CN211525734U - DRPE composite reinforced hollow winding structure wall A-type pipe for buried drainage in Japanese shape - Google Patents
DRPE composite reinforced hollow winding structure wall A-type pipe for buried drainage in Japanese shape Download PDFInfo
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Abstract
本实用新型涉及一种日字形埋地排水用DRPE复合增强中空缠绕结构壁A型管,包括由管带材螺旋缠绕形成的管材层;所述管带材包括骨架和空腔,所述空腔中设置有通过连接件分别与骨架顶部、底部垂直固定连接的加强筋;所述管带材螺旋缠绕后相邻管带材左、右外侧壁依次焊接;所述管材层外侧壁环形设置有增强拉伸层,内侧壁环形设置有耐磨层,所述耐磨层与所述管带材为一体成型结构;通过在管材层外侧壁设置增强拉伸层并且在管带材空腔中设置加强筋的方式,增强了A型管的整体强度,并且采用耐磨层与管带材一体成型的方式使得A型管内壁的耐磨强度更高。
The utility model relates to an A-shaped pipe with a DRPE composite reinforced hollow winding structure wall for Japanese-shaped buried drainage, comprising a pipe layer formed by spirally winding a pipe strip; the pipe strip comprises a skeleton and a cavity, and the cavity There are reinforcing ribs that are vertically and fixedly connected to the top and bottom of the skeleton through the connecting pieces; the left and right outer side walls of the adjacent pipe strips are welded in turn after the pipe strip is spirally wound; the outer side wall of the pipe layer is annularly provided with reinforcement A tensile layer, the inner side wall is annularly provided with a wear-resistant layer, and the wear-resistant layer and the pipe strip are integrally formed in a structure; by arranging a reinforced tensile layer on the outer side wall of the pipe layer and arranging reinforcement in the cavity of the pipe strip The rib method enhances the overall strength of the A-type pipe, and the wear-resistant layer and the pipe strip are integrally formed to make the inner wall of the A-type pipe have higher wear resistance.
Description
技术领域technical field
本实用新型涉及排水管道领域,具体涉及日字形埋地排水用DRPE复合增强中空缠绕结构壁A型管。The utility model relates to the field of drainage pipes, in particular to a DRPE composite reinforced hollow winding structure wall A-type pipe for buried drainage in a Japanese shape.
背景技术Background technique
目前中空缠绕管是一种以高密度聚乙烯为原料,采用热态缠绕成型工艺制成的结构壁管材,广泛用于市政排水、农田输水以及工业排污等,具有质量轻、耐高压、韧性好等特点,可取代传统的混凝土管和铸铁管,但是由于中空结构能够承受的外部压力有限,易发生变形,现有技术的缠绕管的强度有待进一步加强。并且现有排水管道内壁大部分采用涂层的方式达到耐磨的效果,这样很容易造成耐磨层在水流的持续作用下脱落。At present, the hollow winding pipe is a structural wall pipe made of high-density polyethylene as a raw material by a thermal winding molding process. It is widely used in municipal drainage, farmland water delivery and industrial sewage discharge. It can replace traditional concrete pipes and cast iron pipes. However, due to the limited external pressure that the hollow structure can withstand, it is prone to deformation. The strength of the coiled pipe in the prior art needs to be further strengthened. In addition, most of the inner walls of the existing drainage pipes are coated to achieve the effect of wear resistance, which easily causes the wear layer to fall off under the continuous action of the water flow.
实用新型内容Utility model content
本实用新型旨在解决上述现有技术所存在的问题,提供了一种日字形埋地排水用DRPE复合增强中空缠绕结构壁A型管,通过在管材层外侧壁设置增强拉伸层并且在管带材空腔中设置加强筋的方式,增强了A型管的整体强度,并且采用耐磨层与管带材一体成型的方式使得A型管内壁的耐磨强度更高。其采用的技术方案如下:The utility model aims to solve the problems existing in the above-mentioned prior art, and provides a DRPE composite reinforced hollow winding structure wall A-type pipe for buried underground drainage. The way of arranging reinforcing ribs in the strip cavity enhances the overall strength of the A-type pipe, and the wear-resistant layer and the pipe strip are integrally formed to make the inner wall of the A-type pipe have higher wear resistance. The technical solutions adopted are as follows:
一种日字形埋地排水用DRPE复合增强中空缠绕结构壁A型管,包括从外到内依次设置的增强拉伸层、管材层和耐磨层;所述管材层由管带材螺旋缠绕而成,所述管带材包括骨架和空腔,所述空腔中设置有通过连接件分别与骨架顶部、底部垂直固定连接的加强筋;相邻两管带材外侧壁之间焊接;所述耐磨层与所述管带材为一体成型结构。A Japanese-shaped DRPE composite reinforced hollow winding structural wall A-type pipe for buried drainage, comprising a reinforced stretch layer, a pipe material layer and a wear-resistant layer sequentially arranged from outside to inside; the pipe material layer is formed by spirally winding pipe strips. In this case, the pipe strip includes a skeleton and a cavity, and the cavity is provided with reinforcing ribs that are vertically and fixedly connected to the top and bottom of the skeleton through connecting pieces; the outer side walls of two adjacent pipe strips are welded; the The wear-resistant layer is integrally formed with the pipe strip.
作为本实用新型的一种优选方案,所述相邻两管带材外侧壁之间焊接部位通过专用聚乙烯粘接材料焊接。As a preferred solution of the present invention, the welding part between the outer side walls of the two adjacent pipes and strips is welded by a special polyethylene bonding material.
作为本实用新型的一种优选方案,所述加强筋内部设置有矩形钢带。As a preferred solution of the present invention, a rectangular steel strip is arranged inside the reinforcing rib.
作为本实用新型的一种优选方案,所述骨架外形为多边形,包括正方形、长方形、六边形、八边形中的任意一种。As a preferred solution of the present invention, the outline of the skeleton is a polygon, including any one of a square, a rectangle, a hexagon, and an octagon.
作为本实用新型的一种优选方案,所述连接件形状包括圆柱型、圆台型、梯台型中的任意一种。As a preferred solution of the present invention, the shape of the connecting piece includes any one of a cylindrical shape, a circular truncated shape, and a stepped stage shape.
本实用新型的有益效果在于:The beneficial effects of the present utility model are:
(1)本实用新型通过在A型管外壁设置增强拉伸板,使得组成的管体强度更高,抗弯及承压能力更强;(1) In the present invention, a reinforced tensile plate is arranged on the outer wall of the A-type pipe, so that the strength of the composed pipe body is higher, and the bending resistance and bearing capacity are stronger;
(2)耐磨层的设置有效地增强了管内壁的耐磨防腐蚀性能,提高了管材的使用寿命;(2) The setting of the wear-resistant layer effectively enhances the wear-resistant and anti-corrosion performance of the inner wall of the pipe, and improves the service life of the pipe;
(3)管带材空腔内垂直设置的加强筋有利于增强管体的整体强度,在加强筋内部设置矩形钢板进一步增强了加强筋的牢固性,并且通过改变加强筋与管带材骨架连接部位的结构,有效增强了加强筋的结构稳定性;(3) The reinforcing ribs arranged vertically in the cavity of the pipe and strip are beneficial to enhance the overall strength of the pipe body. The rectangular steel plate arranged inside the reinforcing ribs further enhances the firmness of the reinforcing ribs, and the connection between the reinforcing ribs and the skeleton of the pipe and strip is improved by changing the reinforcing ribs. The structure of the parts effectively enhances the structural stability of the reinforcing ribs;
(4)耐磨层与管带材在塑料挤出机中即合为一体,在缠绕成管的过程中二者即为一体成型结构,有效降低了管材在使用过程中耐磨层被流体冲刷脱落的可能;(4) The wear-resistant layer and the pipe strip are integrated in the plastic extruder. During the process of winding into a pipe, the two are integrated into an integrated structure, which effectively reduces the wear-resistant layer of the pipe being washed by fluid during use. the possibility of falling off;
(5)将管带材的外形设置为正方形、长方形、六边形和/或八边形,规则的几何形状结构能够在一定程度上有效消减外部所施加的作用力;(5) The shape of the pipe strip is set to be square, rectangular, hexagonal and/or octagonal, and the regular geometric structure can effectively reduce the external force to a certain extent;
(6)由于管带材的外形采用了规则的几何形状,在螺旋缠绕后相邻管带材之间接触面更加平滑,有利于专用聚乙稀粘接材料焊接作业,使得焊接部位更加牢固;(6) Since the shape of the pipe and strip adopts a regular geometric shape, the contact surface between the adjacent pipe and strip after helical winding is smoother, which is conducive to the welding operation of the special polyethylene bonding material and makes the welding part more firm;
(7)在管材层外壁设置玻璃纤维布,进一步增加了管道的强度和抗拉伸能力。(7) Glass fiber cloth is arranged on the outer wall of the pipe layer, which further increases the strength and tensile strength of the pipe.
附图说明Description of drawings
图1是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁 A型管的结构示意图;Fig. 1 is the structural representation of the DRPE composite reinforced hollow winding structure wall A-type pipe for buried drainage provided by the utility model;
图2是图1中A处的局部放大图;Fig. 2 is the partial enlarged view of A place in Fig. 1;
图3是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁 A型管的单根管带材结构示意图;Fig. 3 is the single pipe strip structure schematic diagram of the DRPE composite reinforced hollow winding structure wall A-type pipe provided by the utility model for buried drainage;
图4是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁 A型管的管带材骨架外形为正方形的管材层截面结构示意图;Fig. 4 is the pipe layer cross-sectional structure schematic diagram of the pipe strip skeleton shape of the DRPE composite reinforced hollow winding structure wall A-type pipe provided by the utility model for buried drainage in a square shape;
图5是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁 A型管的管带材骨架外形为长方形的管材层截面结构示意图;Fig. 5 is the DRPE composite reinforcement hollow winding structure wall A-type pipe provided by the utility model for the utility model. The profile of the pipe-strip skeleton of the utility model is a rectangular pipe layer cross-sectional structure schematic diagram;
图6是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁 A型管的管带材骨架外形为六边形的管材层截面结构示意图;Fig. 6 is the DRPE composite reinforcement hollow winding structure wall A-type pipe provided by the utility model for buried drainage in the shape of the pipe strip skeleton with a hexagonal shape of the pipe layer cross-sectional structure schematic diagram;
图7是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁 A型管的管带材骨架外形为八边形的管材层截面结构示意图;Fig. 7 is the DRPE composite reinforcement hollow winding structure wall A-type pipe provided by the utility model of the utility model;
图8是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁 A型管中加强筋设置矩形钢带情况下的管带材截面结构示意图;Fig. 8 is the cross-sectional structure schematic diagram of the pipe strip under the situation that the reinforcing rib is provided with a rectangular steel strip in the DRPE composite reinforced hollow winding structure wall A-type pipe for buried drainage provided by the utility model;
图9是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁 A型管的连接处为圆柱型情况下的管带材截面结构示意图;Fig. 9 is the pipe strip cross-sectional structure schematic diagram under the situation that the joint of the DRPE composite reinforced hollow winding structure wall A-type pipe for the sun-shaped buried drainage provided by the utility model is a cylindrical shape;
图10是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁A型管的连接处为圆台型情况下的管带材截面结构示意图;10 is a schematic diagram of the cross-sectional structure of the pipe and strip under the circumstance that the joint of the DRPE composite reinforced hollow winding structure wall A-type pipe for buried drainage provided by the present utility model is a circular cone-shaped;
图11是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁A型管的连接处为梯台型情况下的管带材截面结构示意图;11 is a schematic diagram of the cross-sectional structure of the pipe and strip under the situation that the joint of the DRPE composite reinforced hollow winding structure wall A-type pipe for the sun-shaped buried drainage provided by the present invention is a terrace type;
图12是本实用新型所提供日字形埋地排水用DRPE复合增强中空缠绕结构壁A型管的管材层设置玻璃纤维布的结构示意图。12 is a schematic structural diagram of glass fiber cloth provided in the pipe layer of the DRPE composite reinforced hollow winding structure wall A-type pipe for buried drainage provided by the present invention.
附图标记:Reference number:
1-管材层、11-管带材、111-骨架、112-空腔、113-耐磨层、114-加强筋、 115-连接件、116-矩形钢带、12-专用聚乙稀粘接材料、2-增强拉伸层、3-玻璃纤维布。1-pipe layer, 11-pipe strip, 111-frame, 112-cavity, 113-wear-resistant layer, 114-reinforcing rib, 115-connector, 116-rectangular steel strip, 12-special polyethylene bonding Material, 2- Reinforced stretch layer, 3- Fiberglass cloth.
具体实施方式Detailed ways
下面结合附图对本实用新型作进一步说明:Below in conjunction with accompanying drawing, the utility model is further described:
实施例1Example 1
结合图1、图2、图3、图4及图8所示,包括从外到内依次设置的增强拉伸层2、管材层1和耐磨层113;所述管材层1由管带材11螺旋缠绕而成,所述管带材11包括骨架111和空腔112,所述空腔112中设置有通过连接件115 分别与骨架111顶部、底部垂直固定连接的加强筋114;相邻两管带材11外侧壁之间焊接;所述耐磨层113与所述管带材11为一体成型结构;1 , 2 , 3 , 4 and 8 , it includes a reinforced
在本实施例中,管带材11螺旋缠绕后相邻各管带材11左、右外侧壁通过专用聚乙稀粘接材料12焊接。In this embodiment, after the
在本实施例中,耐磨层113与管带材11为一体成型结构;即在塑料挤出机将管带材挤出之前耐磨层就与管带材成为一体。In this embodiment, the wear-
在本实施例中,所述骨架外形为正方形;选择正方形的结构,有利于管带材的管壁的结构稳定性,以此加强本实用新型所提供的埋地排水用DRP0E复合增强中空缠绕结构壁A型管的整体强度。In this embodiment, the outline of the skeleton is a square; the selection of a square structure is beneficial to the structural stability of the pipe wall of the pipe strip, thereby strengthening the DRPOE composite reinforced hollow winding structure for buried drainage provided by the present utility model. Overall strength of wall A-tube.
在本实施例中,所述连接件115形状为圆柱型。In this embodiment, the connecting
在本实施例中,所述增强拉伸层2的厚度为0.5毫米,所使用的材料为高密度聚乙稀材料。In this embodiment, the thickness of the reinforced
在本实施例中,所述耐磨层113的厚度为2毫米,所使用的材料为UHMWPE 超高分子量聚乙稀材料。In this embodiment, the thickness of the wear-
在本实施例中,将日字形埋地排水用DRPE复合增强中空缠绕结构壁A型管通过承插式热熔衔接的方式装配成整管投入现场使用。In this embodiment, the Japanese-shaped DRPE composite reinforced hollow winding structure wall A-type pipe for buried drainage is assembled into a whole pipe by means of socket-type hot-melt connection and put into use on site.
实施例2Example 2
结合图5所示,其余技术特征与实施例1相同,所不同之处在于,所述骨架111外形为长方形。With reference to FIG. 5 , other technical features are the same as those of Embodiment 1, the difference is that the shape of the
实施例3Example 3
结合图6所示,其余技术特征与实施例1相同,所不同之处在于,所述骨架111外形为六边形。With reference to FIG. 6 , other technical features are the same as those of Embodiment 1, except that the
实施例4Example 4
结合图7所示,其余技术特征与实施例1相同,所不同之处在于,所述骨架111外形为八边形。With reference to FIG. 7 , other technical features are the same as those of Embodiment 1, the difference is that the outer shape of the
实施例5Example 5
结合图8所示,其余技术特征与实施例1相同,所不同之处在于,所述加强筋114内部设置有矩形钢带116。With reference to FIG. 8 , other technical features are the same as those of Embodiment 1, the difference is that a
实施例6Example 6
结合图9所示,其余技术特征与实施例1相同,所不同之处在于,所述加强筋114与骨架111顶边、底边连接处的连接件115形状为圆柱型。Referring to FIG. 9 , other technical features are the same as those of Embodiment 1, except that the connecting
实施例7Example 7
结合图10所示,其余技术特征与实施例1相同,所不同之处在于,所述加强筋114与骨架111顶边、底边连接处的连接件115形状为圆台型。Referring to FIG. 10 , other technical features are the same as those of Embodiment 1, except that the connecting
实施例8Example 8
结合图11所示,其余技术特征与实施例1相同,所不同之处在于,所述加强筋114与骨架111顶边、底边连接处的连接件115形状为梯台型。Referring to FIG. 11 , other technical features are the same as those of Embodiment 1, except that the connecting
实施例9Example 9
结合图12所示,其余技术特征与实施例1相同,所不同之处在于,所述管材层与增强拉伸层之间设置有玻璃纤维布3。With reference to Fig. 12 , other technical features are the same as in Example 1, the difference is that a
实施例10Example 10
结合图1所示,其余技术特征与实施例1相同,所不同之处在于,所述耐磨层所使用的材料为改性聚烯烃耐磨料GXCG-1101。With reference to Fig. 1, other technical features are the same as in Example 1, the difference is that the material used for the wear-resistant layer is modified polyolefin wear-resistant material GXCG-1101.
以上显示和描述了本实用新型的基本原理、主要特征和优点。本行业的技术人员应该了解,本实用新型不受上述实施例的限制,上述实施例和说明书中描述的只是说明本实用新型的原理,在不脱离本实用新型精神和范围的前提下,本实用新型还会有各种变化和改进,这些变化和改进都落入要求保护的本实用新型范围内。The basic principles, main features and advantages of the present invention have been shown and described above. It should be understood by those skilled in the art that the present invention is not limited by the above-mentioned embodiments. The above-mentioned embodiments and descriptions only illustrate the principle of the present invention. Without departing from the spirit and scope of the present invention, the present invention There will also be various changes and improvements in the new model, which all fall within the scope of the claimed invention.
Claims (6)
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| CN201922267443.8U CN211525734U (en) | 2019-12-17 | 2019-12-17 | DRPE composite reinforced hollow winding structure wall A-type pipe for buried drainage in Japanese shape |
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| CN201922267443.8U CN211525734U (en) | 2019-12-17 | 2019-12-17 | DRPE composite reinforced hollow winding structure wall A-type pipe for buried drainage in Japanese shape |
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Effective date of registration: 20260409 Address after: 611200 Sichuan Province Chengdu City Chongzhou County Chongyang Street Shiji Avenue 691.NO Patentee after: Sichuan Zhilian Pipe Industry Technology Co.,Ltd. Country or region after: China Address before: 611200 No.11, 6th floor, building 5, No.16 Yunting street, Chongyang street, Chongzhou City, Chengdu City, Sichuan Province Patentee before: Sichuan Hongtu Tianchen Technology Co.,Ltd. Country or region before: China |
