CN1940373B - Drainage manhole for connection of different types and different diameter round pipes - Google Patents
Drainage manhole for connection of different types and different diameter round pipes Download PDFInfo
- Publication number
- CN1940373B CN1940373B CN2006100062234A CN200610006223A CN1940373B CN 1940373 B CN1940373 B CN 1940373B CN 2006100062234 A CN2006100062234 A CN 2006100062234A CN 200610006223 A CN200610006223 A CN 200610006223A CN 1940373 B CN1940373 B CN 1940373B
- Authority
- CN
- China
- Prior art keywords
- socket
- casing
- pipe
- diameter
- drainage manhole
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Sewage (AREA)
- Branch Pipes, Bends, And The Like (AREA)
Abstract
Description
技术领域technical field
本发明涉及异种、异径圆管连接用排水人孔(manhole),尤其涉及即使连接在排水人孔上流侧的圆管与连接在下流侧的圆管的种类及/或口径不同的情况下,也不需要特殊的管接头,而通过由上述被连接的各种圆管内的最大的公称直径决定的一个排水人孔便可对应的异种、异径圆管连接用排水人孔。 The present invention relates to a drainage manhole for connecting round pipes of different types and different diameters, and particularly relates to the case where the types and/or calibers of the round pipes connected to the upstream side of the drainage manhole and the round pipes connected to the downstream side are different, There is no need for special pipe joints, and a drainage manhole determined by the maximum nominal diameter of the above-mentioned connected various round pipes can be used to connect different kinds of pipes with different diameters. the
背景技术Background technique
在对排水配管进行施工时,为了埋设的配管内的检查或使其他排水配管合流,而往往会在其路径的途中设置排水人孔。此时,多数被施工的排水人孔,为了将新配管与已设的配管等连接而被使用的情况较多,如果不掘起被埋设的配管来检查,则会有不能正确地把握被埋设的已设配管的口径、水平管或带肋管、波纹(corrugate)管等之类的配管的种类的情况。此外,即使相同种类的相同公称直径的配管,因配管制造商的制造基准的不同,实际的配管的口径因每个制造商而具有偏差。 When constructing drainage piping, drainage manholes are often provided in the middle of the route for inspection of the buried piping or for merging other drainage piping. At this time, most of the drainage manholes under construction are often used to connect new pipes to existing pipes, etc. If the buried pipes are not excavated for inspection, it may not be possible to accurately grasp the buried pipes. The diameter of the installed piping, the type of piping such as horizontal pipe, ribbed pipe, corrugated pipe, etc. In addition, even with pipes of the same type and the same nominal diameter, the actual diameter of the pipe varies among the manufacturers due to the difference in the manufacturing standards of the pipe manufacturers. the
因此,在实际的施工现场中,为了能够对应与任何种类或口径的配管的连接,需要预先准备多个在特开平9—100987号公报或特开2002—39486号公报中所述的适合与特殊配管的连接的排水人孔、或具有各种大小口径的承接口的排水人孔。 Therefore, in the actual construction site, in order to be able to correspond to the connection with pipes of any type or diameter, it is necessary to prepare in advance a plurality of suitable and special pipes described in JP-A-9-100987 or JP-A-2002-39486. Drainage manholes for connecting pipes, or drainage manholes with sockets of various sizes. the
此外,在与排水人孔的上流侧以及下流侧连接的配管的口径不同的情况下,例如首先选定具有适合口径最大配管的承接口的排水人孔,其他配管,需要在其中途安装实公昭63—42233号公报或实开平1—116294号公报中所述的那种入口和出口口径不同的异径配管连接接头,通过预先对适合排水人孔的承接口的口径进行调整,而连接配管。 In addition, when the diameters of the pipes connected to the upstream side and the downstream side of the drain manhole are different, for example, first select the drain manhole with a socket suitable for the pipe with the largest diameter, and other pipes need to be installed in the middle. 63-42233 Gazette or Unexamined Publication No. 1-116294, the different-diameter pipe connection joints with different inlet and outlet diameters are connected by adjusting the diameter of the socket suitable for the drainage manhole in advance. the
还有,在与排水人孔的上流侧以及下流侧连接的配管的种类不同的情况下,还在任一方的配管的中途安装实公平7-52464号公报中所述的异种配管连接接头,需要与另一个配管同种类的配管。尤其,在水平管或带肋管、波纹管等的情况下,即使通常配管的公称直径相同,实际的配管的内径或外径也不同,而连接这些异种配管的情况下,需要并用上述的异径配管连接接头以及异种配管连接接头,在将象带肋管那样没有被标准化的配管直接与排水人孔连接的情况下,必须使用特开平9-100987号公报以及特开2002-39486号公报中所述的特殊的排水人孔。还有,以下,此处称作“口径”的情况,是指包括内径以及外径的口的直径。以下相同。 In addition, when the types of pipes connected to the upstream side and the downstream side of the drainage manhole are different, it is necessary to install the dissimilar pipe connection joint described in JP 7-52464 in the middle of any one of the pipes. The other piping is the same type of piping. In particular, in the case of horizontal pipes, ribbed pipes, corrugated pipes, etc., even though the nominal diameters of the pipes are usually the same, the actual pipes have different inner diameters or outer diameters. In the case of directly connecting a non-standardized pipe such as a ribbed pipe to a drainage manhole, the pipe connection joint of a large diameter pipe and the connection joint of a heterogeneous pipe must be used in JP-A-9-100987 and JP-A-2002-39486. The special drainage manhole described. Hereinafter, the term "bore diameter" here refers to the diameter of the mouth including the inner diameter and the outer diameter. The following are the same. the
如上所述,在设置排水人孔时,前后的排水配管为异种、异径圆管的情况下,需要预先准备多个异种配管连接接头或异径配管连接接头之类的特殊的部件,此外为了将这些部件安装在圆管上并调整配管的种类或口径,需要花费时间。还有,存在连接带肋管那样的未被标准化的配管用的特殊的排水量价格高的问题。 As mentioned above, when installing the drainage manhole, when the front and rear drainage pipes are different types and different diameter round pipes, it is necessary to prepare special parts such as a plurality of different types of pipe connection joints or different diameter pipe connection joints in advance. It takes time to install these parts on the round pipe and to adjust the type and diameter of the pipe. In addition, there is a problem that the special displacement for connecting unstandardized pipes such as ribbed pipes is expensive. the
专利文献1:特开平9-100987号公报; Patent Document 1: JP-9-100987 Gazette;
专利文献2:特开2002-39486号公报; Patent Document 2: JP-A-2002-39486 Gazette;
专利文献3:实公昭63-42233号公报; Patent Document 3: Publication No. 63-42233;
专利文献4:实开平1-116294号公报; Patent Document 4: Shikaiping No. 1-116294 Bulletin;
专利文献5:实公平7-52464号公报。 Patent Document 5: Publication No. 7-52464 of Shihei. the
发明内容Contents of the invention
因此,本发明的目的在于,提供一种在设置排水人孔时即使前后的排水配管为异种、异径圆管,也能够不使用异种配管连接接头或异径配管连接接头,而以一个排水人孔连接异种、异径圆管的排水人孔。 Therefore, the object of the present invention is to provide a drain pipe that can be installed with a single drain pipe without using a different pipe connection joint or a different diameter pipe connection joint even if the front and rear drain pipes are different types and different diameter round pipes. The hole connects the drainage manhole of the circular pipe of different types and different diameters. the
为了达到上述目的,本发明之一所述的发明是一种异种、异径圆管连接用排水人孔,包括: In order to achieve the above object, one of the inventions described in the present invention is a drainage manhole for connection of heterogeneous and different-diameter circular pipes, comprising:
排水人孔主体,其设置了朝上的检查筒连接部、,和以及用于在上流侧以及下流侧连接套管的套管承接口; The main body of the drainage manhole, which is provided with an upward inspection cylinder connection part, and a casing socket for connecting the casing on the upstream side and the downstream side;
上流侧套管,其在一端具有用于与所述套管承接口嵌合、并与排水人孔主体连接的排水人孔主体插口,在另一端具有用于与圆管进行橡胶轮接合的圆管承接口; The casing on the upstream side has a drainage manhole body socket at one end for fitting with the casing socket and connecting with the drainage manhole body, and has a round hole at the other end for engaging with a round pipe with a rubber wheel. Pipe bearing interface;
还有下流侧套管,其在一端具有用于与所述套管承接口嵌合、并与排水人孔主体连接的排水人孔主体插口,在另一端具有用于与圆管进行橡胶轮接合的圆管插口,其特征在于, There is also a casing on the downstream side, which has a drainage manhole body socket at one end for fitting with the casing socket and connecting with the drainage manhole body, and has a rubber wheel engaging with the round pipe at the other end. The circular pipe socket is characterized in that,
所述排水人孔主体的上流侧套管承接口的内径以及下流侧套管承接口的形状内径,由所述被连接的各种圆管内的最大公称直径决定,且所述上流侧套管的主体插口的外径和圆管承接口的形状内径、以及下流侧套管的主体插口的外径和圆管插口的形状外径,由所述排水人孔主体与所述圆管的种类的组合以及所述排水人孔主体与所述圆管的公称直径的组合决定。 The inner diameter of the casing socket on the upstream side of the main body of the drainage manhole and the shape of the socket on the downstream side are determined by the maximum nominal diameter of the various connected round pipes, and the casing on the upstream side The outer diameter of the main body spigot and the shape inner diameter of the round pipe socket, and the outer diameter of the main body spigot of the downstream casing and the shape outer diameter of the round pipe spigot depend on the combination of the type of the drainage manhole body and the round pipe. And the combination of the nominal diameter of the main body of the drainage manhole and the circular pipe is determined. the
其结果,根据发明之一所述的发明,由于设置在排水人孔主体上的套管承接口被标准化为综合给定个数的具有一定形状的承接口,因此联结上述承接口与被连接的圆管的上流侧套管以及下流侧套管,仅通过根据圆管的种类以及口径进行选择便可以连接异种、异径圆管,使配管的施工变得非常容易。此外,在本发明中,由于为了排水人孔与圆管的连接而采用橡胶轮接合方式,因此即使因简单施工而使圆管连接角度产生一些偏离,也能容易地吸收该偏离角。 As a result, according to the invention described in one of the inventions, since the casing sockets provided on the main body of the drainage manhole are standardized to a given number of sockets with a certain shape, the above sockets are connected to the connected The pipes on the upstream side and the downstream side of the round pipe can be connected to round pipes of different types and different diameters only by selecting them according to the type and diameter of the round pipes, making the piping construction very easy. In addition, in the present invention, since the rubber wheel joint is used for the connection of the drainage manhole and the round pipe, even if there is some deviation in the connection angle of the round pipe due to simple construction, the deviation angle can be easily absorbed. the
还有,根据本发明,由于被施工的排水人孔的选定由被连接的各种圆管内最大的公称直径决定,因此即使在连接异种、异径圆管的情况下,也能以一个排水人孔应对,能够进行低成本的配管施工。 Also, according to the present invention, since the selection of the drainage manhole to be constructed is determined by the largest nominal diameter in the various round pipes to be connected, even in the case of connecting round pipes of different types and different diameters, it is possible to drain water with one Compatible with manholes, enabling low-cost piping construction. the
此外,根据本发明,由于排水人孔主体的基本的结构与一般的树脂制排水人孔的结构相同,因此可使用现有的射出成形机制作排水人孔,还有由于作为原则不需要新的金属模的制作等,因此能够以低成本制作本发明的排水人孔。 In addition, according to the present invention, since the basic structure of the main body of the drainage manhole is the same as that of a general resin drainage manhole, the existing injection molding machine can be used to manufacture the drainage manhole, and since there is no need for a new one in principle, Therefore, the drainage manhole of the present invention can be produced at low cost. the
此外,本发明之二所述的发明中,发明之一所述的发明的套管承接口的形状,以所述圆管为带肋管的情况下的公称直径为基准被组化,其中所述套管承接口的形状是指:排水人孔主体的流路径dfa、dfb、套管承接口的内径dsa、dsb、套管承接口内部的阶梯差高度hsa、hsb。 In addition, in the invention described in
其结果,根据发明之二所述的发明,由于设置在排水人孔主体上的套管承接口的形状,以带肋管的公称直径为基准被组化整合,因此能够大幅地削减排水人孔的制造成本,此外不论圆管的种类或公称直径的数目,在施工时可大幅减少应准备的排水人孔主体的数目。 As a result, according to the invention described in
本发明之三所述的发明中,发明之二所述的发明的套管承接口的流路径被决定为与所述组内带肋管的内径相等。 In the invention according to the third aspect of the present invention, the flow path of the sleeve socket in the invention according to the second aspect is determined to be equal to the inner diameter of the inner ribbed tube in the group. the
其结果,根据发明之三中所述的发明,即使在根据被连接的各种圆管内的最大的公称直径来选定排水人孔主体的情况下,也可形成平滑的形状,以不妨碍由圆管、套管以及排水人孔主体形成的流路内的水流。 As a result, according to the invention described in the third invention, even when the main body of the drainage manhole is selected based on the largest nominal diameter in the various round pipes to be connected, it can be formed into a smooth shape so as not to hinder the The water flow in the flow path formed by the round pipe, casing and the main body of the drainage manhole. the
本发明之四所述的发明中,发明之二所述的发明的套管承接口的内径,被决定为在所述组内与将所述套管的厚度2倍后再加上带肋管的外径之后的值相等。 In the invention described in the fourth aspect of the present invention, the inner diameter of the bushing socket of the invention described in the second invention is determined by adding a ribbed tube to the group and doubling the thickness of the bushing. The value after the outer diameter of is equal. the
其结果,根据发明之四所述的发明,设置在排水人孔主体上的套管承接口的形状,无论所连接的圆管的种类以及口径如何都被标准化为给定个数的一定的形状。此外,在套管承接口上,由于确保了能够安装具有足够的厚度的套管的内径,因此能够可靠地进行与各个圆管的连接,还有,保护连接在套管上的圆管免受由外部应力等引起的破坏。 As a result, according to the invention described in claim 4, the shape of the casing socket provided on the drainage manhole body is standardized to a given number of fixed shapes regardless of the type and diameter of the circular pipes to be connected. . In addition, since the inner diameter of a sleeve having a sufficient thickness can be installed at the sleeve socket, the connection with each round tube can be reliably performed, and the round tube connected to the sleeve is protected from being damaged by Damage caused by external stress, etc. the
本发明之五所述的发明,发明之二所述的发明的套管承接口,在其内部沿周方向设置阶梯差,该阶梯差被决定为,在所述组内与将带肋管的内外径差除以2后的值再加上所述套管的厚度之后值相等。 In the invention described in the fifth aspect of the present invention, in the bushing socket of the invention described in the second invention, a step difference is provided in the circumferential direction inside it, and the step difference is determined so that the ribbed pipe in the group and the The value obtained by dividing the difference between the inner and outer diameters by 2 plus the thickness of the sleeve is equal. the
其结果,根据发明五所述的发明,设置在套管承接口内部的阶梯差作为套管安装时的限制器发挥功能,同时在套管承接口的流路径与介由套管连接的圆管的内径大致相同的情况下,因上述阶梯差的存在,使在两者之间实质在内周面上不产生阶梯差,且可将套管的形状简化为与简单的短管相近的形状。 As a result, according to the invention described in
本发明之六所述的发明中,以颜色区分发明之一所述的发明的套管的每个形状。 In the invention described in
其结果,根据发明之六所述的发明,套管的种类,由被连接的各种圆管内的最大的公称直径决定的排水人孔主体、和圆管的种类以及口径的组合决定,而且被整合为将排水人孔主体上的与套管承接口嵌合的套管的排水人孔主体插口标准化后的形状,因此在施工时,能够减少实际应准备的套管的种类。从而,如果将限于某种程度种类的套管以颜色区分为不同的种类,则即使在施工后,通过从排水人孔的内部确认该套管的颜色,能够容易地把握与其连接的圆管的种类和口径。 As a result, according to the invention described in the sixth aspect, the type of casing is determined by the combination of the main body of the drainage manhole determined by the largest nominal diameter in the various round pipes to be connected, and the type and diameter of the round pipes, and is determined by Since the outlet of the drain manhole main body of the sleeve fitted with the sleeve socket on the drain manhole main body is standardized, the number of sleeves to be actually prepared can be reduced during construction. Therefore, if the sleeve pipes that are limited to a certain type are classified into different types by color, even after construction, by confirming the color of the sleeve pipe from the inside of the drainage manhole, the color of the round pipe connected to it can be easily grasped. Type and caliber. the
本发明之七中所述的发明,本发明之一所述的发明的套管包括:该套管的圆管承接口或者圆管插口比该套管的排水人孔主体插口缩径的套管。 The invention described in the seventh of the present invention, the sleeve of the invention according to one of the present inventions includes: the sleeve whose circular pipe socket or circular pipe socket is smaller in diameter than the drain manhole main body socket of the sleeve . the
其结果,根据本发明之七所述的发明,通过使用套管的主体插口被扩径并且圆管承接口被缩径的短管而构成的上流侧套管、和主体插口被扩径并且圆管插口被缩径的短管而构成的下流侧套管,即使在排水人孔前后连接的圆管为具有不同的口径的圆管,也可用与上述各种圆管内的最大的公称直径一致而选择的一个排水人孔来连接异径、异种圆管。 As a result, according to the invention described in the seventh aspect of the present invention, the upstream side bushing constituted by using a short pipe in which the diameter of the main body socket of the bushing is enlarged and the diameter of the circular pipe socket is reduced, and the diameter of the main body socket is enlarged and rounded. Even if the round pipes connected before and after the drainage manhole are round pipes with different calibers, the downstream side casing composed of a short pipe with a reduced diameter at the pipe socket can be used to match the maximum nominal diameter of the above-mentioned various round pipes. Select a drainage manhole to connect different diameters and dissimilar round pipes. the
根据本发明之八所述的发明,本发明之七所述的发明的上流侧套管的 排水人孔主体插口的中心轴相对于该上流侧套管的圆管承接口的中心轴偏芯,使在该上流侧套管的管底处所述排水人孔主体插口的内周面的高度和所述圆管承接口的内周面的高度实质一致,或者所述下流侧套管的排水人孔主体插口的中心轴相对于该下流侧套管的圆管插口的中心轴偏芯,使在该下流侧套管的管底处所述排水人孔主体插口的内周面的高度和所述圆管插口的内周面的高度实质一致。 According to the invention described in the eighth aspect of the present invention, the central axis of the drain manhole main body socket of the upstream side casing of the invention described in the seventh aspect of the present invention is eccentric with respect to the central axis of the round pipe socket of the upstream side casing, Make the height of the inner peripheral surface of the drain manhole body socket at the pipe bottom of the upstream side casing substantially the same as the height of the inner peripheral surface of the circular pipe socket, or the drainage of the downstream side casing The central axis of the hole main body socket is eccentric relative to the central axis of the circular pipe socket of the downstream side casing, so that the height of the inner peripheral surface of the drainage manhole main body socket at the bottom of the downstream side casing and the height of the The heights of the inner peripheral surfaces of the circular pipe sockets are substantially the same. the
其结果,根据本发明之八所述的发明,即使是使用套管的圆管承接口或者圆管插口比该套管的排水人孔主体插口缩径的套管来连接异径圆管与排水人孔情况,由于使套管的圆管承接口或者圆管插口的中心轴、和该套管的排水人孔主体插口的中心轴互相偏芯,因此内周面在套管的管底实质一致,在套管内部不产生污水积存。 As a result, according to the invention described in the eighth aspect of the present invention, even if the circular pipe socket or the circular pipe socket of the casing pipe is reduced in diameter from the socket of the drainage manhole main body of the casing pipe to connect the circular pipe with a different diameter and the drain In the case of manholes, since the central axis of the circular pipe socket of the casing or the socket of the circular pipe and the central axis of the main socket of the drainage manhole of the casing are offset from each other, the inner peripheral surface is substantially consistent at the bottom of the casing , There is no accumulation of sewage inside the casing. the
此外,根据本发明之九所述的发明,在与本发明之一所述的发明的排水人孔连接的圆管尤其是水平管或者带肋管、波纹管或者它们的组合的情况下,能够最大限地享有上述的利益。 In addition, according to the invention described in the ninth aspect of the present invention, in the case of a circular pipe, especially a horizontal pipe, a ribbed pipe, a corrugated pipe, or a combination thereof, which is connected to the drainage manhole of the invention described in one of the present inventions, it can Maximize the enjoyment of the above benefits. the
(发明效果) (Invention effect)
根据本发明,即使与排水人孔连接的圆管为不同种类以及/或者具有不同口径的圆管,通过选定与其中的最大公称直径一致的一个排水人孔,能够连接异种、异径圆管。此外,根据本发明,由于为了排水人孔与圆管的连接而采用橡胶轮接合方式,因此即使因简单施工使圆管连接角度产生一些偏离,也能容易地吸收该偏离角。 According to the present invention, even if the round pipes connected to the drainage manhole are different types and/or round pipes with different calibers, by selecting a drainage manhole consistent with the largest nominal diameter among them, it is possible to connect round pipes of different types and different diameters. . Furthermore, according to the present invention, since the rubber wheel joint is used for connecting the drainage manhole and the round pipe, even if the round pipe connection angle deviates slightly due to simple construction, the deviation angle can be easily absorbed. the
其结果,即使设置排水人孔的位置的已设配管的种类或口径不明确,或实际的配管的口径因每个制造商而有偏差,也可大幅削减应预先准备的排水人孔的个数,其结果,能够大幅降低排水人孔设置施工的施工费用。 As a result, the number of drain manholes that should be prepared in advance can be significantly reduced even if the type or diameter of the installed piping at the position where the drain manhole is installed is unclear, or the actual diameter of the pipe varies from manufacturer to manufacturer. , As a result, the construction cost of drainage manhole installation construction can be significantly reduced. the
根据本发明,由于排水人孔主体的基本的结构与一般的树脂制排水人孔的结构大致相同,因此可使用以往的射出成形机制作排水人孔,而且,由于原则上不需要新的金属模的制作等,因此能够以低成本制作本发明的排水人孔。 According to the present invention, since the basic structure of the main body of the drainage manhole is substantially the same as that of a general resin drainage manhole, the drainage manhole can be manufactured using a conventional injection molding machine, and a new metal mold is not required in principle. Therefore, the drainage manhole of the present invention can be produced at low cost. the
此外,根据本发明,可将安装在排水人孔上的套管按照其种类进行颜色区分,其结果,即使在施工后,通过从排水人孔的内部确认该套管的颜色,能够容易地把握与其连接的圆管的种类和口径。 In addition, according to the present invention, the color of the sleeve installed on the drainage manhole can be differentiated according to the type. The type and diameter of the round pipe connected to it. the
此外,根据本发明,即使是在使用套管的圆管承接口或者圆管插口比该套管的主体插口缩径的套管来连接异径圆管与排水人孔的情况,由于使套管的圆管承接口或者圆管插口的中心轴、和该套管的排水人孔主体插口的中心轴互相偏芯,以使内周面在套管的管底实质一致,因此在套管内部不产生污水积存。 In addition, according to the present invention, even in the case of connecting a round pipe with a different diameter and a drainage manhole using a sleeve whose round pipe socket or round pipe socket is smaller in diameter than the main body socket of the bushing, since the sleeve The central axis of the circular pipe socket or the central axis of the circular pipe socket and the central axis of the main body socket of the drainage manhole of the casing are offset from each other, so that the inner peripheral surface is substantially consistent at the bottom of the casing, so there is no gap inside the casing. Generate sewage accumulation. the
附图说明Description of drawings
图1是表示本发明的异种、异径圆管连接用排水人孔的主体的侧面图。 Fig. 1 is a side view showing the main body of the drainage manhole for connecting round pipes of different types and different diameters according to the present invention. the
图2表示本发明的连接在排水人孔的上流侧的圆管、与根据排水人孔主体以及圆管的种类以及/或者口径而选择的套管的组合例。 Fig. 2 shows a combination example of a round pipe connected to the upstream side of the drainage manhole and a sleeve selected according to the type and/or diameter of the drainage manhole body and the round pipe according to the present invention. the
图3表示本发明的连接在排水人孔的下流侧的圆管、与根据排水人孔主体以及圆管的种类以及/或者口径而选择的套管的组合例。 Fig. 3 shows a combination example of a round pipe connected to the downstream side of the drainage manhole and a sleeve selected according to the type and/or diameter of the drainage manhole body and the round pipe according to the present invention. the
图4是表示在本发明的排水人孔的上流侧以及下流侧,连接具有比排水人孔的套管承接口的流路径小的内径的波纹管以及水平管时的侧面图。 4 is a side view showing a case where a corrugated pipe and a horizontal pipe having an inner diameter smaller than the flow path of the sleeve socket of the drain manhole are connected to the upstream side and the downstream side of the drain manhole according to the present invention. the
图5是表示以包括图4中本发明的排水人孔以及被连接的圆管的中心轴的平面切取该排水人孔以及被连接的圆管的状态的剖面图。 5 is a sectional view showing a state in which the drainage manhole and the connected circular pipe of the present invention are cut on a plane including the central axis of the drainage manhole and the connected circular pipe in FIG. 4 . the
图6是表示,在本发明的排水人孔的上流侧连接具有比排水人孔的套管承接口的流路径小的内径的波纹管,在下流侧连接具有与套管承接口的流路径大致相同大小的内径的带肋管的情况的侧面图。 Fig. 6 shows that a corrugated pipe with an inner diameter smaller than the flow path of the casing socket of the drainage manhole is connected to the upstream side of the drainage manhole of the present invention, and a bellows with a flow path approximately equal to the casing socket is connected to the downstream side. Side view of the case of ribbed tubes of the same size inside diameter. the
图7是表示以包括图6中本发明的排水人孔以及被连接的圆管的中心轴的平面切取该排水人孔以及被连接的圆管的状态的剖面图。 7 is a cross-sectional view showing a state in which the drainage manhole and the connected circular pipes of the present invention are cut on a plane including the central axes of the drainage manhole and the connected circular pipes in FIG. 6 . the
图8是表示本发明的4根合流类型的异种、异径圆管连接用排水人孔的主体的侧面图。 Fig. 8 is a side view showing the main body of the drainage manhole for connecting four confluent type circular pipes of different types and different diameters according to the present invention. the
图9是表示以A—A剖面切取图8所示的本发明的排水人孔的状态的端面图。 Fig. 9 is an end view showing a state in which the drainage manhole of the present invention shown in Fig. 8 is cut along the AA section. the
图中:1、1’—异种、异径圆管连接用排水人孔;2、200—排水人孔主体;3、3’—波纹管;4、4’—带肋管;5、5’—水平管;6、6’—缩径型的上流侧套管(波纹管连接用);7、7’—短管型的上流侧套管(带肋管连接用);8、8’—缩径型的上流侧套管(水平管连接用);9、9’—缩径型的下流侧套管(波纹管连接用);10、10’—短管型的下流侧套管(带 肋管连接用);11、11’—缩径型的下流侧套管(水平管连接用)。 In the figure: 1, 1'—drainage manhole for connection of heterogeneous and different diameter circular pipes; 2,200—drainage manhole main body; 3,3'—corrugated pipe; 4,4'—ribbed pipe; 5,5' —horizontal pipe; 6, 6'—reduced-diameter upstream side casing (for bellows connection); 7,7'—short tube type upstream side casing (for ribbed pipe connection); 8,8'— Reduced diameter upstream side casing (for horizontal pipe connection); 9, 9' - reduced diameter downstream side casing (for bellows connection); 10, 10' - short tube type downstream side casing (with rib pipe connection); 11, 11'—downstream casing of reduced diameter type (for horizontal pipe connection). the
具体实施方式Detailed ways
以下,参照附图,对有关本发明的一实施方式的异种、异径圆管连接用排水人孔详细地进行说明。还有,本发明并不限于以下所示的实施例,在不超出本发明的技术的思想的范围内可有各种变更。 Hereinafter, a drainage manhole for connecting circular pipes of different types and different diameters according to an embodiment of the present invention will be described in detail with reference to the drawings. In addition, this invention is not limited to the Example shown below, Various changes are possible in the range which does not deviate from the technical idea of this invention. the
图1是表示本发明的异种、异径圆管连接用排水人孔的主体2的侧面图。本发明的排水人孔,一般由氯乙烯、聚丙烯以及聚乙烯等的树脂制成,由主体以及套管(socket)构成。还有,在主体2中,包含朝上设置的检查筒连接部20、设置在上流侧的套管承接口21a以及设置在下流侧的套管承接口21b。 Fig. 1 is a side view showing the
还有,在图1所示的检查筒连接部20上,设置了用于橡胶轮接合的槽部24以及沙纹(ripple)25,但是检查筒连接部的连接方式并不限于这种方式,从而检查筒连接部20的形状,虽然图中未示出,但也可以不设置槽部以及沙纹,而是与通过粘接剂或焊接进行的一般的连接方式对应的形状。 Also, on the inspection
如图1所示,主体2的结构,除了套管承接口21a、21b的轴方向的长度比通常的圆管承接口以及插口短且具有规定的形状以外,具有与通常的排水人孔所具有的基本的结构大致相同的结构。因此,本发明的排水人孔主体2,可使用以往的射出成形机进行制作,还有由于原则上不需要新的金属模的制作等,因此能够以低成本制作本发明的排水人孔。 As shown in Fig. 1, the structure of the
在排水人孔主体的上流侧以及下流侧,设置套管承接口21a、21b。该套管承接口21a、21b的形状,以带肋管的公称直径为基准被组化。
表1中所示的内容表示中国上海市的排水配管的情况,对波纹管、带肋管、水平管的每一种表示关于各个公称直径(DN)的各个圆管不同的内径以及外径。由表1可知,例如、公称直径:DN400的情况下,即使其公称直径相同,也存在波纹管、带肋管、水平管各自的内径及外径不同的圆管。 The contents shown in Table 1 represent the situation of drainage pipes in Shanghai, China, and each of the corrugated pipes, ribbed pipes, and horizontal pipes shows the different inner diameters and outer diameters for each round pipe of each nominal diameter (DN). As can be seen from Table 1, for example, in the case of nominal diameter: DN400, even if the nominal diameter is the same, there are round pipes with different inner diameters and outer diameters for bellows pipes, ribbed pipes, and horizontal pipes. the
表1:关于各个公称直径的各个圆管的内径及外径Table 1: Inner diameter and outer diameter of each round tube for each nominal diameter
在准备具有与表1中所示的关于各个公称直径的各个圆管的内径及外径的每一种对应的套管承接口的排水人孔的情况下,必须制作并准备多个不同的排水人孔,是不经济的。在此,在本发明中,按照成为具有在公称直径中最大的内径:di以及外径:do的带肋管的方式,换句话说,以带肋管的公称直径为基准,将表1中所示的关于各个公称直径的各个圆管的内径及外径组化。其结果在表2中表示。 In the case of preparing a drainage manhole having a casing socket corresponding to each of the inner diameter and outer diameter of each round pipe of each nominal diameter shown in Table 1, it is necessary to make and prepare a plurality of different drainage manholes. Manholes are not economical. Here, in the present invention, in order to become a ribbed pipe having the largest inner diameter: di and outer diameter: do among the nominal diameters, in other words, based on the nominal diameter of the ribbed pipe, the The inner and outer diameters of the individual round tubes shown are grouped with respect to the individual nominal diameters. The results are shown in Table 2. the
表2:以带肋管的公称直径为基准的各个圆管的最大内径以及最大外径 Table 2: The maximum inner diameter and maximum outer diameter of each round pipe based on the nominal diameter of the ribbed pipe
接下来,对在决定设置在排水人孔2上的套管承接口21a、21b的形状尺寸时带来影响的、后文所述的套管的厚度:t的决定方法进行说明。 Next, a method of determining the thickness of the sleeve: t described later, which affects the determination of the shape and dimensions of the
表3中表示,用2除由表2求出的各个圆管的内外径差(do—di)后的值、即以带肋管的公称直径为基准被组化的各个圆管的外表厚度与在本发明中使用的套管的厚度:t。由于套管为基本上由与圆筒相同的结构构成的圆筒形状,因此套管的厚度:t参考关于各个公称直径的圆管的外表厚 度后来决定。但是,由于波纹管以及带肋管的情况下,为设置了肋条(rib)等的加强材料后的外表厚度,因此不具有这种加强材料的套管的厚度:t,同样以不具有加强材料的水平管的外表厚度为基准来决定。 Table 3 shows the value obtained by dividing the difference between the inner and outer diameters (do-di) of each round pipe obtained in Table 2 by 2, that is, the outer thickness of each round pipe grouped on the basis of the nominal diameter of the ribbed pipe. With the thickness of the casing used in the present invention: t. Since the sleeve has a cylindrical shape basically composed of the same structure as the cylinder, the thickness of the sleeve: t is determined later with reference to the outer thickness of the circular tube with respect to each nominal diameter. However, in the case of corrugated tubes and ribbed tubes, the thickness of the outer surface after providing reinforcing materials such as ribs (ribs), so the thickness of a sleeve without such reinforcing materials: t, is also the same as without reinforcing materials The outer thickness of the horizontal pipe is determined as a benchmark. the
表3:以带肋管的公称直径为基准的各个圆管的外表厚度以及套管的厚度 Table 3: The outer thickness of each round tube and the thickness of the casing based on the nominal diameter of the ribbed tube
接下来,对设置在本发明的排水人孔主体2上的套管承接口21a、21b的主要形状尺寸的决定方法进行说明。 Next, the determination method of the main shape dimension of the
在表4中,表示了根据以在表2中所示的带肋管的公称直径为基准而被组化的各个圆管的内径:di以及外径:do中,求得最大的内径:d1以及外径:d2的值的内容。由于从表1向表2的组化,被总结为关于各个公称直径的最大内径以及外径为带肋管的值,因此在各个公称直径中最大的内径:d1以及外径:d2的值都为带肋管的值。 In Table 4, the inner diameter: di and the outer diameter: do of each round pipe grouped based on the nominal diameter of the ribbed pipe shown in Table 2 are shown, and the maximum inner diameter: d is obtained. 1 and outer diameter: content of the value of d 2 . Due to the grouping from Table 1 to Table 2, the maximum inner diameter and outer diameter for each nominal diameter are summarized as the value of the ribbed pipe, so the largest inner diameter: d 1 and outer diameter: d 2 for each nominal diameter The values are for ribbed tubes.
表4:以带肋管的公称直径为基准的各个圆管的最大内径:d1以及最大外径:d2 Table 4: Maximum inner diameter of each round tube based on the nominal diameter of the ribbed tube: d 1 and maximum outer diameter: d 2
位于上流侧以及下流侧的套管承接口21a、21b内部位置的流路径:dfa、dfb(参照图1),必须被连接成在与以带肋管的公称直径为基准被组化的组内的所有的圆管之间达成顺畅的水流,因此,流路径:dfa、dfb被 决定为与该组内的圆管中具有最大值的内径d1相等。因此,在本发明的情况下,由于组化被总结为关于各个公称直径的最大内径为带肋管的值,因此套管承接口21a、21b的流路径:dfa、dfb(参照图1),与关于其公称直径的带肋管的内径相等。 The flow paths at the inner positions of the
另外,由于必须在以带肋管的公称直径为基准被组化的组内的所有的圆管之间介由套管连接,因此,设置在排水人孔主体2上的上流侧以及下流侧的套管承接口21a、21b的内径:dsa、dsb(参照图1),被决定为和将表3中所示的套管的厚度:t进行2倍后与该组内的圆管中具有最大值的外径:d2相加而得到的值相等。从而,在本发明的情况下,由于组化被总结为关于各个公称直径的最大外径为带肋管的值,因此套管承接口21a、21b的内径:dsa、dsb,与将套管的厚度2倍后再加上关于其公称直径的带肋管的外径而得到的值相等。 In addition, since all the circular pipes in the group organized based on the nominal diameter of the ribbed pipes must be connected via bushings, The inner diameters of the
此外,在上流侧以及下流侧的套管承接口21a、21b的内部设置阶梯差23a、23b,其用于实质地解除在排水人孔主体2的流路22和介由套管的排水人孔主体插口或者套管而连接的圆筒之间、在内周面上产生的阶梯差。 In addition, steps 23a, 23b are provided inside the
由于必须考虑以带肋管的公称直径为基准被组化的套管的厚度与介由套管而连接的组内的圆管的内外径差(do—di)除以2的值、即外表厚度(均参照表3),并吸收阶梯差,因此该阶梯差23a、23b的高度:hsa、hsb,被决定为与在该组内圆管的外表厚度与套管的厚度:t之和为最大时的值相等。从而,在本发明的情况下,被组化的关于各个公称直径的最大内外径差为带肋管的值,因此阶梯差23a、23b的高度:hsa、hsb,与将套管的厚度:t和带肋管的内外径差除以2后的值相加而得到的值、或者从根据该结果而决定的套管承接口21a、21b的内径减去流路径后而得到的值(dsa—dfa)、(dsb—dfb)除以2后的值相等。 Since it is necessary to consider the value of the thickness of the casing grouped on the basis of the nominal diameter of the ribbed pipe and the difference between the inner and outer diameters (do-di) of the round pipes in the group connected through the casing divided by 2, that is, the appearance Thickness (refer to Table 3), and absorb the step difference, so the height of the
如上所述,如果对以带肋管的公称直径为基准而决定的、设在本发明的排水人孔主体2上的套管承接口21a、21b的主要形状尺寸(排水人孔主体的流路径:dfa、dfb,套管承接口的内径:dsa、dsb,套管承接口内部的阶梯差高度:hsa、hsb)进行总结,则如以下所示的表5那样。As mentioned above, if the main shape and dimension of the
表5:以带肋管的公称直径为基准的套管承接口的主要形状尺寸 Table 5: The main shape and dimensions of the casing socket based on the nominal diameter of the ribbed pipe
上流侧以及下流侧套管承接口21a、21b,可以是具有均为相同大小的流路径:dfa、dfb的形状,或者也可以是具有互相不同的流路径的形状。在后者的情况下,一般使用下流侧套管承接口21b的流路径:dfb相对上流侧套管承接口21a的流路径:dfa被扩径的装置。此外,在套管承接口21a、21b的内部,遍及全周设置阶梯差23a、23b以使流路22从外部向内部垂直地变窄,阶梯差23a、23b的高度:hsa、hsb,如上所述,设定为将套管的厚度:t与带肋管的内径差除以2后的值相加而得到的值。 The upstream side and downstream
因此,阶梯差23a、23b,作为套管安装时的限位器(stopper)发挥功能,同时介由上流侧的套管承接口21a、21b的流路径:dfa、dfb与介由该套管而连接的圆筒的内径大致相同的情况下,因上述阶梯差23a、23b的存在,实质上在两者之间,在内周面不产生阶梯差,其结果,可将套管的形状简化为与在图2b、图3b中所示的简单的短管相近的形状。 Therefore, the
图2表示本发明的连接在排水人孔的上流侧的圆管,和由排水人孔主体与圆管的种类以及公称直径的组合决定的、且安装在排水人孔主体2上的套管的组合例。 Fig. 2 shows the round pipe connected to the upstream side of the drainage manhole of the present invention, and the sleeve pipe installed on the drainage manhole
图2a表示波纹管3和与其对应的上流侧套管6的组合,图2b表示带肋管4和与其对应的上流侧套管7的组合,图2c表示水平管5和与其对应的上流侧套管8的组合。此外,图2a、2c中表示圆管的内径比排水人孔主体2的套管承接口21a的流路径:dfa小时的组合,图2b中表示圆管的内径与排水人孔主体2的套管承接口21a的流路径:dfa大致相同时的组合。还有,图2a~2c中所示的各个圆管,具有与后述的图3a~3c中所示的连接在下流侧的各个圆管相同的结构。 Figure 2a shows the combination of the
圆管3、4、5由具有大致一样口径的直管部30、40、50构成,直管 部中,包括:与橡胶轮接合方式对应的比直管部30、40、50的直径大的承接口31、41、51;和与同样对应橡胶轮接合方式的具有与直管部30、40、50大致相同口径的插口32、42、52。此外,波纹管3以及带肋管4的情况下,为了提高圆管的抗破坏强度,形成为环状的山部33、43遍及外周面全部并以一定的间距配置在长度方向上。 The
在圆管3、4、5的承接口31、41、51内部,遍及全周设置与圆管的表面厚度对应的阶梯差34、44、54,该阶梯差34、44、54,作为与后述的下流侧套管以及其他圆管连接时的限位器而发挥功能且使连接作业变得容易,同时发挥能够实质解除在与圆管连接的套管以及其他圆管之间的内周面上产生的阶梯差的功能。此外,水平管5的情况下,在承接口51内部遍及全周设置槽部56,在其中固定用于密封接合部的橡胶轮55(参照图2c)。 Inside the sockets 31, 41, 51 of the
在波纹管3以及带肋管4的插口32、42外周部,利用山部33、43的间隙而固定用于密封接合部的橡胶轮35、45(参照图2a、2b)。还有,橡胶轮35、45,也可与图2c所示的水平管5的承接口51同样,将槽部等设置在波纹管3以及带肋管4的承接口31、41内部而进行固定,但是按照图示的固定方法,通过有效活用山部33、43可以不采用特别的固定机构,而将橡胶轮35、45嵌在其上面。
此外,在水平管5的情况下,在插口52的外周部外嵌一对套环(collar)(图中未示出),也可在其间固定用于密封接合部的橡胶轮,但是在这种情况下,不需要在水平管5的承接口51内部设置用于固定橡胶轮的槽部56,能够采用与图2a以及图2b中所示的波纹管3、带肋管4的承接口31、41相同的结构。 In addition, in the case of the
接下来,对为了将圆管3、4、5与本发明的排水人孔连接而使用的上流侧套管6、7、8进行说明。 Next, the
图2a以及图2c中所示的上流侧套管6、8,是为了将具有比排水人孔主体2的套管承接口21a的流路径:dfa小的内径的圆管3、5与排水人孔连接而使用的缩径型的上流侧套管6、8,主要由缩径部61、81与直管部62、82构成。 The
缩径部61、81,由内嵌在排水人孔主体2的套管承接口21a的内周面 的环部66、86,与套管承接口21a内部的阶梯差23a相对而接连的具有大致相同高度的壁部67、87,以及使套管内周面在一部分连续地变形并形成圈状的偏芯环部68、88构成,包括与排水人孔主体2的套管承接口21a内接接合的主体插口63、83。 The reduced-diameter parts 61, 81 are formed by the ring parts 66, 86 embedded in the inner peripheral surface of the
此外,因为主体插口63、83的中心轴,相对后述的直管部62、82的圆管承接口64、84的中心轴向上方偏芯,以使在套管的管底与内周面实质一致,因此在套管内部不产生污水积存。 In addition, because the central axis of the main body socket 63, 83 is eccentric to the central axis of the circular pipe socket 64, 84 of the straight pipe part 62, 82 described later, so that the bottom and inner peripheral surface of the casing The substance is consistent, so no sewage accumulation is generated inside the casing. the
直管部62、82,由包括与圆管3、5的插口32、52外接而被橡胶轮接合的圆管承接口64、84的具有大致相同的口径的短管构成,在位于与上述的缩径部61、81之间的边界部的内周面上,被构成为遍及全周形成具有与圆管3、5的外周厚度大致相等的高度的阶梯差69、89,并与缩径部61、81一体地形成。 Straight pipe portions 62, 82 are composed of short pipes with substantially the same diameter including round pipe sockets 64, 84 that are circumscribed with sockets 32, 52 of
阶梯差69、89,作为将圆管3、5的插口32、52插入排水人孔的圆管承接口64、84并进行橡胶轮接合时的限位器而发挥功能,并使连接作业变得容易,同时具有实质解除在连接后的圆管3、5与套管6、8之间的内周面上产生的阶梯差的作用(参照图5)。 The steps 69, 89 function as stoppers when the sockets 32, 52 of the
还有,与水平管5对应的套管的情况下,在承接口84内部遍及全周设置槽部56’,在其中固定用于密封接合部的橡胶轮55’(参照图2c)。但是,如上所述,在采用将橡胶轮固定在水平管5的插口52的外周部上的连接方式的情况下,不需要在套管承接口84内部设置这种槽部56’以及橡胶轮55’,可是与其他套管承接口相同的结构。 In addition, in the case of a bushing corresponding to the
此外,在本发明中,直管部62、82,在用于缩径的套管6、8中并非为必要的部位,如果使圆管承接口64、84的中心轴与主体插口63、83的中心轴互相偏芯,以使在套管的管底内周面实质一致,则也可以是套管整体从主体插口63、83向圆管承接口64、84连续地缩径的形状(图中未示出)。 In addition, in the present invention, the straight pipe portions 62, 82 are not necessary parts in the diameter-reducing
作为以上的结果,本发明的排水人孔,也能够对应内径相对排水人孔的承接口21a的流路径:dfa小的波纹管3或水平管5等的各种圆管,此外,即使这种内径变化也不产生污水积存并保证顺畅的水流。还有,在本实施例中,虽然省略了对与带肋管7对应的缩径型的上流侧套管的说明, 但其基本的思路与对应于波纹管3的缩径型的上流套管6大致相同(参照图2a)。 As a result of the above, the drainage manhole of the present invention can also correspond to various round pipes such as the
图2b中所示的上流侧套管7,是为了将具有与排水人孔主体2的套管承接口21a的流路径:dfa大致相同的内径的圆管4与排水人孔连接而使用的短管型套管。在本实施例中,由于以带肋管4的公称直径为基准,因此为了带肋管4的连接而采用短管型套管,但在以波纹管3或水平管5的公称直径为基准的情况下,为了波纹管3或水平管5的连接而使用短管型套管。 The upstream sleeve 7 shown in FIG. 2b is used to connect a circular pipe 4 having an inner diameter approximately the same as the flow path d f a of the
上流侧套管7,由与排水人孔主体2的套管承接口21a内接而被接合的主体插口73、和包括与带肋管4的插口42外接而被橡胶接合的圆管承接口74的具有大致相同的口径的短管72构成,但是例如在以水平管5的公称直径为基准,与上流侧套管7连接的圆管变为图2c所示的那样的水平管5的情况下,在圆管承接口74内部遍及全周设置槽部,其中固定用于密封接合部的橡胶轮(参照图2c)。 The upstream casing 7 includes a main body socket 73 that is internally connected to the
在排水人孔主体2的套管承接口21a内部遍及全周设置阶梯差23a,阶梯差23a的高度:hsa,被设定为与将套管7的厚度和与其连接的圆管的外表厚度:h(参照图2b)相加后的值大致相同的高度。 Steps 23a are provided throughout the entire circumference of the
因此,阶梯差23a,作为安装套管7以及带肋管4时的限位器发挥功能,同时因上述阶梯差23a的存在,发挥实质解除在套管承接口21a与带肋管4之间的内周面上产生的阶梯差的功能。 Therefore, the step 23a functions as a stopper when the sleeve 7 and the ribbed pipe 4 are installed, and at the same time, due to the existence of the above-mentioned step 23a, it can substantially release the tension between the
换句话说,通过与设置在排水人孔主体2的套管承接口21a内部的阶梯差23a抵接,对套管7的主体插口72的前端部与带肋管4的插口42的前端部进行定位,以使各自的前端部一致且能实质解除套管承接口21a与带肋管4之间产生的阶梯差。因此,在直管型的套管7的情况下,不需要分别设置阶梯差69、89,从而能够简化为与图2b所示的简单的短管相近的形状,所述阶梯差69、89用于解除在按照缩径型的套管6、7那样被连接的圆管3、4、5之间的内周面上产生的阶梯差。 In other words, the front end of the main body socket 72 of the sleeve 7 and the front end of the socket 42 of the ribbed pipe 4 are connected by abutting against the step 23a provided inside the
此外,在直管型的套管7的情况下,也可设置用于解除在按照缩径型的套管6、8那样被连接的圆筒4之间的内周面上产生的阶梯差的阶梯差,但在这种情况下,由于圆管的插口的前端部与在排水人孔主体2的套管承 接口21a内部设置的阶梯差23a不抵接,因此阶梯差23a的高度:hsa在被安装的套管的厚度以上就足够了。 In addition, in the case of the straight-pipe type sleeve 7, it is also possible to provide a means for canceling the step difference generated on the inner peripheral surface between the cylinders 4 connected like the reduced-
图3表示本发明的与排水人孔的下流侧连接的圆管,和由排水人孔主体的种类以及公称直径的组合决定、且安装在排水人孔中的套管的组合例。 Fig. 3 shows a combination example of a round pipe connected to the downstream side of the drainage manhole and a sleeve pipe installed in the drainage manhole determined by the combination of the type and nominal diameter of the drainage manhole body according to the present invention. the
图3a表示波纹管3和与其对应的下流侧套管9的组合,图3b表示带肋管4和与其对应的下流侧套管10的组合,图3c表示水平管5和与其对应的下流侧套管11的组合。此外,图3a、3c中表示圆管的内径比排水人孔主体2的套管承接口21a的流路径:dfb小时的组合,图3b中表示圆管的内径与排水人孔主体2的套管承接口21a的流路径:dfb大致相同时的组合。还有,图3a~3c中所示的各个圆管,具有与上述的图2a~2c中所示的连接在上流侧的各个圆管相同的结构,在使用时,只有与本发明的排水人孔连接一侧的口从插口32、42、52变更为承接口31、41、42这点,与连接在上流侧的圆管不同。 Figure 3a shows the combination of the
接下来,对为了将圆管3、4、5与本发明的排水人孔连接而使用的下流侧套管9、10、11详细地进行说明。 Next, the
图3a以及图3c中所示的下流侧套管9、11,是为了将具有比排水人孔主体2的套管承接口21b的流路径:dfb小的内径的圆管3、5与排水人孔连接而使用的缩径型的下流侧套管9、11,主要由缩径部91、111与直管部92、112构成,具有与图2a以及图2c中所示的缩径型的上流侧套管6、8大致相同的结构。 The
缩径部91、111,由内嵌在排水人孔主体2的套管承接口21b的内周面的环部96、116,与套管承接口21b内部的阶梯差23b相对而接连的具有大致相同高度的壁部97、117,以及使套管内周面在一部分连续地变形并形成为圈状的偏芯环部98、118构成,包括与排水人孔主体2的套管承接口21b内接接合的主体插口93、113。 The reduced
此外,因为主体插口93、113的中心轴,相对直管部92、112的圆管插口94、114的中心轴向上方偏芯,以使在套管的管底中与内周面实质一致,因此在套管内部不产生污水积存。 In addition, since the central axis of the
直管部92、112,由包括与圆管3、5的承接口31、51内接并被橡胶 轮接合的圆管插口94、114的具有大致相同的口径的短管构成,与缩径部91、111一起一体地形成。但是,由于在下流侧套管中,在与所连接的圆管之间的内周面上产生的阶梯差能够通过设置在圆管3、5的承接口31、51内部的阶梯差34、54解除,因此不需要在内部设置前面所述的上流侧套管6、8那样的阶梯差69、89。
此外,在与波纹管3以及带肋管4对应的下流侧套管的情况下,即使在缩径型套管9的情况下或后述的短管型套管10的情况下,在直管部92或者短管102的外周部,利用山部33’、43’的间隙,固定用于密封接合部的橡胶轮35’、45’(参照图3a、3b)。由此,在与波纹管3以及带肋管4对应的下流侧套管9、10的情况下,通过有效活用设置在外部的山部33’、43’,能够不采用特别的固定机构而将橡胶轮35’、45’容易地嵌在其上面。 In addition, in the case of the downstream-side casing corresponding to the
还有,在与后述的水平管5对应的下流侧套管11的情况下,由于将橡胶轮55固定在与此连接的水平管5的承接口51内部,因此不需要在直管部112的外周部固定橡胶轮(参照图3c)。 In addition, in the case of the
此外,在本发明中,直管部92、112,在用于缩径的套管9、11中并非为必要的部位,如果使圆管插口94、114的中心轴与主体插口93、113的中心轴互相偏芯,以使在套管的管底的内周面实质一致,则也可以是套管整体从主体插口93、113向圆管插口94、114连续地缩径的形状(图中未示出)。 In addition, in the present invention, the
作为以上的结果,本发明的排水人孔也能够对应内径相对排水人孔的承接口21b的流路径:dfb小的波纹管3或水平管5等的各种圆管,此外,即使这种内径的变化也不产生污水积存并保证顺畅的水流。还有,在本实施例中,虽然省略了对与带肋管7对应的缩径型的下流侧套管的说明,但其基本的思路与对应于波纹管3的缩径型的下流套管9大致相同(参照图3a)。 As a result of the above, the drain manhole of the present invention can also correspond to various round pipes such as the
图3b中所示的下流侧套管10,是为了将具有与排水人孔主体2的套管承接口21b大致相同的口径的圆管4与排水人孔连接而使用的短管型套管10。在本实施例中,由于以带肋管4的公称直径为基准,因此为了带肋管4的连接而采用短管型套管,但在以波纹管3或水平管5的公称直径为基准的情况下,为了波纹管3或水平管5的连接而使用短管型套管。The
下流侧套管10,由与排水人孔主体2的套管承接口21b内接而被接合的主体插口103,和包括与带肋管4的插口41内接并被橡胶接合的圆管承接口104的、具有大致相同的口径的短管102构成,包括在主体插口103的外周部,用于解除在排水人孔2的套管承接口21b内部设置的阶梯差23b之间的阶梯差的环部106。 The
在排水人孔主体2的套管承接口21b的内部遍及全周设置阶梯差23b,阶梯差23b的高度:hsb,被设定为与将套管10的厚度和与其连接的圆管的外表厚度:h(参照图2b)相加后的值、即与环部106的厚度大致相同的高度。
因此,阶梯差23b,作为安装套管10时的限位器发挥功能,同时因上述阶梯差23b的存在,发挥使在套管承接口21b与套管10之间的内周面上实质不产生阶梯差的功能。然而,阶梯差23b,并不发挥作为安装所连接的带肋管4时的限位器以及阶梯差解除机构的功能,带肋管4的承接口41的前端停留在与套管10上的环部106抵接的位置(参照图6、7)。 Therefore, the
其结果,即使在将具有与排水人孔主体2的套管承接口21b流路径:dfb大致相同的内径的圆管3、4、5与排水人孔连接所用的下游侧套管10的情况下,也可与上流侧7一样,简化为与简单的短管相近的形状(参照图3b)。 As a result, even when connecting the
此外,上述的缩径型的上流侧以及下流侧套管6、8、9、11以及短管型的上流侧以及下流侧套管7、10,对其每个形状都可以用颜色区分,在施工后,通过从排水人孔的内部确认该套管的颜色,能够容易地把握与其连接的圆管的种类和口径。 In addition, the above-mentioned reduced-diameter type upstream and
(实施例1) (Example 1)
实施例1是,在本发明的排水人孔1的上流侧以及下流侧,连接具有比排水人孔1的套管承接口21a、21b的流路径:dfa、dfb小的内径的波纹管3’以及水平管5’的情况的实施例。图4表示实施例1的侧面图,图5表示以包括排水人孔1以及圆筒3’、5’的中心轴的平面切取图4中所示的本发明的排水人孔1以及圆筒3’、5’的状态的剖面图。 Embodiment 1 is to connect the upstream side and the downstream side of the drainage manhole 1 of the present invention, which have smaller inner diameters than the flow paths d f a and d f b of the
本发明的排水人孔1,由具备套管承接口21a、21b的排水人孔主体2以及与该套管承接口嵌合的上流侧以及下流侧套管构成,排水人孔主体2 由被连接的各种圆管内的最大的公称直径决定,并且上流侧套管以及下流侧套管,由排水人孔主体2和圆筒的种类以及公称直径的组合决定,所述套管承接口21a、21b具有图5所示的形状尺寸。 The drainage manhole 1 of the present invention is composed of a drainage manhole
根据表1,位于公称直径:DN110~500的范围的各个圆管的数目全部达到20种,其结果,可以理解作为与其对应的排水人孔,必须准备至少20种以上的排水人孔。 According to Table 1, the number of each round pipe in the range of nominal diameter: DN110 to 500 is all 20 types. As a result, it can be understood that at least 20 types of drainage manholes must be prepared as the corresponding drainage manholes. the
但是,根据本发明,如表5所示,包括排水人孔主体2以及设置在该主体2上的套管承接口21a、21b等的排水人孔1,以5个公称直径为基准被组化,还有由于套管承接口21a、21b的形状被设计、制作为与存在于各个组内的圆管中具有最大内径以及外径的圆管一致,因此应准备的排水人孔的主体2,也能以被连接的圆管的公称直径为线索,只选择一个包括其中公称直径为最大的圆管的组的排水人孔1。 However, according to the present invention, as shown in Table 5, the drainage manhole 1 including the drainage manhole
图4以及图5中所示的实施例1是在上流侧连接的波纹管3’以及在下流侧连接的水平管5’的公称直径都为DN200的情况,实际的圆管的外径均为200mm。从而,相对于这些圆管3’、5’而准备的排水人孔1,选择以上述公称直径为基准、套管承接口21a、21b的内径包括套管厚度:t且被设定为262mm的公称直径:DN225的排水人孔1(参照表1、5)。 Embodiment 1 shown in Fig. 4 and Fig. 5 is the case where the nominal diameters of the corrugated pipe 3' connected on the upstream side and the horizontal pipe 5' connected on the downstream side are both DN200, and the actual outer diameter of the circular pipe is DN200. 200mm. Therefore, for the drainage manhole 1 prepared with respect to these round pipes 3', 5', the inner diameter of the
此外,公称直径:DN225的排水人孔1的套管承接口21a、21b的内径:dsa、dsb,被设计、制作为与公称直径:DN225以下的圆管中具有最大的外径:do的公称直径:DN225的带肋管4’一致。从而,为了将公称直径比DN225小的波纹管3’以及水平管5’与排水人孔主体2连接,如图4以及图5所示,选择公称直径:DN225的排水人孔主体2和与公称直径:DN200的波纹管3’以及水平管5’对应的缩径型的上流侧套管6’以及下流侧套管11’。 In addition, the inner diameters of the
上流侧套管6’以及下流侧套管11’被配置为排水人孔主体2与套管6’、11’的管底实质一致,并通过粘接或焊接等的接合方法固定在套管承接口21a、21b上。还有,缩径型的上流侧以及下流侧套管6’、11’,为了使其顶部以及底部方向的定位变得容易并且不发生错误,也可通过在主体插口63’、113’的外周面上以及套管承接口21a、21b的内周面上的任一方上设置凸部,在另一方上设置与凸部适合的凹部或者槽部(图中未示出)的方 式进行处理。 The casing pipe 6' on the upstream side and the casing pipe 11' on the downstream side are configured so that the main body of the
上流侧的波纹管3’的插口32’按照与安装在排水人孔1上的上流侧套管6’的圆管承接口64’内接的方式插入,下流侧水平管5’的承接口51’按照与下流侧套管11’的圆筒插口114’外接的方式插入,分别被橡胶轮接合。此外,在本发明的排水人孔1中,由于为了排水人孔1与圆管3’、5’的连接而采用橡胶轮接合方式,因此即使圆管连接角度产生一些偏离,也能以简单的施工来进行连接。 The socket 32' of the corrugated pipe 3' on the upstream side is inserted in such a way that it is inscribed with the round pipe socket 64' of the upstream sleeve 6' installed on the drainage manhole 1, and the socket 51 of the horizontal pipe 5' on the downstream side ' are inserted so as to circumscribe the cylindrical socket 114' of the downstream casing 11', and are respectively engaged by rubber wheels. In addition, in the drainage manhole 1 of the present invention, since the rubber wheel joint method is adopted for the connection between the drainage manhole 1 and the round pipes 3', 5', even if there is some deviation in the connection angle of the round pipes, it can be easily construction to connect. the
此外,通过以不同的颜色区分上述的缩径型的上流侧套管6’与下流侧套管11’,从而即使在施工后,通过从排水人孔的内部确认上述套管的颜色,也能够容易地把握与其连接的圆管的种类或口径。 In addition, by distinguishing the above-mentioned reduced-diameter type upstream-side casing 6' and downstream-side casing 11' in different colors, it is possible to confirm the color of the above-mentioned casing from the inside of the drainage manhole even after construction. Easily grasp the type or diameter of the round pipe connected to it. the
(实施例2) (Example 2)
实施例2是,将具有比排水人孔1的套管承接口21a流路径:dfa小的内径的波纹管3’与本发明的排水人孔1的上流侧连接,将具有与套管承接口21b的内径:dfb大致相同大小的内径的带肋管4’与下流侧连接时的实施例。图6表示实施例2的侧面图,图7表示以包括排水人孔1以及圆筒3’、4’的中心轴的平面切取图6中所示的本发明的排水人孔1以及圆筒3’、4’的状态的剖面图。 In Example 2, a bellows 3' having a smaller inner diameter than the flow path of the
本发明的排水人孔1,由具备套管承接口21a、21b的排水人孔主体2以及与该套管承接口嵌合的上流侧以及下流侧套管构成,排水人孔主体2由被连接的各种圆管内的最大的公称直径决定,并且上流侧套管以及下流侧套管,由排水人孔主体2和圆筒的种类以及公称直径的组合决定,所述套管承接口21a、21b具有图5所示的形状尺寸。 The drainage manhole 1 of the present invention is composed of a drainage manhole
图6以及图7中所示的实施例2是连接在上流侧的波纹管3’的公称直径为DN200(实际的外径为183mm)的情况,另外,与其对应连接在下流侧的带肋管4’的公称直径为DN225(实际外径为225mm)。从而,相对于这些圆管3’、4’准备的排水人孔1,选择以上述公称直径为基准、套管承接口21a、21b的内径:dsa、dsb包括套管厚度:t且被设定为262mm的公称直径:DN225的排水人孔1(参照表1、5)。
此外,公称直径:DN225的排水人孔1的套管承接口21a、21b的内径:dsa、dsb,被设计、制作为与公称直径:DN225以下的圆管中具有最 大的外径:do的公称直径:DN225的带肋管4’一致。从而,为了将公称直径比DN225小的波纹管3’与排水人孔主体2连接,如图6以及图7所示,选择公称直径:DN225的排水人孔主体2和与公称直径:DN200的波纹管3’对应的缩径型的上流侧套管6’。另外,与其对应为了连接公称外径与套管承接口21b的内径大致相同的大小的带肋管4’,如图6以及图7所示,选择公称直径:DN225的排水人孔主体2和与公称直径:DN225的带肋管4’对应的短管型的下流侧套管10。 In addition, the inner diameters of the
上流侧套管6’以及下流侧套管10’被配置为排水人孔主体2与套管6’、10’的管底实质一致,并通过粘接或焊接等的接合方法固定在套管承接口21a、21b上。还有,缩径型的上流侧套管6’,为了使其顶部以及底部方向的定位变得容易并且不发生错误,也可以通过主体插口63’的外周面上以及套管承接口21a、21b的内周面上的任一方上设置凸部,在另一方上设置与凸部适合的凹部或者槽部(图中未示出)的方式进行处理。 The casing pipe 6' on the upstream side and the casing pipe 10' on the downstream side are configured so that the main body of the
上流侧的波纹管3’的插口32’按照与安装在排水人孔1上的上流侧套管6’的圆管承接口64’内接的方式插入,下流侧带肋管4’的承接口41’按照与下流侧套管10’的圆筒插口114’外接的方式插入,分别被橡胶轮接合。此外,在本发明的排水人孔1中,由于为了排水人孔1与圆管3’、4’的连接而采用橡胶轮接合方式,因此即使圆管连接角度产生一些偏离,也能以简单的施工来进行连接。 The socket 32' of the corrugated pipe 3' on the upstream side is inserted in such a way that it is inscribed with the round pipe socket 64' of the casing pipe 6' on the upstream side installed on the drainage manhole 1, and the socket of the ribbed pipe 4' on the downstream side 41' is inserted so as to circumscribe the cylindrical socket 114' of the downstream side casing 10', and is respectively engaged by rubber wheels. In addition, in the drainage manhole 1 of the present invention, since the rubber wheel joint method is adopted for the connection between the drainage manhole 1 and the round pipes 3', 4', even if there is some deviation in the connection angle of the round pipes, it can be easily construction to connect. the
此外,通过以不同的颜色区分上述的缩径型的上流侧套管6’与下流侧套管10’,从而即使在施工后,通过从排水人孔的内部确认上述套管的颜色,也能够容易地把握与其连接的圆管的种类和口径。 In addition, by distinguishing the above-mentioned reduced-diameter type upstream-side casing 6' and downstream-side casing 10' in different colors, it is possible to confirm the color of the above-mentioned casing from the inside of the drainage manhole even after construction. Easily grasp the type and diameter of the round pipe connected to it. the
(实施例3) (Example 3)
实施例3,是应用本发明的技术思想的4根合流类型的异种、异径圆管连接用排水人孔1’,是排水人孔1’,其包括:朝上的检查筒连接部220;在上流侧设置多个套管承接口210a~214a和在下流侧设置一个套管承接口210b的排水人孔200;一端具有与上述套管承接口210a~214a嵌合的排水人孔主体插口,在另一端具有用于与圆管进行橡胶轮接合的圆管承接口的上流侧套管;一端具有与上述套管承接口210b嵌合的排水人孔主体插口,在另一端具有用于与圆管进行橡胶轮接合的圆管插口的下流侧套 管,实施例3还是一种排水人孔1’,上述排水人孔主体,由上述被连接的各种圆管内的最大的公称直径决定,且上述上流侧套管以及下流侧套管,由上述排水人孔主体和圆管的种类以及公称直径的组合决定,所述排水人孔1’用于4根合流的种类的异种、异径圆管的连接。
图8表示实施例3的平面图,图9表示以A—A剖面切取图8中所示的本发明的排水人孔1’。 Fig. 8 shows the plan view of
本发明的排水人孔1’,一般由氯乙烯或聚丙烯等的树脂制成,由主体200以及套管构成。此外,如上述的实施例1、2所示,设置在上流侧的套管承接口210a~214a以及设置在下流侧的套管承接口210b的形状,以带肋管的公称直径为基准被组化,具有与套管承接口21a、21b大致相同的形状(参照表1、5)。 The drainage manhole 1' of the present invention is generally made of resin such as vinyl chloride or polypropylene, and consists of a
因此,主体200的结构,除了具有套管承接口210a~214a、210b的轴方向的长度比通常的圆管承接口以及插口短的给定形状外,具有与通常的4根合流类型的排水人孔所具有的基本的结构大致相同的结构。因此,本发明的排水人孔主体200可使用以往的射出成形机进行制作,还有由于原则上不需要新的金属模的制作等,因此能够以低成本制作本发明的排水人孔。 Therefore, the structure of the
此外,上流侧以及下流侧的套管承接口210a~214a、210b也可是分别具有相同大小的流路的形状,此外也可是分别具有不同流路径的形状。在后者的情况下,一般使用下流侧套管承接口210b的流路径比上流侧套管承接口210a~214a的流路径大的套管承接口。此外,以带肋管的公称直径为基准而被组化的套管承接口的设置位置没有被特别限定,例如也可为将套管承接口210a、210b只配置在排水人孔主体的上流侧以及下流侧,在其他的流入口配置与圆管直接连接的通常的圆管承接口的4根合流类型的排水人孔等。 In addition, the sleeve sockets 210a to 214a, 210b on the upstream side and the downstream side may each have a shape having a flow path of the same size, or may have a shape having a different flow path. In the latter case, generally, a casing socket whose flow path is larger in the downstream
在实施例3的4根合流的类型的排水人孔1’的情况,参照图8、9,表示了:上流侧套管承接口210a以及下流侧套管承接口210b被用于与被连接的圆管中具有最大的口径的主管的连接、其他4个上流侧套管承接口211a~214a被用于与具有比主管小的口径的支管的连接的类型的4根合流类型的排水人孔1’。In the case of the drainage manhole 1' of the 4 confluent type in
还有,在实施例3的4根合流类型的排水人孔1’中使用的上流侧以及下流侧的缩径型、短管型套管,与所有被组化的上述套管承接口对应而制作,具有与上述的实施例1、2的缩径型的上流侧以及下流侧6、8、9、11以及短管型的上流侧以及下流侧套管7、10大致相同的形状(参照图2、3以及表3)。 In addition, the reduced-diameter and short-tube casings on the upstream side and downstream side used in the four confluent type drainage manholes 1' of Example 3 correspond to all the above-mentioned casing sockets that are grouped. It has substantially the same shape as the above-mentioned reduced-diameter type upstream side and
因此,根据实施例3的4根合流的类型的排水人孔1’,由于设置在主体200上的套管承接口210a~214a、210b被标准化为综合给定个数的具有一定形状的承接口,因此联结上述承接口210a~214a、210b和被连接的圆管3~5的上流侧套管以及下流侧套管,仅通过根据圆管的种类以及口径进行选择,便可以连接异种、异径的圆管,使配管的施工变得非常容易。此外,在本发明中,由于为了排水人孔与圆管的连接而采用橡胶轮接合方式,因此即使因简单施工而使圆管连接角度产生一些偏离,也能容易地吸收该偏离角。 Therefore, according to the four confluent drainage manholes 1' of
另外,设置在以带肋管的公称直径为基准被组化的排水人孔中的套管承接口,设计条件不限于物理的制约,能够自由地设计其承接口的公称直径、数目、配置及其组合,没有被特别地限制。 In addition, the design conditions of the casing sockets installed in the drainage manholes organized on the basis of the nominal diameter of the ribbed pipe are not limited to physical constraints, and the nominal diameter, number, arrangement and configuration of the sockets can be freely designed. The combination thereof is not particularly limited. the
作为以上的结果,根据本发明,即使与排水人孔连接的圆管为具有不同种类以及/或者不同口径的圆管,通过选定与其中的最大公称直径一致的一个排水人孔,能够连接异种、异径的圆管。此外,根据本发明,由于为了排水人孔与圆管的连接而采用橡胶轮接合方式,因此即使因简单施工而使圆管连接角度产生一些偏离,也能容易地吸收该偏离角。 As a result of the above, according to the present invention, even if the circular pipes connected to the drainage manholes are circular pipes of different types and/or different calibers, by selecting a drainage manhole consistent with the largest nominal diameter among them, it is possible to connect different types of pipes. , Different diameter round tube. In addition, according to the present invention, since the rubber wheel joint is used for connecting the drainage manhole and the round pipe, even if there is some deviation in the connection angle of the round pipe due to simple construction, the deviation angle can be easily absorbed. the
此外,即使设置排水人孔的位置的已设配管的种类或口径不明确,或者实际的配管的口径因每个制造商而有偏差,也可大幅削减应预先准备的排水人孔的个数,其结果,能够大幅降低排水人孔设置工程的施工费用。 In addition, even if the type or diameter of the installed piping at the position where the drain manhole is installed is unclear, or the actual diameter of the pipe varies depending on the manufacturer, the number of drain manholes that should be prepared in advance can be greatly reduced. As a result, the construction cost of drainage manhole installation work can be significantly reduced. the
还有,根据本发明,由于排水人孔主体的基本的结构与一般的树脂制排水人孔的结构相同,因此可使用现有的射出成形机制作排水人孔,还有由于原则上不需要新的金属模的制作等,因此能够以低成本制作本发明的排水人孔。Also, according to the present invention, since the basic structure of the main body of the drainage manhole is the same as that of a general resin drainage manhole, the existing injection molding machine can be used to manufacture the drainage manhole, and since there is no need for a new drainage manhole in principle, Therefore, the drainage manhole of the present invention can be produced at low cost.
Claims (8)
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2005-277581 | 2005-09-26 | ||
| JP2005277581 | 2005-09-26 | ||
| JP2005277581A JP4671228B2 (en) | 2005-09-26 | 2005-09-26 | Drain for connecting different types of pipes with different diameters |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1940373A CN1940373A (en) | 2007-04-04 |
| CN1940373B true CN1940373B (en) | 2011-01-19 |
Family
ID=37958790
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2006100062234A Expired - Fee Related CN1940373B (en) | 2005-09-26 | 2006-01-24 | Drainage manhole for connection of different types and different diameter round pipes |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JP4671228B2 (en) |
| CN (1) | CN1940373B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102337752B (en) * | 2010-07-29 | 2014-04-02 | 河南省电力勘测设计院 | Equal-diameter quasi-surge shaft for water pipe |
| CN102296634A (en) * | 2011-06-16 | 2011-12-28 | 天津市泽宝水泥制品有限公司 | Concrete inspection well chamber with flexible interface connection branch |
| CN107060003A (en) * | 2017-06-12 | 2017-08-18 | 傅国勤 | A kind of socket joint reducing multi-way pipe fitting |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4504086A (en) * | 1983-01-10 | 1985-03-12 | Phillips Petroleum Company | Pipe tee |
| CN85202095U (en) * | 1985-05-31 | 1986-08-20 | 吕世典 | Demountable union |
| CN2253422Y (en) * | 1996-07-02 | 1997-04-30 | 乐清市铜管件厂 | Copper thin wall tee |
| US5797415A (en) * | 1993-10-15 | 1998-08-25 | Horizon Resources Corp. | Insulating jacket for hot and cold piping systems and the method of use |
| EP0797042B1 (en) * | 1996-03-19 | 2001-11-07 | Shonan Gosei - Jushi Seisakusho K.K. | An apparatus and a method for lining an underground pipe |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59185482U (en) * | 1983-05-28 | 1984-12-10 | アロン化成株式会社 | Plastic pipe connection adapter |
| JPH01116294U (en) * | 1988-01-30 | 1989-08-04 | ||
| JPH0752464Y2 (en) * | 1989-11-10 | 1995-11-29 | 史朗 金尾 | Joint for connecting different types of pipes |
| JP3057415B2 (en) * | 1995-10-05 | 2000-06-26 | アロン化成株式会社 | Plastic manhole for ribbed circular pipe |
| JPH11336175A (en) * | 1998-05-25 | 1999-12-07 | Aron Kasei Co Ltd | Drainage kit |
| JP3657180B2 (en) * | 2000-07-21 | 2005-06-08 | 積水化学工業株式会社 | Manufacturing method of resin manhole for ribbed tube |
-
2005
- 2005-09-26 JP JP2005277581A patent/JP4671228B2/en not_active Expired - Fee Related
-
2006
- 2006-01-24 CN CN2006100062234A patent/CN1940373B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4504086A (en) * | 1983-01-10 | 1985-03-12 | Phillips Petroleum Company | Pipe tee |
| CN85202095U (en) * | 1985-05-31 | 1986-08-20 | 吕世典 | Demountable union |
| US5797415A (en) * | 1993-10-15 | 1998-08-25 | Horizon Resources Corp. | Insulating jacket for hot and cold piping systems and the method of use |
| EP0797042B1 (en) * | 1996-03-19 | 2001-11-07 | Shonan Gosei - Jushi Seisakusho K.K. | An apparatus and a method for lining an underground pipe |
| CN2253422Y (en) * | 1996-07-02 | 1997-04-30 | 乐清市铜管件厂 | Copper thin wall tee |
Also Published As
| Publication number | Publication date |
|---|---|
| HK1101980A1 (en) | 2007-11-02 |
| JP2007085125A (en) | 2007-04-05 |
| JP4671228B2 (en) | 2011-04-13 |
| CN1940373A (en) | 2007-04-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10081937B2 (en) | Universal drain cuff | |
| KR101960553B1 (en) | Modular fitting | |
| JP2025137622A (en) | Pipe fittings | |
| CN1940373B (en) | Drainage manhole for connection of different types and different diameter round pipes | |
| TWI437179B (en) | Assembly for a claw collar, corresponding claw collar and tubular connection | |
| CN103016863B (en) | Pipeline connecting structure and hydraulic pipeline | |
| JP6807427B2 (en) | Leakage test jig for existing piping | |
| CN201810917U (en) | Fitting | |
| JP7312389B2 (en) | press type pipe fittings | |
| US20230030934A1 (en) | Composite transition fitting | |
| RU2256115C2 (en) | Joining member | |
| CN110307442A (en) | Haff festival auxiliary anti-off device | |
| KR100626291B1 (en) | Pipe joint structure | |
| JP4263975B2 (en) | Water faucet joint with fusion saddle | |
| HK1101980B (en) | Catch basin for connecting dissimilar, different diameter circular pipe | |
| JP6228396B2 (en) | Fitting and drainage mass provided with the same | |
| KR20060043564A (en) | Spherical free pipe joints made of synthetic resin | |
| JP7754495B2 (en) | Piping structure, pipeline, and construction method for piping structure | |
| CN112957911A (en) | Membrane filtration device | |
| KR200411384Y1 (en) | Upper, sewer pipe connection device | |
| KR200373388Y1 (en) | a variable joint and a pipe with variable joint | |
| JP2002048288A (en) | Resinous manhole having rib for piping | |
| JP7153925B2 (en) | Double pipe joint structure | |
| JP4596983B2 (en) | Rib pipe fittings | |
| JP5317112B2 (en) | Flexible joint for tubular body and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| REG | Reference to a national code |
Ref country code: HK Ref legal event code: DE Ref document number: 1101980 Country of ref document: HK |
|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| REG | Reference to a national code |
Ref country code: HK Ref legal event code: GR Ref document number: 1101980 Country of ref document: HK |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110119 Termination date: 20170124 |