the fifth section, the seventh section is perpendicular to the sixth section, and the eighth section is arranged obliquely, connecting the first section and the seventh section respectively;
其中,所述卡接口为所述第三段、所述第四段和所述第五段形成的限位空间。Wherein, the card interface is a limiting space formed by the third section, the fourth section and the fifth section.
在进一步的技术方案中,所述加强筋由依次连接的第九段、第十段、第十一段、第十二段、第十三段和第十四段构成;In a further technical solution, the reinforcing rib is composed of a ninth section, a tenth section, an eleventh section, a twelfth section, a thirteenth section and a fourteenth section connected in sequence;
所述第九段设置在所述内壁上,所述第十段与所述第九段垂直,所述第十一段与所述第十段垂直,所述第十二段与所述第十一段垂直,所述第十三段与所述第十二段垂直,所述第十四段倾斜设置,分别连接所述第九段和所述第十三段;The ninth section is arranged on the inner wall, the tenth section is perpendicular to the ninth section, the eleventh section is perpendicular to the tenth section, the twelfth section is perpendicular to the eleventh section, the thirteenth section is perpendicular to the twelfth section, and the fourteenth section is arranged obliquely, connecting the ninth section and the thirteenth section respectively;
其中,所述第十二段与所述第十三段的中部连接,所述卡接口为所述第十三段的一端、所述第十二段和所述第十一段形成的限位空间。The twelfth section is connected to the middle of the thirteenth section, and the card interface is a limiting space formed by one end of the thirteenth section, the twelfth section and the eleventh section.
本实用新型的工作原理和有益效果为:The working principle and beneficial effects of the utility model are as follows:
本实用新型的MPO钢骨架高筋复合缠绕排水管,将管材段沿螺旋方向缠绕,形成一个缠绕管,再将钢带卡接在相邻两个卡接口之间,从而较大程度提The utility model of the MPO steel skeleton high-rib composite winding drainage pipe winds the pipe section in a spiral direction to form a winding pipe, and then clamps the steel belt between two adjacent clamping interfaces, thereby greatly improving the
高了缠绕管连接处的强度和抗拉伸能力,满足使用需求。The strength and tensile strength of the winding pipe joint are improved to meet the use requirements.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1是本实用新型的结构示意图;Fig. 1 is a schematic diagram of the structure of the utility model;
图2是管材段的结构示意图;FIG2 is a schematic diagram of the structure of a pipe section;
图3是加强筋的结构示意图一;FIG3 is a schematic diagram of the structure of the reinforcement rib;
图4是钢带的结构示意图一;FIG4 is a schematic diagram of the structure of the steel strip;
图5是钢带的结构示意图二;Figure 5 is a second schematic diagram of the structure of the steel strip;
图6是钢带的结构示意图三;FIG6 is a third structural diagram of a steel strip;
图7是加强筋的结构示意图二。FIG. 7 is a second schematic diagram of the structure of the reinforcing rib.
附图中标注如下:The following are marked in the attached figure:
1-管材段,11-内壁,12-加强筋,1201-第一段,1202-第二段,1203-第三段,1204-第四段,1205-第五段,1206-第六段,1207-第七段,1208-第八段,1209-第九段,1210-第十段,1211-第十一段,1212-第十二段,1213-第十三段,1214-第十四段,2-钢带。1- pipe section, 11- inner wall, 12- reinforcing rib, 1201- first section, 1202- second section, 1203- third section, 1204- fourth section, 1205- fifth section, 1206- sixth section, 1207- seventh section, 1208- eighth section, 1209- ninth section, 1210- tenth section, 1211- eleventh section, 1212- twelfth section, 1213- thirteenth section, 1214- fourteenth section, 2- steel strip.
具体实施方式DETAILED DESCRIPTION
为使本实用新型实施例的目的、技术方案和优点更加清楚,下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本实用新型一部分实施例,而不是全部的实施例。通常在此处附图中描述和示出的本实用新型实施例的组件可以以各种不同的配置来布置和设计。In order to make the purpose, technical solution and advantages of the embodiment of the utility model clearer, the technical solution in the embodiment of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiment of the utility model. Obviously, the described embodiment is a part of the embodiment of the utility model, not all of the embodiments. Generally, the components of the embodiment of the utility model described and shown in the drawings here can be arranged and designed in various different configurations.
因此,以下对在附图中提供的本实用新型的实施例的详细描述并非旨在限制要求保护的本实用新型的范围,而是仅仅表示本实用新型的选定实施例。基Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely represents selected embodiments of the present invention.
