CN114576450A - Composite pipe interface structure and composite pipe adaptable to geological settlement - Google Patents
Composite pipe interface structure and composite pipe adaptable to geological settlement Download PDFInfo
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- CN114576450A CN114576450A CN202011389415.4A CN202011389415A CN114576450A CN 114576450 A CN114576450 A CN 114576450A CN 202011389415 A CN202011389415 A CN 202011389415A CN 114576450 A CN114576450 A CN 114576450A
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- 239000002131 composite material Substances 0.000 title claims abstract description 38
- 238000007789 sealing Methods 0.000 claims abstract description 55
- 239000004568 cement Substances 0.000 claims description 7
- 239000004033 plastic Substances 0.000 description 5
- 229920003023 plastic Polymers 0.000 description 5
- 238000007731 hot pressing Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000004026 adhesive bonding Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L27/00—Adjustable joints; Joints allowing movement
- F16L27/02—Universal joints, i.e. with mechanical connection allowing angular movement or adjustment of the axes of the parts in any direction
- F16L27/023—Universal and rotating joints
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L27/00—Adjustable joints; Joints allowing movement
- F16L27/02—Universal joints, i.e. with mechanical connection allowing angular movement or adjustment of the axes of the parts in any direction
- F16L27/04—Universal joints, i.e. with mechanical connection allowing angular movement or adjustment of the axes of the parts in any direction with partly-spherical engaging surfaces
- F16L27/06—Universal joints, i.e. with mechanical connection allowing angular movement or adjustment of the axes of the parts in any direction with partly-spherical engaging surfaces with special sealing means between the engaging surfaces
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Abstract
Description
技术领域technical field
本发明涉及管道技术领域,具体涉及一种可适应地质沉降的复合管接口结构及复合管。The invention relates to the technical field of pipelines, in particular to a composite pipe interface structure and a composite pipe that can adapt to geological subsidence.
背景技术Background technique
为了保证管道的强度,同时提升密封性能,复合管应运而生。水泥-塑料复合管是复合管中最常见的一种,其广泛应用于给水排水等各种工程,为人们的生活提供便利。In order to ensure the strength of the pipeline and improve the sealing performance at the same time, the composite pipe came into being. Cement-plastic composite pipe is the most common type of composite pipe, which is widely used in various projects such as water supply and drainage to provide convenience for people's lives.
常见的水泥-塑料复合管一般为以下的结构,包括钢筋水泥结构的外管和设置在外管内的塑料内管。现有的水泥-塑料复合管承插在一起后会形成固定式的接口,当地震、地下水枯竭、新建大型建筑物等情况发生时,会导致不同程度的地质沉降,此时,两条管道的接口处会随之弯曲,由于上述的管道接口结构连接十分紧密,导致管道接口处的应力无处释放,严重导致接口爆裂或脱节等情况出现。Common cement-plastic composite pipes generally have the following structures, including an outer pipe of reinforced cement structure and a plastic inner pipe arranged in the outer pipe. After the existing cement-plastic composite pipes are inserted together, a fixed interface will be formed. When earthquakes, groundwater depletion, new large-scale buildings, etc. occur, it will lead to different degrees of geological subsidence. The interface will be bent accordingly. Because the above-mentioned pipeline interface structure is very tightly connected, the stress at the pipeline interface cannot be released anywhere, which seriously leads to the occurrence of interface bursting or disconnection.
为了解决上述问题,申请号为201810293022.X的发明专利就公开了一种柔性密封自锁承插接口,其包括承口和插口,承口的内壁设有第一类环状凸起,插口的外壁设有第二类环状凸起,其中当将插口装配到承口后,第一类环状凸起与第二类环状形成自锁,且第一类环状凸起与第二类环状凸起之间具有间隙,使得承口管体能够相对于插口管体偏转。In order to solve the above problems, the invention patent with the application number of 201810293022.X discloses a flexible sealing self-locking socket interface, which includes a socket and a socket, the inner wall of the socket is provided with a first-type annular protrusion, and the socket is The outer wall is provided with a second-type annular protrusion, wherein when the socket is assembled to the socket, the first-type annular protrusion and the second-type annular protrusion form self-locking, and the first-type annular protrusion and the second-type annular protrusion form a self-locking. There are gaps between the annular protrusions so that the socket body can deflect relative to the socket body.
