JP3466571B2 - Connection structure between underground buried frame and pipe - Google Patents

Connection structure between underground buried frame and pipe

Info

Publication number
JP3466571B2
JP3466571B2 JP2001000778A JP2001000778A JP3466571B2 JP 3466571 B2 JP3466571 B2 JP 3466571B2 JP 2001000778 A JP2001000778 A JP 2001000778A JP 2001000778 A JP2001000778 A JP 2001000778A JP 3466571 B2 JP3466571 B2 JP 3466571B2
Authority
JP
Japan
Prior art keywords
pipe
outflow
inflow
collar
peripheral surface
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
Application number
JP2001000778A
Other languages
Japanese (ja)
Other versions
JP2002206272A (en
Inventor
利之 米津
和彦 今橋
嘉宏 岡野
孝 清水
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.)
Nippon Chutetsukan KK
Original Assignee
Nippon Chutetsukan 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 Nippon Chutetsukan KK filed Critical Nippon Chutetsukan KK
Priority to JP2001000778A priority Critical patent/JP3466571B2/en
Publication of JP2002206272A publication Critical patent/JP2002206272A/en
Application granted granted Critical
Publication of JP3466571B2 publication Critical patent/JP3466571B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Joints Allowing Movement (AREA)

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】この発明は、下水道の汚水、
雨水等の排水管系統の流入側と流出側との接続に用いる
マンホール、枡類等の地下埋設躯体と、下水、雨水等の
流出入用管体との接続構造、特に、地下埋設躯体と管体
との接続角度の許容度を大きくとれることから、管体の
接続作業が容易に行なえると共に、施工後の地盤変動に
追従できる、地下埋設躯体と管体との接続構造に関する
ものである。
TECHNICAL FIELD The present invention relates to sewer sewage,
Connection structure between underground skeletons such as manholes and cells used for connecting the inflow side and outflow side of drainage system for rainwater etc. and pipes for inflow and outflow of sewage, rainwater, etc., especially underground skeletons and pipes The present invention relates to a connection structure between an underground buried structure and a pipe, which can easily perform the connection work of the pipe because the tolerance of the connection angle with the body can be made large and can follow the ground movement after construction.

【0002】[0002]

【従来の技術】従来、下水、雨水等の管体同士を接続す
る一つの手段として、例えば、JSWAS K−11
(下水道用レジンコンクリート管の付属書)に規定され
ているカラーが使用される。
2. Description of the Related Art Conventionally, as one means for connecting pipes such as sewage and rainwater, for example, JSWAS K-11.
The color specified in (Attachment of resin concrete pipe for sewer) is used.

【0003】図5示すように、この管接続用カラー11
4は、円筒形状のカラー本体115と、カラー本体11
5の端部内周面にゴム輪押え116によって固定された
一対のゴム輪117と、カラー本体115の内周面の軸
線方向中央部に突設された挿入位置決め用環状ストッパ
ー118とからなっていて、後述する管体113同士を
互いに接続するものである。
As shown in FIG. 5, this pipe connecting collar 11 is used.
4 is a cylindrical color main body 115 and a color main body 11
5, a pair of rubber rings 117 fixed to the inner peripheral surface of the end portion of the collar 5 by a rubber ring retainer 116, and an insertion positioning annular stopper 118 projecting from the central portion of the inner peripheral surface of the collar body 115 in the axial direction. The pipe bodies 113 to be described later are connected to each other.

【0004】なお、地下埋設躯体とは、下水、雨水等の
流出入用管体内の点検等のために、地上から人や各種機
材の出入りを可能にする立孔状の構造物をいう。
The underground buried skeleton means a vertical structure which allows people and various equipment to enter and exit from the ground for inspection of the inflow and outflow pipes of sewage, rainwater and the like.

【0005】このカラーを使用して地下埋設躯体に管体
を接続した場合の従来接続構造を、図面を参照しながら
説明する。
A conventional connecting structure in which a pipe is connected to an underground buried structure using this collar will be described with reference to the drawings.

【0006】図6は、カラーを使用して地下埋設躯体に
管体を接続した場合の従来接続構造を示す斜視図、図7
は、カラーを使用して地下埋設躯体に管体を接続した場
合の従来接続構造を示す断面図である。
FIG. 6 is a perspective view showing a conventional connecting structure in the case where a pipe is connected to an underground buried structure using a collar, FIG.
[Fig. 6] is a cross-sectional view showing a conventional connection structure in the case where a pipe is connected to an underground buried structure using a collar.