于本实用新型中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。All other embodiments obtained by ordinary technicians in the field without creative work in the embodiments of the present utility model belong to the scope of protection of the present utility model.
需要说明的是,在不冲突的情况下,本实用新型中的实施例及实施例中的特征可以相互组合。应注意到:相似的标号和字母在下面的附图中表示类似项,因此,一旦某一项在一个附图中被定义,则在随后的附图中不需要对其进行进一步定义和解释。It should be noted that, in the absence of conflict, the embodiments and features in the embodiments of the present invention can be combined with each other. It should be noted that similar reference numerals and letters represent similar items in the following drawings, so once an item is defined in one drawing, it does not need to be further defined and explained in the subsequent drawings.
在本实用新型实施例的描述中,还需要说明的是,除非另有明确的规定和限定,术语“设置”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是直接连接,也可以通过中间媒介间接连接。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本实用新型中的具体含义;实施例中的附图用以对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本实用新型一部分实施例,而不是全部的实施例。通常在此处附图中描述和示出的本实用新型实施例的组件可以以各种不同的配置来布置和设计。In the description of the embodiments of the present utility model, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "setting" 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 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 utility model can be understood according to specific circumstances; the drawings in the embodiments are used to clearly and completely describe the technical solutions in the embodiments of the present utility model. Obviously, the described embodiments are part of the embodiments of the present utility model, not all of the embodiments. The components of the embodiments of the present utility model described and shown in the drawings here can be arranged and designed in various different configurations.
实施例1:Embodiment 1:
请参照图1-图6,一种MPO钢骨架高筋复合缠绕排水管,包括管材段1和若干钢带2。Please refer to Figures 1 to 6, which show an MPO steel skeleton high-rib composite wrapped drainage pipe, including a pipe section 1 and a plurality of steel strips 2.
如图1-图2所示,管材段1包括内壁11和两个加强筋12,内壁11为双层结构,由内层和外层构成,其内层由超高分子聚乙烯材料制成,外层由聚乙烯材料制成。由于其内层需要直接接触液体或气体,因此,由超高分子聚乙烯材料制成的内层可以具有较好的防腐耐磨性,满足使用需求。As shown in Fig. 1-Fig. 2, the pipe section 1 includes an inner wall 11 and two reinforcing ribs 12. The inner wall 11 is a double-layer structure, consisting of an inner layer and an outer layer. The inner layer is made of ultra-high molecular polyethylene material, and the outer layer is made of polyethylene material. Since the inner layer needs to directly contact liquid or gas, the inner layer made of ultra-high molecular polyethylene material can have good corrosion resistance and wear resistance to meet the use requirements.
管材段1沿螺旋方向缠绕形成缠绕管;为提升缠绕管强度,两个加强筋12The pipe section 1 is wound in a spiral direction to form a wound pipe; in order to improve the strength of the wound pipe, two reinforcing ribs 12
分别具有卡接口,两个加强筋12分别设置在内壁11的外层上,且两个卡接口的方向相反,若干钢带2分别卡接在相邻两个管材段1上的加强筋12的卡接口内,以提升缠绕管的强度和抗拉伸力性能。钢带2具有若干弯折,使得钢带2具有弯曲强度,增加了材料的受力特性;同时,钢带2位于两个卡接口之间,能很好的固定钢带2。They each have a clamping interface, two reinforcing ribs 12 are respectively arranged on the outer layer of the inner wall 11, and the two clamping interfaces are in opposite directions, and a plurality of steel strips 2 are respectively clamped in the clamping interfaces of the reinforcing ribs 12 on two adjacent pipe sections 1 to improve the strength and tensile strength of the winding pipe. The steel strip 2 has a plurality of bends, so that the steel strip 2 has bending strength and increases the stress characteristics of the material; at the same time, the steel strip 2 is located between the two clamping interfaces, which can fix the steel strip 2 well.
在另一个实施例中,内壁11为单层结构。In another embodiment, the inner wall 11 is a single-layer structure.
在另一个实施例中,钢带2的弯折如图4所示。In another embodiment, the bending of the steel strip 2 is shown in FIG. 4 .
在另一个实施例中,钢带5的弯折如图4所示。In another embodiment, the bending of the steel strip 5 is shown in FIG. 4 .
在另一个实施例中,钢带6的弯折如图5所示。In another embodiment, the bending of the steel strip 6 is shown in FIG. 5 .