这样的管道接口结构也存在以下的问题,由于第一类环状凸起的前侧面和对应的第二类环状凸起的后侧面之间存在间隙,第一类环状凸起的后侧面和对应的第二类环状凸起的前侧面之间也存在间隙,导致承口和接口的连接处较为松垮,连接强度低,且承口和接口的连接处密封性能较差。Such a pipe interface structure also has the following problems. Since there is a gap between the front side of the first type of annular protrusion and the corresponding rear side of the second type of annular protrusion, the rear side of the first type of annular protrusion There is also a gap between the corresponding front side of the second type of annular protrusion, resulting in a loose connection between the socket and the interface, low connection strength, and poor sealing performance at the connection between the socket and the interface.
发明内容SUMMARY OF THE INVENTION
鉴于此,本发明的目的之一在于提供一种可适应地质沉降、密封性优异、连接强度高的复合管接口结构。In view of this, one of the objectives of the present invention is to provide a composite pipe joint structure that can adapt to geological subsidence, has excellent sealing performance and high connection strength.
本发明的目的之二在于提供一种能够承插形成上述的复合管接口结构的复合管。Another object of the present invention is to provide a composite pipe that can be socket-inserted to form the above-mentioned composite pipe joint structure.
本发明为解决其技术问题而采用的技术方案是:The technical scheme that the present invention adopts for solving its technical problem is:
一种可适应地质沉降的复合管接口结构,包括承口管体和插口管体,所述的承口管体包括承口内管和包覆于所述承口内管外的承口外管,所述承口内管的右端设置有凸出于所述承口外管的右端面的承口段,所述承口段的内侧壁设置有第一定心凹面,所述的第一定心凹面为球形凹面或椭球形凹面,所述椭球形凹面确定的椭球体的小直径和大直径的比值为0.8~1;所述的插口管体包括插口内管和包覆于所述插口内管外的插口外管,所述的插口内管的左端部和插口外管的左端部之间形成可供所述承口段插入其中的插槽,所述插口内管的外侧壁上设置有与所述第一定心凹面相贴合的第一弧形凸面,所述承口内管与插口内管之间还设置有密封结构。A composite pipe interface structure adaptable to geological subsidence comprises a socket pipe body and a socket pipe body, the socket pipe body comprises a socket inner pipe and a socket outer pipe coated on the outside of the socket inner pipe, the socket pipe body is The right end of the socket inner tube is provided with a socket section protruding from the right end face of the socket outer tube, the inner side wall of the socket section is provided with a first centering concave surface, and the first centering concave surface is a spherical concave surface or an ellipsoidal concave surface, the ratio of the small diameter to the large diameter of the ellipsoid determined by the ellipsoidal concave surface is 0.8 to 1; A slot into which the socket section can be inserted is formed between the left end of the inner tube of the socket and the left end of the outer tube of the socket. The first arc-shaped convex surface that is fitted with the centering concave surface is also provided with a sealing structure between the socket inner tube and the socket inner tube.
作为优选地,所述承口段的内侧壁设置有位于所述第一定心凹面右侧的第一卡位凸部,所述第一弧形凸面的右侧设置有第二卡位凸部,所述第二卡位凸部与第一卡位凸部之间留有空隙且二者能够抵接以限制承口内管与插口内管脱离。Preferably, the inner side wall of the socket section is provided with a first locking convex portion located on the right side of the first centering concave surface, and a second locking convex portion is provided on the right side of the first arc-shaped convex surface There is a gap between the second locking convex part and the first locking convex part, and the two can abut to limit the separation of the inner pipe of the socket and the inner pipe of the socket.
作为优选地,所述承口段的内侧壁设置有第二定心凹面,所述的第一定心凹面为球形凹面,所述的第二定心凹面为与所述第一定心凹面共球心的球形凹面,所述的插口内管的外侧壁上设置有与所述第二定心凹面相贴合的第二弧形凸面。Preferably, the inner side wall of the socket section is provided with a second centering concave surface, the first centering concave surface is a spherical concave surface, and the second centering concave surface is the same as the first centering concave surface. The spherical concave surface of the center of the ball is provided with a second arc-shaped convex surface that fits with the second centering concave surface on the outer side wall of the inner tube of the socket.
作为优选地,所述第二定心凹面的右侧设置有第三卡位凸部,所述的第二弧形凸面的右侧设置有能够与所述第三卡位凸部抵接以限制插口内管和承口内管脱离的第四卡位凸部。Preferably, the right side of the second centering concave surface is provided with a third locking convex portion, and the right side of the second arc-shaped convex surface is provided with a third locking convex portion that can abut to restrict The fourth locking convex part where the inner tube of the socket and the inner tube of the socket are separated.