【0007】図6および図7において、111は、地下
埋設躯体としてのマンホール、112は、マンホール1
11の下部側面に形成された管接続用短管、113は、
短管112に接続された、短管112と同一外径および
同一内径の管体、114は、管短112および管体11
3の外径より若干大きい内径の図5に示したものと同様
なカラーである。即ち、カラー114は、円筒形状のカ
ラー本体115と、カラー本体115の端部内周面にゴ
ム輪押え116によって固定された一対のゴム輪117
と、カラー本体115の内周面の軸線方向中央部に突設
された挿入位置決め用環状ストッパー118とからなっ
ていて、短管112と管体113とを接続する。
In FIG. 6 and FIG. 7, 111 is a manhole as an underground structure, 112 is a manhole 1.
11 is a short pipe for pipe connection formed on the lower side surface of 11.
A pipe body connected to the short pipe 112 and having the same outer diameter and the same inner diameter as the short pipe 112, and 114 denotes the short pipe 112 and the pipe body 11.
The color is similar to that shown in FIG. 5 with an inner diameter slightly larger than the outer diameter of No. 3. That is, the collar 114 includes a cylindrical collar main body 115 and a pair of rubber rings 117 fixed to the inner peripheral surface of the end of the collar main body 115 by the rubber ring retainer 116.
And a ring-shaped stopper 118 for insertion positioning that is provided at the center of the inner peripheral surface of the collar body 115 in the axial direction, and connects the short pipe 112 and the pipe body 113.

【0008】ゴム輪117の内径は、短管112と管体
113との接続部の水密性を確保するために、短管11
2および管体113の外径より若干小さく形成されてい
て、短管112と管体113とは、ストッパー118を
介して突き合わされて接続される。ストッパー118と
カラー本体115との隅部には、カラー本体115の肉
厚を部分的に厚くすることによって管接続時のガイド1
19が形成されている。
The inner diameter of the rubber ring 117 is such that the short pipe 11 is secured in order to ensure watertightness of the connecting portion between the short pipe 112 and the pipe body 113.
2 and the outer diameter of the tube body 113 are slightly smaller than the outer diameter of the tube body 113, and the short tube 112 and the tube body 113 are butted and connected to each other via a stopper 118. At the corners of the stopper 118 and the collar body 115, the thickness of the collar body 115 is partially increased so that the guide 1 at the time of pipe connection is formed.
19 is formed.

【0009】このように構成されている、従来カラーを
使用して地下埋設躯体に管体を接続した場合の接続構造
によれば、以下のようにして、マンホール111の短管
112に管体113が接続される。
According to the connecting structure in which the pipe body is connected to the underground burying body using the conventional collar, which is constructed as described above, the pipe body 113 is connected to the short pipe 112 of the manhole 111 as follows. Are connected.

【0010】カラー114の一端内にマンホール111
の短管112を挿入して、カラー114を短管112に
装着する。そして、管体113の端部をカラー114の
他端内に挿入する。これによって、マンホール111の
短管112と管体113とがストッパー118を介して
突き合わされて、短管112と管体113とが同心円状
に接続される。短管112と管体113との接続部の水
密性は、ゴム輪117によって確保される。
The manhole 111 is provided in one end of the collar 114.
The short tube 112 is inserted and the collar 114 is attached to the short tube 112. Then, the end of the tubular body 113 is inserted into the other end of the collar 114. As a result, the short pipe 112 of the manhole 111 and the pipe body 113 are butted against each other via the stopper 118, and the short pipe 112 and the pipe body 113 are concentrically connected. The watertightness of the connection between the short pipe 112 and the pipe body 113 is ensured by the rubber ring 117.

【0011】[0011]

【発明が解決しようとする課題】しかしながら、上述し
た接続構造は、以下のような問題を有している。
However, the above-mentioned connection structure has the following problems.