理所应当的是,钢带2的形状不限于上述实施例,也可以为其它形状,此处只是举例说明。It is obvious that the shape of the steel strip 2 is not limited to the above embodiment, and may also be other shapes, which are only given as examples here.
如图1-图3所示,加强筋12由首尾依次相连的第一段1201、第二段1202、第三段1203、第四段1204、第五段1205、第六段1206、第七段1207和第八段1208构成;As shown in FIGS. 1 to 3 , the reinforcing rib 12 is composed of a first section 1201, a second section 1202, a third section 1203, a fourth section 1204, a fifth section 1205, a sixth section 1206, a seventh section 1207 and an eighth section 1208 connected end to end in sequence;
具体的,第一段1201水平设置在内壁11的外层上,第二段1202与第一段1201垂直,第三段1203与第二段1202垂直,第四段1204与第三段1203垂直,第五段1205与第四段1204垂直,第六段1206与第五段1205垂直,第七段1207与第六段1206垂直,第八段1208倾斜设置,分别连接第一段1201和第七段1207;第一段1201、第三段1203、第五段1205和第七段1207平行,第二段1202、第四段1204和第六段1206平行;设第一段1201至第八段1208的长度分别为D1-D8,其中,D1>D3>D7>D5,D2>D4>D6;第三段1203的顶部、第四段1204的侧壁和第五段1205的底部之间形成一空间,该空间即为Specifically, the first section 1201 is horizontally arranged on the outer layer of the inner wall 11, the second section 1202 is perpendicular to the first section 1201, the third section 1203 is perpendicular to the second section 1202, the fourth section 1204 is perpendicular to the third section 1203, the fifth section 1205 is perpendicular to the fourth section 1204, the sixth section 1206 is perpendicular to the fifth section 1205, the seventh section 1207 is perpendicular to the sixth section 1206, and the eighth section 1208 is inclined, connecting the first section 1201 and the seventh section 1208, respectively. 207; the first section 1201, the third section 1203, the fifth section 1205 and the seventh section 1207 are parallel, and the second section 1202, the fourth section 1204 and the sixth section 1206 are parallel; the lengths of the first section 1201 to the eighth section 1208 are D1-D8 respectively, wherein D1>D3>D7>D5, D2>D4>D6; a space is formed between the top of the third section 1203, the side wall of the fourth section 1204 and the bottom of the fifth section 1205, and the space is
卡接口。通过加强筋12形成特殊的形状,一是便于固定钢带2,提升连接处的抗拉伸性能和强度,二是还提高了管材段1沿螺旋方向缠绕形成的管道的强度。The special shape formed by the reinforcing ribs 12 is convenient for fixing the steel belt 2 and improving the tensile strength and strength of the connection, and is also conducive to improving the strength of the pipeline formed by winding the pipe section 1 in the spiral direction.
首尾相连的所述第一段1201、所述第二段1202、所述第三段1203、所述第四段1204、所述第五段1205、所述第六段1206、所述第七段1207和所述第八段1208形成的加强筋12为中空结构,使得加强筋12具有一定的抗形变能力,增加了管材段1沿螺旋方向缠绕形成的缠绕管的强度。The reinforcing rib 12 formed by the first section 1201, the second section 1202, the third section 1203, the fourth section 1204, the fifth section 1205, the sixth section 1206, the seventh section 1207 and the eighth section 1208 connected end to end is a hollow structure, so that the reinforcing rib 12 has a certain deformation resistance ability, thereby increasing the strength of the winding tube formed by winding the pipe section 1 along the spiral direction.
实施例2:Embodiment 2:
本实施例是在实施例1的基础上进行替换,请参照图7,加强筋12由依次连接的第九段1209、第十段1210、第十一段1211、第十二段1212、第十三段1213和第十四段1214构成;第九段1209设置在内壁11上,第十段1210与第九段1209垂直,第十一段1211与第十段1210垂直,第十二段1212与第十一段1211垂直,第十三段1213与第十二段1212垂直,第十四段1214倾斜设置,分别连接第九段1209和第十三段1213;其中,第十二段1212与第十三段1213的中部连接,卡接口为第十三段1213的一端、第十二段1212和第十一段1211形成的限位空间。通过加强筋12形成特殊的形状,一是便于固定钢带2,提升连接处的抗拉伸性能和强度,二是还提高了管材段1沿螺旋方向缠绕形成的管道的强度。This embodiment is a replacement based on the embodiment 1. Please refer to FIG. 7 . The reinforcing rib 12 is composed of a ninth section 1209, a tenth section 1210, an eleventh section 1211, a twelfth section 1212, a thirteenth section 1213 and a fourteenth section 1214 which are connected in sequence. The ninth section 1209 is arranged on the inner wall 11, the tenth section 1210 is perpendicular to the ninth section 1209, the eleventh section 1211 is perpendicular to the tenth section 1210, the twelfth section 1212 is perpendicular to the eleventh section 1211, the thirteenth section 1213 is perpendicular to the twelfth section 1212, and the fourteenth section 1214 is arranged obliquely, respectively connecting the ninth section 1209 and the thirteenth section 1213; wherein the twelfth section 1212 is connected to the middle part of the thirteenth section 1213, and the card interface is a limiting space formed by one end of the thirteenth section 1213, the twelfth section 1212 and the eleventh section 1211. The special shape formed by the reinforcing ribs 12 can facilitate fixing of the steel belt 2 and improve the tensile strength and tensile strength of the connection. It can also improve the strength of the pipeline formed by winding the pipe section 1 in the spiral direction.