作为优选地,所述的密封结构包括设置于所述第一定心凹面上的凹槽及固定设置于所述凹槽的第一密封圈,所述第一密封圈的内表面凸出于所述的第一定心凹面并与所述的第一弧形凸面过盈配合。Preferably, the sealing structure includes a groove arranged on the first centering concave surface and a first sealing ring fixedly arranged in the groove, and the inner surface of the first sealing ring protrudes from the outer surface of the first sealing ring. The first centering concave surface is in an interference fit with the first arc-shaped convex surface.
作为优选地,所述的密封结构包括设置于所述第一弧形凸面上的凹槽以及固定设置于所述凹槽的第二密封圈,所述第二密封圈的外表面凸出于所述的第一弧形凸面并与所述的第一定心凹面过盈配合。Preferably, the sealing structure comprises a groove arranged on the first arc-shaped convex surface and a second sealing ring fixedly arranged on the groove, and the outer surface of the second sealing ring protrudes from the outer surface of the second sealing ring. The first arc-shaped convex surface is in an interference fit with the first centering concave surface.
作为优选地,所述的密封结构包括位于所述承口段和插口管体之间的第三密封圈,所述插口外管的内侧壁设置有从左至右逐渐缩小的锥形段,所述的承口段插入所述的插槽中时受所述锥形段的挤压以将所述的第三密封圈压紧。Preferably, the sealing structure includes a third sealing ring located between the socket section and the socket tube body, and the inner side wall of the socket outer tube is provided with a tapered section that gradually narrows from left to right, so When the socket section is inserted into the slot, the conical section is pressed to compress the third sealing ring.
作为优选地,所述第三密封圈固定设置于所述承口段的内侧壁并凸出于所述承口段的内侧表面。Preferably, the third sealing ring is fixedly arranged on the inner side wall of the socket section and protrudes from the inner surface of the socket section.
作为优选地,所述承口段的内侧壁上设置有凸部,所述的第三密封圈固定于所述凸部处。Preferably, a convex portion is provided on the inner side wall of the socket section, and the third sealing ring is fixed on the convex portion.
作为优选地,所述的插口外管和承口外管均为水泥管,所述插口内管和承口内管的外侧壁上均设置有能够提升对水泥的附着力的凸纹结构。Preferably, the socket outer pipe and the socket outer pipe are both cement pipes, and the outer side walls of the socket inner pipe and the socket inner pipe are both provided with a relief structure that can improve the adhesion to cement.
一种复合管,该复合管的一端设置有上述的承口管体,另一端设置有上述的插口管体。A composite pipe, one end of the composite pipe is provided with the above-mentioned socket pipe body, and the other end is provided with the above-mentioned socket pipe body.
本发明的有益效果是:在发生地质沉降时,管道接口处会受压而弯曲,相邻的管道接口会朝着不同的方向弯曲。相邻的管道之间,插口内管和承口内管能够绕着第一定心凹面确定的球心或椭球心相对转动一定的角度,使得管道接口处能够承受较大的弯曲变形;另外,由于第一定心凹面和第一弧形凸面为相互贴合的球面,插口内管和承口内管相对转动一定角度后,二者依然保持紧贴,能够有效地提升密封性能,同时能够提升承口管体和插口管体的连接强度。The beneficial effects of the invention are: when geological subsidence occurs, the pipeline joints will be bent under pressure, and adjacent pipeline joints will be bent in different directions. Between adjacent pipes, the inner pipe of the socket and the inner pipe of the socket can be rotated relative to a certain angle around the spherical center or ellipsoid center determined by the first centering concave surface, so that the pipe joint can bear large bending deformation; in addition, Since the first centering concave surface and the first arc-shaped convex surface are spherical surfaces that fit each other, after the inner tube of the socket and the inner tube of the socket are rotated by a certain angle relative to each other, the two remain close to each other, which can effectively improve the sealing performance and improve the bearing capacity. The connection strength of the mouth tube body and the socket tube body.
附图说明Description of drawings
图1是本发明实施例1的复合管接口结构的示意图;Fig. 1 is the schematic diagram of the composite pipe interface structure of embodiment 1 of the present invention;
图2是本发明实施例1的复合管接口结构的分解图;Fig. 2 is the exploded view of the composite pipe joint structure of the embodiment 1 of the present invention;
图3是图1中A部分的放大图;Fig. 3 is the enlarged view of A part in Fig. 1;
图4是本发明实施例1的复合管的示意图;Fig. 4 is the schematic diagram of the composite pipe of embodiment 1 of the present invention;
图5是本发明实施例2的复合管接口结构的示意图;Fig. 5 is the schematic diagram of the composite pipe interface structure of
图6是图5中B部分的放大图。FIG. 6 is an enlarged view of part B in FIG. 5 .