【0012】マンホール111の短管112に管体11
3を傾斜させて接続する場合の接続角度の許容度が小さ
い。即ち、図7に示すように、短管112および管体1
13とカラー114との間の間隔(t1)は極めて狭
い。実際には、カラー114の内周面から突出している
ガイド119に管体113の端部が当接しているので、
間隔(t1)はほとんどない。
The short tube 112 of the manhole 111 is attached to the tubular body 11.
The tolerance of the connection angle in the case where 3 is inclined and connected is small. That is, as shown in FIG. 7, the short tube 112 and the tubular body 1
The distance (t1) between 13 and the collar 114 is very small. Actually, since the end portion of the tube body 113 is in contact with the guide 119 protruding from the inner peripheral surface of the collar 114,
There is almost no interval (t1).

【0013】ガイド119は、自然流下の下水管路にお
いて、管体同士を容易に直線状に接続するためのもので
あって、許容曲げ角度は、前記JSWAS K−11
(下水道用レジンコンクリート管の付属書)によれば、
2.5°と報告されている。このために、平常時には問
題はないが、地震等の際に地盤変動により許容曲げ角度
範囲を超えたような場合には、管体113と短管112
との接続部分が損傷する恐れがある。
The guide 119 is for easily connecting the pipes to each other in a straight line in the sewer line under natural flow, and the allowable bending angle is JSWAS K-11.
According to (Appendix of resin concrete pipe for sewer),
It is reported to be 2.5 °. For this reason, although there is no problem in normal times, if the allowable bending angle range is exceeded due to ground movement during an earthquake, etc., the pipe body 113 and the short pipe 112
The connection part with may be damaged.

【0014】従って、この発明の目的は、下水道の汚
水、雨水等の排水管系統の流入側と流出側との接続に用
いるマンホール、枡類等の地下埋設躯体と、下水、雨水
等の流出入用管体との接続角度の許容度を大きくとれる
ことから、管体の接続作業が容易に行なえると共に、施
工後の地盤変動に追従できることができる、地下埋設躯
体と管体との接続構造を提供することにある。
Accordingly, an object of the present invention is to provide a manhole used for connecting the inflow side and the outflow side of a drainage system such as sewage sewage, rainwater, and the like, and an underground buried skeleton such as cells, and inflow and outflow of sewage, rainwater, etc. Since the tolerance of the connection angle with the pipe body can be taken large, the connection work of the pipe body can be done easily and the connection structure between the underground buried structure and the pipe body that can follow the ground fluctuation after construction To provide.

【0015】[0015]

【課題を解決するための手段】請求項1記載の発明は、
地下埋設躯体の流入側に設けられた、前面が水平方向に
円弧状に湾曲した流入管接続部と、前記流入管接続部に
前記地下埋設躯体と連通して形成された横長孔と、前記
流入管接続部の前面に水平方向にスライド自在に取り付
けられた流入側短管と、前記流入側短管に接続される流
入管とからなり、前記流入側短管は、前記横長孔と合致
する任意の位置で前記流入管接続部に固定可能である、
地下埋設躯体と管体との接続構造において、前記地下埋
設躯体の流出側に設けられた流出側短管と、前記流出側
短管に突き合わされて接続される流出管と、前記流出側
短管と前記流出管とを接続するカラーとからなり、前記
カラーは、カラー本体と、前記流出側短管の外周面に当
接する流出側短管用ゴム輪と、前記流出管の外周面に当
接する流出管用ゴム輪とを有し、前記流出側短管の肉厚
は、前記流出管の肉厚より厚く形成され、前記流出管の
外周面と前記カラーの内周面との間隔は、前記流出管の
外周面と前記カラーの内周面との間隔より広く形成さ
れ、前記カラー本体の内周面の軸線方向中央部には、環
状ストッパーが突設され、前記流出側短管と前記流出管
とは、前記ストッパーを介して突き合わされることに特
徴を有するものである。
The invention according to claim 1 is
An inflow pipe connecting portion, which is provided on the inflow side of the underground burying body and whose front surface is curved in an arc shape in the horizontal direction, a horizontally elongated hole formed in the inflow pipe connecting portion so as to communicate with the underground burying body, and the inflow It is composed of an inflow side short pipe attached to the front surface of the pipe connecting portion so as to be slidable in the horizontal direction, and an inflow pipe connected to the inflow side short pipe, and the inflow side short pipe matches the laterally elongated hole. Can be fixed to the inflow pipe connection portion at,
In the connection structure between the underground structure and the pipe,
Outflow side short pipe provided on the outflow side of the structure, and the outflow side
Outflow pipe that is connected by butting against a short pipe, and the outflow side
Consisting of a collar connecting the short pipe and the outflow pipe,
Make sure that the collar touches the collar body and the outer peripheral surface of the outflow side short pipe.
Contact the rubber ring for the short pipe on the outflow side and the outer peripheral surface of the outflow pipe.
The rubber ring for the outflow pipe that is in contact with the outflow side short pipe
Is formed thicker than the wall thickness of the outflow pipe,
The distance between the outer peripheral surface and the inner peripheral surface of the collar is equal to that of the outflow pipe.
Wider than the space between the outer surface and the inner surface of the collar
At the central portion in the axial direction of the inner peripheral surface of the collar body, a ring
-Shaped stopper is provided so as to project, and the outflow side short pipe and the outflow pipe
Is characterized by being abutted against each other via the stopper .

【0016】請求項2記載の発明は、請求項1記載の発
明において、流出管用ゴム輪は、流出管の外径に応じて
交換可能にカラー本体に取り付けられていることに特徴
を有するものである。
The invention according to claim 2 is the invention according to claim 1.
In Ming, the rubber ring for the outflow pipe depends on the outer diameter of the outflow pipe.
It is characterized in that it is replaceably attached to the collar body .

【0017】請求項3記載の発明は、請求項1または2
記載の発明において、ストッパーの少なくとも流出管側
隅部は、直角に形成されていることに特徴を有するもの
である。
The invention according to claim 3 is the invention according to claim 1 or 2.
In the described invention, at least the outflow pipe side of the stopper
The corners are characterized by being formed at right angles .

【0018】[0018]

【0019】[0019]

【0020】[0020]

【発明の実施の形態】この発明の、地下埋設躯体と管体
との接続構造の一実施態様を、図面を参照しながら説明
する。
BEST MODE FOR CARRYING OUT THE INVENTION One embodiment of a connection structure between an underground buried structure and a pipe according to the present invention will be described with reference to the drawings.

【0021】図1は、この発明の、地下埋設躯体と管体
との接続構造を示す斜視図、図2は、この発明における
流入側短管と地下埋設躯体との取り付け部分を示す断面
図、図3は、この発明における流入側短管と地下埋設躯
体との取り付け部分を示す分解斜視図、図4は、この発
明における流出側短管と地下埋設躯体との取り付け部分
を示す断面図である。
FIG. 1 is a perspective view showing a connecting structure between an underground burying body and a pipe body according to the present invention, and FIG. 2 is a sectional view showing a mounting portion between an inflow side short pipe and an underground burying body body according to the present invention, FIG. 3 is an exploded perspective view showing a mounting portion of the inflow side short pipe and the underground buried structure in the present invention, and FIG. 4 is a sectional view showing a mounting portion of the outflow side short pipe and the underground buried structure in the present invention. .

【0022】図1から図4において、1は、地下埋設躯
体としてのマンホール、2は、マンホール1の下部側面
の流入側に設けられた、前面(S)が外方水平方向に円
弧状に湾曲した流入管接続部、3は、流入管接続部2に
形成された、マンホール1と連通する横長孔である。横
長孔3の短辺側寸法(H)は、後述する流入側短管の内
径と等しい。4は、流入管接続部2の前面(S)に水平
方向にスライド自在に取り付けられた流入側短管、5
は、流入側短管4に接続される流入管である。流入側短
管4は、横長孔3と合致する範囲内での任意の位置で流
入管接続部2に固定可能である。
In FIGS. 1 to 4, 1 is a manhole as an underground structure, and 2 is a front surface (S) provided on the inflow side of the lower side surface of the manhole 1, and the front surface (S) is curved in an outward horizontal arc shape. The inflow pipe connecting portion 3 is a horizontally elongated hole formed in the inflow pipe connecting portion 2 and communicating with the manhole 1. The dimension (H) on the short side of the horizontally long hole 3 is equal to the inner diameter of the inflow side short tube described later. Reference numeral 4 denotes an inflow side short pipe which is slidably attached to the front surface (S) of the inflow pipe connecting portion 2 in a horizontal direction.
Is an inflow pipe connected to the inflow side short pipe 4. The inflow side short pipe 4 can be fixed to the inflow pipe connecting portion 2 at an arbitrary position within a range matching the laterally long hole 3.

【0023】以下、図2および図3を参照しながら、流
入側短管4の流入管接続部2への取り付け態様を説明す
る。
The manner of attaching the inflow side short pipe 4 to the inflow pipe connecting portion 2 will be described below with reference to FIGS. 2 and 3.

【0024】図2および図3に示すように、流入管接続
部2の前面(S)には、上下に間隔をあけて水平に溝形
レール6が埋め込まれていて、流入側短管4は、そのフ
ランジ4Aがレール6内に挿入される角形ナット7、ね
じ棒8および六角ナット9を介してレール6に固定され
る。流入側短管4のフランジ4Aと流入管接続部2の前
面(S)との水密性は、フランジ4Aに設けられたゴム
輪10によって確保され、流入側短管4とこれに挿入さ
れる流入管5との水密性は、ゴム輪押え11により流入
側短管4の端部に固定されるゴム輪12によって確保さ
れる。
As shown in FIGS. 2 and 3, on the front surface (S) of the inflow pipe connecting portion 2, horizontally grooved rails 6 are vertically spaced from each other, and the inflow side short pipe 4 is The flange 4A is fixed to the rail 6 via a square nut 7, a screw rod 8 and a hexagon nut 9 which are inserted into the rail 6. Watertightness between the flange 4A of the inflow side short pipe 4 and the front surface (S) of the inflow pipe connecting portion 2 is ensured by the rubber ring 10 provided on the flange 4A, and the inflow side short pipe 4 and the inflow to be inserted therein. Watertightness with the pipe 5 is ensured by the rubber ring 12 fixed to the end of the inflow side short pipe 4 by the rubber ring retainer 11.

【0025】流入側短管4の取り付け位置を変えるに
は、六角ナット9を緩め、流入側短管4を角形ナット7
と共に、レール6に沿って移動させ、流入側短管4と流
入管5とが合致する所定位置で流入管接続部2と固定す
るために六角ナット9を締めれば良い。
To change the mounting position of the inflow side short pipe 4, loosen the hexagon nut 9 and attach the inflow side short pipe 4 to the square nut 7.
At the same time, the hexagon nut 9 may be tightened in order to move it along the rail 6 and fix it to the inflow pipe connecting portion 2 at a predetermined position where the inflow side short pipe 4 and the inflow pipe 5 coincide with each other.

【0026】流入側短管4の取り付け角度の調整範囲
は、横長孔3の長辺側寸法(L)と流入側短管4の直径
寸法との差の長さ分であり、この範囲内において、マン
ホール1に対して流入管5の水平方向の取り付け角度を
自在に選択することが可能となる。
The adjusting range of the attachment angle of the inflow side short pipe 4 is the length of the difference between the long side dimension (L) of the laterally elongated hole 3 and the diameter size of the inflow side short pipe 4, and within this range. It is possible to freely select the horizontal mounting angle of the inflow pipe 5 with respect to the manhole 1.

【0027】13は、マンホール1の下部側面の流出側
に設けられた流出管側短管、14は、流出管側短管13
に後述するカラーを介して接続された、流出管側短管1
3と同一内径の流出管である。流出管側短管13の肉厚
は、流出管14の肉厚より厚く形成されている。従っ
て、図4に示すように、流出管14の外周面と前記カラ
ーの内周面との間隔(t2)は、流出管側短管13の外
周面とカラーの内周面との間隔(t3)より広く形成さ
れている。
Reference numeral 13 is an outflow pipe side short pipe provided on the outflow side of the lower side surface of the manhole 1, and 14 is an outflow pipe side short pipe 13.
Outlet pipe side short pipe 1 connected via a collar described later in
It is an outflow pipe having the same inner diameter as 3. The wall thickness of the outflow pipe side short pipe 13 is formed to be thicker than the wall thickness of the outflow pipe 14. Therefore, as shown in FIG. 4, the distance (t2) between the outer peripheral surface of the outflow pipe 14 and the inner peripheral surface of the collar is the distance (t3) between the outer peripheral surface of the outflow pipe side short pipe 13 and the inner peripheral surface of the collar. ) Wider formed.