本实施例的其它部分与上述实施例相同,故不再赘述。The other parts of this embodiment are the same as those of the above embodiment, so they will not be described in detail.
本实用新型不局限于上述可选实施方式,任何人在本实用新型的启示下都可得出其他各种形式的产品,但不论在其形状或结构上作任何变化,凡是落入本实用新型权利要求界定范围内的技术方案,均落在本实用新型的保护范围之内。The present utility model is not limited to the above-mentioned optional implementation modes. Anyone can derive other various forms of products under the inspiration of the present utility model. However, no matter what changes are made in the shape or structure, all technical solutions that fall within the scope defined by the claims of the present utility model fall within the protection scope of the present utility model.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420392612.9U CN221943450U (en) | 2024-03-01 | 2024-03-01 | MPO steel skeleton high-rib composite winding drain pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420392612.9U CN221943450U (en) | 2024-03-01 | 2024-03-01 | MPO steel skeleton high-rib composite winding drain pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221943450U true CN221943450U (en) | 2024-11-01 |
Family
ID=93249707
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420392612.9U Active CN221943450U (en) | 2024-03-01 | 2024-03-01 | MPO steel skeleton high-rib composite winding drain pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221943450U (en) |
-
2024
- 2024-03-01 CN CN202420392612.9U patent/CN221943450U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210034681U (en) | Double-wall corrugated pipe with surface transverse and longitudinal staggered reinforcing ribs | |
| CN221943450U (en) | MPO steel skeleton high-rib composite winding drain pipe | |
| CN221922327U (en) | Embedded soil-reinforced polyethylene spiral pipe | |
| CN206221821U (en) | A kind of plastic helical bellow | |
| CN217603650U (en) | Basalt fiber reinforced composite pipe | |
| CN105526428A (en) | HDPE inner fin PP reinforced helically corrugated tube | |
| CN218118925U (en) | Novel basalt fiber composite pipe | |
| CN211821102U (en) | Three Peaks Structure Wall Reinforced Plastic Drainage Pipe | |
| CN208997492U (en) | A kind of HDMP double wave steel strip reinforced multiple tube | |
| CN205401986U (en) | Two planomural drain pipes of polyethylene steel rib reinforcing | |
| CN106051325B (en) | The composite reinforced pipe of overall steel-plastic and its processing method | |
| CN217683696U (en) | High-ring-stiffness polyethylene spiral corrugated pipe | |
| CN209781891U (en) | Internal rib reinforced helical bellows | |
| CN205781453U (en) | HDPE internal-rib PP strengthens helical bellows | |
| CN213655930U (en) | Polyethylene HDPE steel band reinforcing helical bellows with connector | |
| CN209892883U (en) | A spiral corrugated pipe with winding reinforcement | |
| CN209743810U (en) | Corrugated pipe with double high-rib winding structure | |
| CN221991148U (en) | A hollow wall winding tube | |
| CN224094076U (en) | A type of inner and outer glass fiber reinforced spiral tube | |
| CN223677224U (en) | HMW HDPE-M double-wave-crest reinforcing rib winding structure wall pipe | |
| CN223677216U (en) | A type of M-shaped internal ribbed tube | |
| CN206310106U (en) | Internal-rib strengthens polythene PE helical bellows and its band | |
| CN222687513U (en) | A three-dimensional prism hollow reinforced winding tube | |
| CN212509882U (en) | Steel wire reinforced polyethylene structural wall pipe | |
| CN217634319U (en) | Plastic structure wall pipeline for buried pipe |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |