JP2003074748A - Vertical pipe connection part structure - Google Patents

Vertical pipe connection part structure

Info

Publication number
JP2003074748A
JP2003074748A JP2001265843A JP2001265843A JP2003074748A JP 2003074748 A JP2003074748 A JP 2003074748A JP 2001265843 A JP2001265843 A JP 2001265843A JP 2001265843 A JP2001265843 A JP 2001265843A JP 2003074748 A JP2003074748 A JP 2003074748A
Authority
JP
Japan
Prior art keywords
pipe
vertical pipe
joint
collar
water stop
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.)
Granted
Application number
JP2001265843A
Other languages
Japanese (ja)
Other versions
JP5129912B2 (en
Inventor
Kozo Osawa
耕三 大澤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Sekisui Kanzai Technics KK
Original Assignee
Sekisui Chemical Co Ltd
Sekisui Kanzai Technics KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd, Sekisui Kanzai Technics KK filed Critical Sekisui Chemical Co Ltd
Priority to JP2001265843A priority Critical patent/JP5129912B2/en
Publication of JP2003074748A publication Critical patent/JP2003074748A/en
Application granted granted Critical
Publication of JP5129912B2 publication Critical patent/JP5129912B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide vertical pipe connection part structure of excellent cut-off performance without the mutual pipe axes being installed breaking in zigzag at a connection part between an upper vertical pipe and a lower vertical pipe. SOLUTION: In this vertical pipe connection part structure, a cut-off ring 132 is mounted to at least one face out of the upper face and lower face of a collar 11 of a cylindrical joint 10 formed as pipe sockets at both end parts and protrusively provided with the ring-like collar on the inside of the center part. One pipe socket 121 of the joint 10 is mounted in the upper end part of the lower vertical pipe 21, and pipe end face of the upper end part of the lower vertical pipe abuts on the collar part 11 of the joint 10 or the cut-off ring 132 mounted to the collar part. The lower end part of the upper vertical pipe 22 is inserted in the other pipe socket 122 of the joint 10, and the pipe end face of the lower end part of the upper vertical pipe 22 abuts on the cut-off ring 132 mounted to the collar part 11 of the joint 10, or the collar part 11. The cut-off ring 132 mounted to the collar part 11 is compressed by the collar part 11 and the end face of the lower end part of the upper vertical pipe 22 by pressing the upper vertical pipe 22 downward.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、下方に配置された
下方垂直管の上端部に、上方垂直管の下端部を接続して
管路となす垂直方向の管接続部構造に関し、特に、大口
径のレジンコンクリート製垂直下水管を人孔内に敷設す
る場合に好適に適用される、垂直方向の管接続部構造に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vertical pipe connecting portion structure in which a lower end of an upper vertical pipe is connected to an upper end of a lower vertical pipe arranged below to form a pipe line, and in particular, The present invention relates to a vertical pipe connection structure which is preferably applied when a vertical resin concrete vertical sewer pipe is laid in a human hole.

【0002】[0002]

【従来の技術】従来、大口径のレジンコンクリート(F
RPM)製垂直下水管を人孔内に設置する場合には、下
方に配置された垂直管と、これに積み重ねられる上方に
配置される垂直下水管とは、両端部が管受け口とされ中
央部内側に上記上端部の端面及び下端部の端面の両方の
面に同時に当接可能な輪状の鍔が突設された円筒状の継
手を介して接続される。
2. Description of the Related Art Conventionally, large diameter resin concrete (F
When a (RPM) vertical sewer pipe is installed in a human hole, both ends of the vertical pipe arranged below and the vertical sewer pipe stacked on top of the vertical pipe are used as pipe receiving ports. The inside is connected via a cylindrical joint in which a ring-shaped flange capable of simultaneously contacting both the end surface of the upper end portion and the end surface of the lower end portion is provided.

【0003】通常、大口径のFRPM管は重量が大き
く、これを積み重ねて垂直管路となす場合には、上方管
をワイヤー等で吊り下げ、これを人孔内側壁に設けられ
たガイドレール等に沿わせて降下させ、下方で待ってい
る継ぎ手の管受け口に挿入することが行われる。
Generally, a large diameter FRPM pipe has a large weight, and when stacking the FRPM pipes to form a vertical pipe line, the upper pipe is hung with a wire or the like, and the guide rail is provided on the inner wall of the human hole. It is lowered along with and inserted into the pipe socket of the joint waiting underneath.

【0004】この場合、止水のために、下方垂直管と上
方垂直管とのそれぞれの管端部外周面、又は/及び継手
の管受け口の内周面に止水リングが設けられるが、降下
の際に管が振れたり、人孔内壁に予め取り付けられた垂
直管取り付け金具の取り付け誤差等により、上方垂直管
と下方垂直管との接続箇所において、互いの管軸同士が
ジグザグに折れて設置されてしまい、その箇所において
止水性が悪くなるという問題点があった。
In this case, in order to stop the water, a water stop ring is provided on the outer peripheral surface of each of the lower vertical pipe and the upper vertical pipe, and / or the inner peripheral surface of the pipe receiving port of the joint. At the connection point between the upper vertical pipe and the lower vertical pipe, the pipe axes of the pipes are bent in a zigzag manner due to the pipe swinging or the vertical pipe mounting metal fittings previously attached to the inner wall of the human hole. There was a problem that the water resistance was deteriorated at that location.

【0005】即ち、止水が、管と継手とのそれぞれの側
壁面同士の間に設けられた止水リングにより行われるた
めに、万一管の差し口が継手の管受け口内に管軸が斜め
となって降下してきても、あたかも管がこじられた状態
のままで固定されてしまうのである。
That is, since the water stoppage is performed by the water stop ring provided between the side wall surfaces of the pipe and the joint, by any chance, the outlet of the pipe is located in the pipe receiving port of the joint. Even if it descends at an angle, the pipe will be fixed as if it was twisted.

【0006】[0006]

【発明が解決しようとする課題】本発明は、特に大口径
のFRPM製垂直下水管を人孔内に設置する場合に、上
方垂直管と下方垂直管との接続箇所において、互いの管
軸同士がジグザグに折れて設置されてしまうことがな
く、かつ止水性に優れた垂直方向の管接続部構造を提供
する目的でなされたものである。
DISCLOSURE OF THE INVENTION The present invention, in particular, when installing a large-diameter FRPM vertical sewer pipe in a human hole, at the connecting point of the upper vertical pipe and the lower vertical pipe, mutually The present invention has been made for the purpose of providing a vertical pipe connecting portion structure which is excellent in water-stopping property without being bent and installed in a zigzag manner.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するため
の本発明の垂直方向の管接続部構造は、下方に配置され
た下方垂直管の上端部に、上方垂直管の下端部を接続し
て管路となす垂直方向の管接続部構造であって、下方に
配置された下方垂直管の上端部に、上方垂直管の下端部
を接続して管路となす垂直方向の管接続部構造であっ
て、両端部が管受け口とされ中央部内側に上記上端部の
端面及び下端部の端面のいずれの端面にも当接可能な輪
状の鍔が突設された円筒状の継手の鍔の上面又は下面の
少なくとも一方の面に止水リングが装着され、下方垂直
管の上端部に上記継手の一方の管受け口が装入されて、
上記下方垂直管上端部の管端面が継手の鍔部又は鍔部に
装着された止水リングに当接し、上方垂直管の下端部が
上記継手の他方の管受け口に挿入されて、上記上方垂直
管下端部の管端面が継手の鍔部に装着された止水リング
又は鍔部に当接し、上方垂直管を下方に押すことで、鍔
部が、上方垂直管の下端部の端面と下方垂直管の上端部
の端面とで圧縮される、又は鍔部に装着された止水リン
グが、上方垂直管の下端部の端面と鍔とで、又は下方垂
直管の上端部の端面と鍔とで圧縮されることを特徴とす
る垂直方向の管接続部構造である。
The vertical pipe connecting structure of the present invention for solving the above problems connects the lower end of the upper vertical pipe to the upper end of the lower vertical pipe arranged below. A vertical pipe connecting portion structure which forms a pipe line by connecting a lower end portion of an upper vertical pipe to an upper end portion of a lower vertical pipe arranged below. Of the flange of a cylindrical joint, a ring-shaped flange that is capable of contacting both end surfaces of the upper end portion and the end surface of the lower end portion is formed inside the central portion with both end portions serving as pipe receiving ports. A water stop ring is attached to at least one surface of the upper surface or the lower surface, and one pipe receiving port of the joint is inserted into the upper end portion of the lower vertical pipe,
The pipe end face of the upper end of the lower vertical pipe comes into contact with the collar portion of the joint or the water stop ring attached to the collar portion, and the lower end of the upper vertical pipe is inserted into the other pipe receiving port of the joint to form the upper vertical pipe. The pipe end face of the lower end of the pipe comes into contact with the water stop ring or the flange part attached to the flange part of the joint, and pushes the upper vertical pipe downward, so that the flange part is vertically perpendicular to the end face of the lower end part of the upper vertical pipe. A water stop ring that is compressed with the end face of the upper end of the pipe or is attached to the collar part is formed by the end face of the lower end of the upper vertical pipe and the collar, or by the end face of the upper end of the lower vertical pipe and the collar. It is a vertical tube connection structure characterized by being compressed.

【0008】上記円筒状の継手が、鍔の上面又は下面の
少なくとも一方の面中央部に、円周方向に沿って凹溝が
設けられた継手とされ、下方垂直管の上端管端面又は上
方垂直管の下端管端面の少なくとも一方の管端面に、上
記凹溝に嵌合する止水リングが装着され、下方垂直管の
上端部に上記継手の下方管受け口が装入され、上方垂直
管が上記継手の上方管受け口に挿入され、上方垂直管を
下方に押すことで、止水リングが上記凹溝に嵌合するよ
うにされていても良い。
The cylindrical joint is a joint in which a groove is provided along the circumferential direction in the central portion of at least one of the upper surface and the lower surface of the flange, and the upper end pipe end surface of the lower vertical pipe or the upper vertical pipe. At least one pipe end face of the lower end pipe of the pipe is equipped with a water stop ring that fits in the groove, the lower pipe receiving end of the joint is inserted into the upper end of the lower vertical pipe, and the upper vertical pipe is The water stop ring may be fitted in the groove by being inserted into the upper pipe receiving port of the joint and pushing the upper vertical pipe downward.

【0009】継手本体は、大口径で重量が大きい管同士
を接続するための継手としての強度があり、かつ耐食性
に優れたものであれば良く、例えば一例として、熱可塑
性合成樹脂、繊維強化熱硬化性合成樹脂(FRP)、レ
ジンコンクリート(FRPM)等が挙げられる。
The joint body may have any strength as a joint for connecting pipes having a large diameter and a large weight and excellent corrosion resistance. For example, thermoplastic synthetic resin, fiber reinforced heat Curable synthetic resin (FRP), resin concrete (FRPM), etc. are mentioned.

【0010】継手の管受け口の入口口径は、いずれの発
明においても、垂直管の外径と略同じで僅かに大きくさ
れる。ただし、奥部は可能な限り管の外径と略同じであ
ることが望ましい。このようにされていると、管端部を
継手受け口に挿入する際に、垂直管に多少の振れがあっ
ても挿入され易く、垂直管が継手奥まで挿入された際
に、その管軸が継手の管軸と一致し、ジグザグになる恐
れがほとんどなくなるからである。また、垂直管の挿入
を容易にするために、継手の管受け口は、その一部が端
部方向に向かって僅かに拡径されたテーパー状とされて
いても良い。
In any of the inventions, the inlet diameter of the pipe receiving port of the joint is substantially the same as the outer diameter of the vertical pipe and is slightly increased. However, it is desirable that the inner portion is as close as possible to the outer diameter of the pipe. With this configuration, when inserting the pipe end into the joint receiving opening, even if there is some runout in the vertical pipe, it is easy to insert, and when the vertical pipe is inserted all the way into the joint, the pipe axis becomes This is because it coincides with the pipe axis of the joint and there is almost no risk of zigzag. Further, in order to facilitate the insertion of the vertical pipe, the pipe receiving port of the joint may have a tapered shape in which a part of the pipe receiving port is slightly expanded toward the end.

【0011】鍔は、その上方に積み重ねられる垂直管の
重量を受けて変形はしても、座屈しない強度があり耐食
性に優れたものであれば特に限定されないが、例えば一
例として、熱可塑性合成樹脂、繊維強化熱硬化性合成樹
脂(FRP)、レジンコンクリート(FRPM)等合成
樹脂類;ステンレススチール、アルミニウム等金属類;
天然ゴム、合成ゴム、吸水性ゴム等弾性体類などが挙げ
られる。
The tsuba is not particularly limited as long as it is strong enough not to buckle and has excellent corrosion resistance even if it is deformed due to the weight of the vertical pipes stacked above it. Resin, fiber reinforced thermosetting synthetic resin (FRP), resin concrete (FRPM) and other synthetic resins; stainless steel, aluminum and other metals;
Examples thereof include elastic materials such as natural rubber, synthetic rubber, and water absorbent rubber.

【0012】止水リングは、上方に積み重ねられる垂直
管の重量を受けて変形するが、その重量に耐えて止水性
が保たれる材質のものが適用されれば良く、特に限定さ
れないが、例えば一例として、ポリエチレン、ポリプロ
ピレン、ナイロン等の弾性樹脂類;繊維強化熱可塑性弾
性樹脂、繊維強化熱硬化性弾性樹脂等の可撓性合成樹脂
類;天然ゴム、合成ゴム、吸水性ゴム等弾性体類;銅、
真鍮、アルミニウム、ステンレススチール等金属類やこ
れらを弾性加工したもの;上記材料類を併用した複合材
料類などが挙げられる。又、その断面形状も限定され
ず、通常の断面円形や楕円形、その他の形状の止水リン
グであって構わない。
The water stop ring is deformed by the weight of the vertical pipes stacked on top of it. Any material may be applied as long as it can withstand the weight and keep the water stop, and the water stop ring is not particularly limited. As an example, elastic resins such as polyethylene, polypropylene and nylon; flexible synthetic resins such as fiber reinforced thermoplastic elastic resin and fiber reinforced thermosetting elastic resin; natural rubber, synthetic rubber, elastic bodies such as water absorbent rubber ;copper,
Metals such as brass, aluminum, and stainless steel, and those obtained by elastically processing these; composite materials in which the above materials are used in combination are included. Moreover, the cross-sectional shape is not limited, and may be a normal water-blocking ring having a circular shape, an elliptical shape, or any other shape.

【0013】なお、止水リングを用いる場合は、鍔は継
手本体と同じ材料や金属等の硬質の材料とされていても
良く、止水リングを用いない場合は、ステンレススチー
ル、アルミニウム等金属類を弾性加工したもの;天然ゴ
ム、合成ゴム、吸水性ゴム等の弾性体類など、それ自体
が弾性を有するものが用いられても良い。
When the water stop ring is used, the collar may be made of the same material as the joint body or a hard material such as metal. When the water stop ring is not used, metals such as stainless steel and aluminum are used. An elastic material such as natural rubber, synthetic rubber, or water-absorbing rubber may be used.

【0014】鍔の幅は、菅の材質や垂直管の重量、積算
重量等により適宜選択して決められれば良いが、通常は
垂直管の管厚さと略同じか僅かに小さくされる。即ち、
上述のように、上方に積み重ねられる垂直管の重量を受
けて鍔が変形した際に、変形した鍔の一部が垂直管の内
周方向に突出しないことが望ましいからである。
The width of the brim may be appropriately selected and determined depending on the material of the tube, the weight of the vertical tube, the integrated weight, etc., but it is usually made approximately the same as or slightly smaller than the tube thickness of the vertical tube. That is,
This is because, as described above, when the flange is deformed due to the weight of the vertical tubes stacked above, it is desirable that a part of the deformed flange does not protrude in the inner circumferential direction of the vertical tube.

【0015】止水リングの直径は、上方に積み重ねられ
る垂直管の重量を受けて変形した際に、垂直管の内周方
向に突出しない大きさとされることが望ましい。
It is desirable that the diameter of the water blocking ring is set so that it does not protrude in the inner circumferential direction of the vertical tubes when deformed by the weight of the vertical tubes stacked above.

【0016】止水リングは、鍔の両面又は少なくとも一
方の面に設けられる。
The water stop ring is provided on both sides or at least one side of the collar.

【0017】鍔の上面又は下面の少なくとも一方の面中
央部に、円周方向に沿って凹溝が設けられていても良
い。下方垂直管の上端管端面又は上方垂直管の下端管端
面の少なくとも一方の管端面に、上記凹溝に嵌合する止
水リングが装着され、下方垂直管の上端部に上記継手の
下方管受け口が装入され、上方垂直管が上記継手の上方
管受け口に挿入され、上方垂直管を下方に押すことで、
止水リングが上記凹溝に嵌合するようになっている。
A groove may be provided along the circumferential direction at the center of at least one of the upper surface and the lower surface of the collar. At least one pipe end surface of the upper end pipe end surface of the lower vertical pipe or the lower end pipe end surface of the upper vertical pipe is equipped with a water stop ring that fits into the groove, and the lower pipe receiving port of the joint is provided at the upper end portion of the lower vertical pipe. , The upper vertical pipe is inserted into the upper pipe receiving port of the joint, and the upper vertical pipe is pushed downward,
A water stop ring is adapted to fit in the groove.

【0018】この場合の鍔は硬質の材料であっても弾性
を有する材料であっても構わないが、止水リングは天然
ゴム、合成ゴム、吸水性ゴム等の弾性を有する材料であ
ることが望ましく、鍔の一方の面側のみに装着されてい
ても両側の面に装着されていても良い。
The brim in this case may be a hard material or an elastic material, but the water blocking ring is made of an elastic material such as natural rubber, synthetic rubber or water absorbent rubber. Desirably, it may be mounted on only one side of the flange or on both sides.

【0019】(作用)本発明においては、上方垂直管と
下方垂直管とが継手を介して接続され、その継手と上方
又は下方垂直管との止水が、継手内周面に突設された鍔
又は鍔面に装着された止水リングをそれぞれの垂直管の
管端面で圧縮することで行われるので、確実な止水が出
来る。かつ、接続部の管側面に止水リングがないため
に、管と継手とがこじた状態で固定されてしまう恐れが
少ない上、継手管受け口の内径が垂直管の外径と略同一
とされていると、垂直管の管端部を継手の管受け口内に
挿入した際に、その管軸同士がほぼ一致する。従って、
上方及び下方の垂直管同士は、その管軸がジグザグにな
ることがない。
(Operation) In the present invention, the upper vertical pipe and the lower vertical pipe are connected through the joint, and the water stop between the joint and the upper or lower vertical pipe is provided on the inner peripheral surface of the joint. Since the collar or the water stop ring attached to the collar surface is compressed by the tube end surface of each vertical tube, reliable water stop can be achieved. Moreover, since there is no water stop ring on the side of the pipe at the connection part, there is little risk that the pipe and fitting will be fixed in a prying condition, and the inner diameter of the joint pipe receiving port is almost the same as the outer diameter of the vertical pipe. With this, when the pipe end portion of the vertical pipe is inserted into the pipe receiving port of the joint, the pipe axes thereof substantially coincide with each other. Therefore,
The tube axes of the upper and lower vertical tubes do not become zigzag.

【0020】[0020]

【発明の実施の形態】次に、図面を参照して本発明を説
明する。図1から図6は、それぞれ本発明の実施の一例
を示す半断面図である。
DETAILED DESCRIPTION OF THE INVENTION The present invention will now be described with reference to the drawings. 1 to 6 are half sectional views showing an example of the embodiment of the present invention.

【0021】図1においては、FRPM製円筒状継手1
0の中央内周面に鍔11が突設され、両方の継手端部が
管受け口121、122とされ、下方管受け口(12
1)に下方垂直管21の上端部が挿入され、上方管受け
口(122)に上方垂直管22の下端部が挿入されてい
る。
In FIG. 1, a FRPM cylindrical joint 1
A flange 11 is projectingly provided on the inner peripheral surface of the center of No. 0, both joint ends are pipe receiving ports 121 and 122, and a lower pipe receiving port (12
The upper end of the lower vertical pipe 21 is inserted in 1), and the lower end of the upper vertical pipe 22 is inserted in the upper pipe receiving port (122).

【0022】鍔11は、その上下両面が、上方又は下方
垂直管21、22のいずれの管端面とも隙間なく当接可
能とされ、その一方の面に止水リング(図1では上方止
水リング132)が装着されている。止水リングの装着
は、本例に限らず、図2のように他の面のみに装着され
ていても、図3のように両側の面に装着されていても、
図4のように装着されていなくても良い。
The upper and lower surfaces of the collar 11 can be brought into contact with any of the upper or lower vertical pipes 21 and 22 without a gap, and a water stop ring (the upper water stop ring in FIG. 1) can be attached to one of the faces. 132) is installed. The mounting of the water stop ring is not limited to this example, and may be mounted only on the other surface as shown in FIG. 2 or on both sides as shown in FIG.
It may not be attached as shown in FIG.

【0023】鍔11は、継手10の製作時に同時に形成
されており継手10と一体となっているが、異なる材料
であっても構わない。例えば一例として、図4に示され
るように止水リングを用いない場合には、鍔11自体を
ゴム等弾性体で製造し、これを継手10内の所定の位置
に固定すれば良い。また、このときには、鍔11の上下
両面にその中央部に円周方向に沿って凸状畦111、1
12を設け、これを止水リングの代用とされても良い。
The collar 11 is formed at the same time when the joint 10 is manufactured and is integral with the joint 10, but different materials may be used. For example, as shown in FIG. 4, when the water stop ring is not used as shown in FIG. 4, the collar 11 itself may be made of an elastic material such as rubber and fixed at a predetermined position in the joint 10. At this time, convex ridges 111, 1 are formed on the upper and lower surfaces of the collar 11 along the circumferential direction at the center thereof.
12 may be provided and this may be used as a substitute for the water stop ring.

【0024】止水リング131,132は、その断面が
円形である一般的な物が多く適用されるが、断面が楕円
形、矩形、台形、又はその他の形状であっても構わな
い。いずれの形状であっても、止水リング131、13
2と鍔11と、又は上方又は下方垂直管21,22の管
端面とは、止水リング131、132の全長に渡って均
一に当接していることが必要である。鍔11の上下両側
面は、上述の通り、上方及び下方垂直管21、22の管
端面にそれぞれ均一に当接するようにされているので、
止水リング131、132が均一に当接していなけれ
ば、継手101の管軸と垂直管21,22の管軸とがず
れてしまうからである。
The water blocking rings 131 and 132 are generally made of a general one having a circular cross section, but may have an elliptical, rectangular, trapezoidal or other cross section. Regardless of the shape, the water stop rings 131, 13
It is necessary that 2 and the collar 11 or the pipe end faces of the upper or lower vertical pipes 21 and 22 are in uniform contact with each other over the entire length of the water blocking rings 131 and 132. As described above, the upper and lower side surfaces of the collar 11 are configured to uniformly abut the tube end surfaces of the upper and lower vertical tubes 21 and 22, respectively.
This is because the pipe axis of the joint 101 and the pipe axes of the vertical pipes 21 and 22 will be displaced unless the water blocking rings 131 and 132 are in uniform contact with each other.

【0025】鍔11及び止水リング131、132は、
上方垂直管22が下方に押された際、圧縮力を受けて変
形し、止水性能が発現する。圧縮されることにより、鍔
11、止水リング131、132共に管内側方向に突出
するように変形するが、管路内に突出して管路内周面が
平滑でなくなるようにすることは望ましくないので、突
出しない又は突出量は最小限とされなければならない。
The collar 11 and the water stop rings 131 and 132 are
When the upper vertical pipe 22 is pushed downward, the upper vertical pipe 22 is deformed by receiving a compressive force, and the water stop performance is exhibited. When compressed, both the collar 11 and the water stop rings 131 and 132 are deformed so as to project inward in the pipe, but it is not desirable to project into the pipe so that the inner peripheral surface of the pipe is not smooth. Therefore, no protrusion or the amount of protrusion must be minimized.

【0026】従って、鍔11及び止水リング131、1
32の内径は、それぞれの材質、上方に積み重ねられる
垂直管の合計重量、垂直管を流下する下水等の水量、垂
直管の管端面の面圧、止水リングの断面形状等を勘案し
て、それらの変形量を個々に推定し、現場に応じて適宜
選択して決定されれば良い。
Therefore, the collar 11 and the water stop rings 131, 1
The inner diameter of 32 takes into consideration the respective materials, the total weight of the vertical pipes stacked above, the amount of sewage flowing down the vertical pipes, the surface pressure of the pipe end face of the vertical pipes, the cross-sectional shape of the water stop ring, etc. These deformation amounts may be individually estimated and appropriately selected and determined according to the site.

【0027】図5は、鍔11の中央部に円周方向に沿っ
て止水リング131、132が嵌合可能な凹溝113、
114が設けられている一例の断面図である。この場合
では、上方垂直管22が下方に押された際に、止水リン
グ131、132が凹溝113,114に押し込まれる
ので止水が完全になり、かつ止水リング131、132
が変形してもその位置がずれないので、管軸がずれるこ
とがない。但し、凹溝113、114は、変形した止水
リング131、132を完全に格納可能な形状と大きさ
でなければならないことは言うまでもない。
FIG. 5 shows a recessed groove 113 into which water stop rings 131 and 132 can be fitted in the central portion of the collar 11 along the circumferential direction.
It is a sectional view of an example in which 114 is provided. In this case, when the upper vertical pipe 22 is pushed downward, the water stop rings 131 and 132 are pushed into the concave grooves 113 and 114, so that the water stop is completely completed, and the water stop rings 131 and 132 are completed.
Even if it is deformed, its position does not shift, so the tube axis does not shift. However, it goes without saying that the concave grooves 113 and 114 must have a shape and a size that can completely store the deformed water blocking rings 131 and 132.

【0028】またこの場合の鍔11の材質は硬質な材料
であっても弾性を有する材料であっても良いが、弾性を
有する材料である場合は、鍔11自体が変形しても、変
形部が管路内に突出しないようにされていなければなら
ないことは、上述の通りである。
Further, in this case, the material of the collar 11 may be a hard material or an elastic material, but in the case of an elastic material, even if the collar 11 itself deforms, the deformed portion As described above, it must be designed so as not to project into the conduit.

【0029】止水リング131、132が嵌合可能な凹
溝113、114は、鍔11の上下両面に設けられてい
ても、鍔11の片面のみに設けられていても良く、片面
のみに設けられる場合には、その反対面には止水リング
が用いられても用いられなくても良い。止水リングが用
いられない場合は、鍔部11は弾性を有する材料で製作
されていなければならないことは言うまでもない。な
お、図5に例示した以外の、上述のように凹溝が設けら
れている場合は、その止水や接続の構造は図5から容易
に類推できるので、例示していない。
The recessed grooves 113 and 114 into which the water stop rings 131 and 132 can be fitted may be provided on both upper and lower surfaces of the collar 11, or may be provided on only one side of the collar 11, or only on one side. If so, a water stop ring may or may not be used on the opposite side. It goes without saying that when the water stop ring is not used, the collar portion 11 must be made of an elastic material. In addition, in the case where the groove is provided as described above, other than the example illustrated in FIG. 5, the structure of the water stop and the connection can be easily inferred from FIG. 5, and is not illustrated.

【0030】継手10の管受け口121,122は、図
6に上方管受け口122の場合を示すように、その入口
近傍の一部が、端部方向に向かって僅かに拡径するテー
パー面1221とされていても良い。この場合では、上
方垂直管22の管端部が継手の管受け口122の入口テ
ーパー面1221に沿って挿入し易く、かつ挿入後はテ
ーパーがないので、垂直管22の管軸と継手10の管軸
とがずれない。
As shown in the case of the upper pipe receiving port 122 in FIG. 6, the pipe receiving ports 121 and 122 of the joint 10 have a tapered surface 1221 in which a part of the vicinity of the inlet is slightly expanded toward the end. It may be done. In this case, since the pipe end portion of the upper vertical pipe 22 is easily inserted along the inlet tapered surface 1221 of the pipe receiving port 122 of the joint, and there is no taper after the insertion, the pipe axis of the vertical pipe 22 and the pipe of the joint 10 are not formed. The axis does not shift.

【0031】[0031]

【発明の効果】以上の通りであるから、本発明の垂直方
向の管接続部構造は、特に大口径のFRPM製垂直下水
管を人孔内に設置する場合に、上方垂直管と下方垂直管
との接続箇所において、互いの管軸同士がジグザグに折
れて設置されてしまうことがなく、かつ止水性に優れた
垂直方向の管接続部構造となるのである。
As described above, the vertical pipe connecting portion structure of the present invention has an upper vertical pipe and a lower vertical pipe, especially when a large-diameter FRPM vertical sewer pipe is installed in a human hole. Therefore, the pipe axis of each pipe is not bent and installed in a zigzag manner at the connection point with the pipe connection part in the vertical direction, which is excellent in waterproofness.

【図面の簡単な説明】[Brief description of drawings]

【図1】止水リングが上方垂直管と鍔との間にのみ装着
されている一例を示す半断面図である。
FIG. 1 is a half sectional view showing an example in which a water stop ring is mounted only between an upper vertical pipe and a collar.

【図2】止水リングが下方垂直管と鍔との間にのみ装着
されている一例を示す半断面図である。
FIG. 2 is a half sectional view showing an example in which a water stop ring is mounted only between a lower vertical pipe and a collar.

【図3】止水リングが上方垂直管と鍔との間及び下方垂
直管と鍔との間の両方に装着されている一例を示す半断
面図である。
FIG. 3 is a half cross-sectional view showing an example in which water stop rings are mounted both between an upper vertical pipe and a collar and between a lower vertical pipe and a collar.

【図4】止水リングが装着されていない一例を示す半断
面図である。
FIG. 4 is a half sectional view showing an example in which a water stop ring is not attached.

【図5】鍔中央部に円周方向に沿って止水リングが嵌合
可能な凹溝が設けられている一例の半断面図である。
FIG. 5 is a half cross-sectional view of an example in which a recessed groove into which a water stop ring can be fitted is provided along the circumferential direction in a central portion of a collar.

【図6】継手管受け口の構造の一例の一部を示す断面図
である。
FIG. 6 is a cross-sectional view showing a part of an example of the structure of a joint pipe receiving port.

【符号の説明】[Explanation of symbols]

10 円筒状継手 11 鍔 111 鍔下部凸状畦 112 鍔上部凸状畦 113 鍔下部凹溝 114 鍔上部凹溝 121 下方管受け口 122 上方管受け口 1221 テーパー面 131 下方止水リング 132 上方止水リング 21 下方垂直管 22 上方垂直管 10 Cylindrical joint 11 Tsuba 111 Collar lower convex ridge 112 Tsuba upper convex ridge 113 Lower collar groove 114 Collar upper groove 121 Lower pipe port 122 Upper pipe port 1221 tapered surface 131 Lower water stop ring 132 Upper water stop ring 21 Downward vertical tube 22 Upper vertical tube

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】下方に配置された下方垂直管の上端部に、
上方垂直管の下端部を接続して管路となす垂直方向の管
接続部構造であって、両端部が管受け口とされ中央部内
側に上記上端部の端面及び下端部の端面のいずれの端面
にも当接可能な輪状の鍔が突設された円筒状の継手の鍔
の上面又は下面の少なくとも一方の面に止水リングが装
着され、下方垂直管の上端部に上記継手の一方の管受け
口が装入されて、上記下方垂直管上端部の管端面が継手
の鍔部又は鍔部に装着された止水リングに当接し、上方
垂直管の下端部が上記継手の他方の管受け口に挿入され
て、上記上方垂直管下端部の管端面が継手の鍔部に装着
された止水リング又は鍔部に当接し、上方垂直管を下方
に押すことで、鍔部が、上方垂直管の下端部の端面と下
方垂直管の上端部の端面とで圧縮される、又は鍔部に装
着された止水リングが、上方垂直管の下端部の端面と鍔
とで、又は下方垂直管の上端部の端面と鍔とで圧縮され
ることを特徴とする垂直方向の管接続部構造。
1. An upper end portion of a lower vertical pipe arranged below,
It is a vertical pipe connecting portion structure that connects the lower end of the upper vertical pipe to a pipe line, and both ends are pipe receiving ports, and either end face of the upper end or the end face of the lower end is inside the central part. Also has a ring-shaped flange that can abut on at least one surface of the upper surface or the lower surface of the flange of the cylindrical joint, and a water stop ring is attached to the upper end of the lower vertical pipe. The receiving end is inserted, the pipe end surface of the upper end of the lower vertical pipe comes into contact with the flange of the joint or the water stop ring attached to the flange, and the lower end of the upper vertical pipe is connected to the other pipe receiving end of the joint. When inserted, the pipe end surface of the lower end portion of the upper vertical pipe comes into contact with the water stop ring or the collar portion mounted on the collar portion of the joint, and the upper vertical pipe is pushed downward, so that the collar portion becomes the upper vertical pipe. A water blocking phosphorus that is compressed by the end face of the lower end and the end face of the upper end of the lower vertical pipe, or is attached to the collar part. But at the end surface and the flange of the lower end of the upper vertical pipe, or vertical direction of the pipe connection portion structure, characterized in that it is compressed between the end surface and the flange of the upper end of the lower vertical pipe.
【請求項2】上記円筒状の継手が、鍔の上面又は下面の
少なくとも一方の面中央部に、円周方向に沿って凹溝が
設けられた継手とされ、下方垂直管の上端管端面又は上
方垂直管の下端管端面の少なくとも一方の管端面に、上
記凹溝に嵌合する止水リングが装着され、下方垂直管の
上端部に上記継手の下方管受け口が装入され、上方垂直
管の下端部が上記継手の上方管受け口に挿入され、上方
垂直管を下方に押すことで、止水リングが上記凹溝に嵌
合することを特徴とする請求項1記載の垂直方向の管接
続部構造。
2. The cylindrical joint is a joint in which a groove is provided along the circumferential direction at the center of at least one of the upper surface and the lower surface of the flange, and the upper end pipe end surface of the lower vertical pipe or At least one of the lower end pipe end faces of the upper vertical pipe is fitted with a water stop ring that fits in the groove, and the lower vertical pipe upper end is fitted with the lower pipe receiving port of the joint. 2. The vertical pipe connection according to claim 1, wherein a lower end portion of the pipe is inserted into an upper pipe receiving port of the joint, and a water blocking ring is fitted into the concave groove by pushing an upper vertical pipe downward. Part structure.
JP2001265843A 2001-09-03 2001-09-03 Vertical pipe connection method Expired - Fee Related JP5129912B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001265843A JP5129912B2 (en) 2001-09-03 2001-09-03 Vertical pipe connection method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001265843A JP5129912B2 (en) 2001-09-03 2001-09-03 Vertical pipe connection method

Publications (2)

Publication Number Publication Date
JP2003074748A true JP2003074748A (en) 2003-03-12
JP5129912B2 JP5129912B2 (en) 2013-01-30

Family

ID=19092248

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001265843A Expired - Fee Related JP5129912B2 (en) 2001-09-03 2001-09-03 Vertical pipe connection method

Country Status (1)

Country Link
JP (1) JP5129912B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10731776B2 (en) 2017-02-02 2020-08-04 Victaulic Company Mechanical coupling for mechanical and structural tubing

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60195372U (en) * 1984-06-04 1985-12-26 豊田 襄 Leakage prevention structure for concrete product joints
JPH01269787A (en) * 1988-04-19 1989-10-27 Sekisui Chem Co Ltd Pipe joint seal member
JPH0630974A (en) * 1992-07-14 1994-02-08 Otsuka Pharmaceut Factory Inc Container for freeze-dried substance
JPH0976356A (en) * 1995-09-13 1997-03-25 Kokan Drum Kk Reinforced plastic container
JPH1089564A (en) * 1996-09-17 1998-04-10 Kubota Corp Pipe joint
JPH10212732A (en) * 1997-01-31 1998-08-11 Toyo Tire & Rubber Co Ltd Flexible joint for manhole structure and manhole structure
JPH111932A (en) * 1997-06-12 1999-01-06 Toyo Tire & Rubber Co Ltd Manhole structure, and sliding joint therefor
JPH1150482A (en) * 1997-08-07 1999-02-23 Toyo Tire & Rubber Co Ltd Manhole structural body flexible joint and manhole structural body
JPH11132121A (en) * 1997-10-29 1999-05-18 Kawasaki Heavy Ind Ltd Intake manifold for v type two cylinder engine
JPH11238767A (en) * 1998-02-19 1999-08-31 Tokyo Electron Ltd Aligner for wafer and contactor
JP2000009289A (en) * 1998-06-22 2000-01-11 Sumitomo Metal Ind Ltd Pipe end corrosion prevention core

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60195372U (en) * 1984-06-04 1985-12-26 豊田 襄 Leakage prevention structure for concrete product joints
JPH01269787A (en) * 1988-04-19 1989-10-27 Sekisui Chem Co Ltd Pipe joint seal member
JPH0630974A (en) * 1992-07-14 1994-02-08 Otsuka Pharmaceut Factory Inc Container for freeze-dried substance
JPH0976356A (en) * 1995-09-13 1997-03-25 Kokan Drum Kk Reinforced plastic container
JPH1089564A (en) * 1996-09-17 1998-04-10 Kubota Corp Pipe joint
JPH10212732A (en) * 1997-01-31 1998-08-11 Toyo Tire & Rubber Co Ltd Flexible joint for manhole structure and manhole structure
JPH111932A (en) * 1997-06-12 1999-01-06 Toyo Tire & Rubber Co Ltd Manhole structure, and sliding joint therefor
JPH1150482A (en) * 1997-08-07 1999-02-23 Toyo Tire & Rubber Co Ltd Manhole structural body flexible joint and manhole structural body
JPH11132121A (en) * 1997-10-29 1999-05-18 Kawasaki Heavy Ind Ltd Intake manifold for v type two cylinder engine
JPH11238767A (en) * 1998-02-19 1999-08-31 Tokyo Electron Ltd Aligner for wafer and contactor
JP2000009289A (en) * 1998-06-22 2000-01-11 Sumitomo Metal Ind Ltd Pipe end corrosion prevention core

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10731776B2 (en) 2017-02-02 2020-08-04 Victaulic Company Mechanical coupling for mechanical and structural tubing

Also Published As

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