具体实施方式Detailed ways
下面将结合附图,对本发明实施例中的技术方案进行清楚、完整地描述。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings.
需要说明,本发明实施例中所有方向性指示(诸如上、下、左、右、前、后…)仅用于解释在某一特定姿态(如附图所示)下各部件之间的相对位置关系、运动情况等,如果该特定姿态发生改变时,则该方向性指示也相应地随之改变。另外,在本发明中涉及“优选”、“次优选”等的描述仅用于描述目的,而不能理解为指示或暗示其相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“优选”、“次优选”的特征可以明示或者隐含地包括至少一个该特征。It should be noted that all directional indications (such as up, down, left, right, front, rear...) in the embodiments of the present invention are only used to explain the relative relationship between various components in a certain posture (as shown in the accompanying drawings). If the specific posture changes, the directional indication also changes accordingly. In addition, the descriptions involving "preferred", "less preferred", etc. in the present invention are only for descriptive purposes, and should not be construed as indicating or implying their relative importance or implicitly indicating the number of indicated technical features. Thus, a feature defined as "preferred" or "less preferred" may expressly or implicitly include at least one of that feature.
实施例1Example 1
参照图1至图4,本发明提出了一种可适应地质沉降的复合管接口结构,包括承口管体100和插口管体200。Referring to FIG. 1 to FIG. 4 , the present invention proposes a composite pipe interface structure that can adapt to geological subsidence, including a
承口管体100包括承口内管1和包覆于承口内管1外的承口外管2,承口内管1的右端设置有凸出于承口外管2的右端面的承口段10,承口段10的内侧壁设置有第一卡位凸部12和位于第一卡位凸部12左侧的第一定心凹面11,第一定心凹面11为球形凹面或椭球形凹面,椭球形凹面确定的椭球体的小直径和大直径的比值为0.8~1。第一定心凹面11确定的球心P或椭球心位于承口管体1001的轴线上或在该轴线附近。该球心P或椭球心即为承口内管1与插口内管3相对转动时的旋转中心。The
插口管体200包括插口内管3和包覆于插口内管3外的插口外管4,插口内管3的左端部和插口外管4的左端部之间形成可供承口段10插入其中的插槽5,插口内管3的外侧壁上设置有与第一定心凹面11相贴合的第一弧形凸面31,第一弧形凸面31的右侧设置有第二卡位凸部32,第二卡位凸部32与第一卡位凸部12之间留有空隙且二者能够抵接以限制承口内管1与插口内管3脱离,承口内管1与插口内管3之间还设置有密封结构。The
承口内管1、插口内管3的材料为PE、PP-R、PVC或HDPE,这些材料均为软质的,并具有一点弹性的材料。The material of the socket inner pipe 1 and the socket inner pipe 3 is PE, PP-R, PVC or HDPE, all of which are soft and have a little elasticity.
插口外管4和承口外管2采用刚性材料,比如采用钢筋水泥结构或采用钢材。The socket
在本实施例的一种优选方案中,插口外管4和承口外管2均为水泥管,为了提升插口内管3和承口内管1对水泥的附着力,插口内管3和承口内管1的外侧壁上均设置有凸纹结构。凸纹结构可以是沿着周向布置的环形凸纹20、可以是沿着周向布置的螺旋线凸纹、还可以是沿着轴向布置的长条形凸纹等等。In a preferred solution of this embodiment, the socket
插口外管4的左端面和承口外管2的右端面之间可以留有间隙、也可以直接顶紧,或者在二者之间增设一个弹性的垫圈,比如橡胶垫圈。A gap may be left between the left end face of the socket
以第一定心凹面11为球形凹面为例,第一弧形凸面31为与其贴合的球形凸面。在发生地质沉降时,管道接口处会受压而弯曲,相邻的管道接口会朝着不同的方向弯曲。相邻的管道之间,插口内管3和承口内管1能够绕着第一定心凹面11确定的球心P相对转动一定的角度,使得管道接口处能够承受较大的弯曲变形;另外,由于第一定心凹面11和第一弧形凸面31为相互贴合的球面,插口内管3和承口内管1相对转动一定角度后,二者依然保持紧贴,能够有效地提升密封性能,同时能够提升承口管体100和插口管体200的连接强度。Taking the first centering
进一步地,承口段10的内侧壁设置有第二定心凹面13,位于第一定心凹面11的右侧,第二定心凹面13为与第一定心凹面11共球心的球形凹面,插口内管3的外侧壁上设置有与第二定心凹面13相贴合的第二弧形凸面33。第二定心凹面13和第二弧形凸面33的配合能够进一步提升转动定心的效果,同时提升密封性能和连接强度。Further, the inner side wall of the
更进一步地,第二定心凹面13的右侧设置有第三卡位凸部14,第二弧形凸面33的右侧设置有能够与第三卡位凸部14抵接以限制插口内管3和承口内管1脱离的第四卡位凸部34。Further, the right side of the second centering
参照图3,本实施例中,密封结构包括设置于第一定心凹面11上的凹槽及固定设置于凹槽的第一密封圈6,第一密封圈6的内表面凸出于第一定心凹面11并与第一弧形凸面31过盈配合。上述的凹槽可以通过热压的方式压出,也可以采用车床加工而成,第一密封圈6优选橡胶O型圈,其可通过热压的方式固定于上述的凹槽中。Referring to FIG. 3 , in this embodiment, the sealing structure includes a groove arranged on the first centering
进一步地,密封结构还包括位于承口段10和插口管体200之间的第三密封圈7,插口外管4的内侧壁设置有从左至右逐渐缩小的锥形段41,将插口管体200和承口管体100连接在一起时,承口段10插入插槽5中,此时承口段10受锥形段41的挤压以将第三密封圈7压紧,进一步提升了本发明的密封性能。Further, the sealing structure also includes a third sealing ring 7 located between the
在本实施例的一种具体方案中,第三密封圈7通过热压或胶黏的方式固定于第三卡位凸部14处,且第三密封圈7凸出于承口段10的内侧表面。In a specific solution of this embodiment, the third sealing ring 7 is fixed at the
当第一定心凹面11为椭球形凹面时,其确定的椭球体的小直径和大直径的比值为0.8~1,这样的椭球体十分接近球体,且由于插口内管3和承口内管1为塑料管,本身具有一定的弹性,插口内管3和承口内管1相对转动的范围一般在0-1.5度,因此,在发生地质沉降时,本方案的工作原理与第一定心凹面11为球形凹面的方案基本相同。When the first centering
参照图4,本发明提出了一种能够承插形成上述的复合管接口结构的复合管,该复合管的一端设置有上述的承口管体100,另一端设置有上述的插口管体200。Referring to FIG. 4 , the present invention provides a composite pipe capable of being socketed to form the above-mentioned composite pipe interface structure. One end of the composite pipe is provided with the above-mentioned
实施例2Example 2
图5与图6示出了本发明的复合管接口结构的实施例2,本实施例与实施例1具有类似的结构,其不同点在于以下两点。FIG. 5 and FIG. 6
第一、本实施例中,第二定心凹面13位于第一定心凹面11的左侧。First, in this embodiment, the second centering
第二、本实施例中,承口内管1与插口内管3之间的密封结构的具体结构如下。Second, in this embodiment, the specific structure of the sealing structure between the socket inner pipe 1 and the socket inner pipe 3 is as follows.
本实施例中,密封结构包括设置于第一弧形凸面31上的凹槽以及固定设置于凹槽的第二密封圈8,第二密封圈8的外表面凸出于第一弧形凸面31并与第一定心凹面11过盈配合。上述的密封结构还包括位于承口段10和插口管体200之间的第三密封圈7,插口外管4的内侧壁设置有从左至右逐渐缩小的锥形段41,将插口管体200和承口管体100连接在一起时,承口段10插入插槽5中,此时承口段10受锥形段41的挤压以将第三密封圈7压紧。In this embodiment, the sealing structure includes a groove disposed on the first arc-shaped
在本实施例的一种具体方案中,第三密封圈7通过热压或胶黏的方式固定于第三卡位凸部14处,且第三密封凸出于承口段10的内侧表面。In a specific solution of this embodiment, the third sealing ring 7 is fixed at the
以上仅为本发明的优选实施例,并非因此限制本发明的专利范围,凡是在本发明的发明构思下,利用本发明说明书及附图内容所作的等效结构变换,或直接或间接运用在其他相关的技术领域均包括在本发明的专利保护范围内。The above are only preferred embodiments of the present invention, and are not intended to limit the scope of the present invention. Under the inventive concept of the present invention, the equivalent structure transformation made by the contents of the description and drawings of the present invention, or directly or indirectly applied to other All relevant technical fields are included within the scope of patent protection of the present invention.
Claims (10)
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