【0028】15は、流出管側短管13および流出管1
4の外径より大きい内径のカラーであり、流出管側短管
13と流出管14とを接続する。カラー15は、円筒形
状のカラー本体16と、流出管側短管13の外周面に当
接する短管側ゴム輪17と、流出管14の外周面に当接
する流出管側ゴム輪18とからなっている。両ゴム輪1
7および18は、カラー本体16の端部内周面にゴム輪
押え19によって固定されている。短管側ゴム輪17の
内径は、流出管側短管13の外径より若干小さく形成さ
れ、流出管側ゴム輪18の内径は、流出管14の外径よ
り若干小さく形成されている。これによって、短管側ゴ
ム輪17と流出管側短管13との接続部の水密性を確保
している。
Reference numeral 15 denotes the outflow pipe side short pipe 13 and the outflow pipe 1.
The collar has an inner diameter larger than the outer diameter of 4, and connects the outflow pipe side short pipe 13 and the outflow pipe 14. The collar 15 includes a cylindrical collar body 16, a short tube side rubber ring 17 that contacts the outer peripheral surface of the outflow tube side short tube 13, and an outflow tube side rubber ring 18 that contacts the outer peripheral surface of the outflow tube 14. ing. Both rubber rings 1
7 and 18 are fixed to the inner peripheral surface of the end of the collar body 16 by a rubber ring retainer 19. The inner diameter of the short pipe side rubber ring 17 is formed slightly smaller than the outer diameter of the outflow pipe side short pipe 13, and the inner diameter of the outflow pipe side rubber ring 18 is formed slightly smaller than the outer diameter of the outflow pipe 14. As a result, the watertightness of the connecting portion between the short pipe side rubber ring 17 and the outflow pipe side short pipe 13 is secured.

【0029】なお、カラー15は、流出管14の外径に
応じて流出管側ゴム輪18を交換するだけで、既存のカ
ラー、即ち、上述したJSWAS K−11により規定
されたカラーをそのまま使用することができる。
As for the collar 15, the existing collar, that is, the collar defined by the above-mentioned JSWAS K-11 is used as it is, only by changing the rubber ring 18 on the outlet pipe side according to the outer diameter of the outlet pipe 14. can do.

【0030】カラー本体16の内周面の軸線方向中央部
には、挿入位置決め用環状ストッパー20が突設され、
流出管側短管13と流出管14とは、環状ストッパー2
0を介して突き合わされて接続される。ストッパー20
とカラー本体16との隅部は、流出管14の接続角度の
許容度を大きくするために直角に形成されている。
A ring-shaped stopper 20 for insertion positioning is projectingly provided at the center of the inner peripheral surface of the collar body 16 in the axial direction.
The outflow pipe side short pipe 13 and the outflow pipe 14 are annular stoppers 2
They are connected to each other through 0. Stopper 20
The corner between the collar body 16 and the collar body 16 is formed at a right angle to increase the tolerance of the connection angle of the outflow pipe 14.

【0031】マンホール1に流出管14を接続するに
は、カラー15の一端内にマンホール1の流出管側短管
13を挿入して、カラー15を流出管側短管13に装着
する。そして、流出管14の端部をカラー15の他端内
に挿入する。これによって、流出管側短管13と流出管
14とがストッパー20を介して突き合わされて、流出
管側短管13と流出管14とが同心円状に接続される。
流出管側短管13と流出管14との接続部の水密性は、
ゴム輪17および18によって確保される。
To connect the outflow pipe 14 to the manhole 1, the outflow pipe side short pipe 13 of the manhole 1 is inserted into one end of the collar 15, and the collar 15 is attached to the outflow pipe side short pipe 13. Then, the end of the outflow pipe 14 is inserted into the other end of the collar 15. As a result, the outflow pipe side short pipe 13 and the outflow pipe 14 are abutted against each other via the stopper 20, and the outflow pipe side short pipe 13 and the outflow pipe 14 are concentrically connected.
The watertightness of the connection between the outflow pipe side short pipe 13 and the outflow pipe 14 is
Secured by the rubber rings 17 and 18.

【0032】流出管14を流出管側短管13に対して傾
斜させて接続する場合には、図4に示すように、流出管
14の外周面とカラー15の内周面との間隔(t2)が
広く形成されているので、流出管14の接続角度(θ)
を大きくとることができる。この場合、流出管14が傾
斜しても、傾斜に追従して流出管側ゴム輪18が変形す
るので、水密性は十分に確保される。また、流出管14
の接続角度(θ)の許容度は、ストッパー20とカラー
本体16との隅部が直角に形成されていることによっ
て、更に広がる。
When the outflow pipe 14 is connected to the outflow pipe side short pipe 13 while being inclined, as shown in FIG. 4, the distance (t2) between the outer peripheral surface of the outflow pipe 14 and the inner peripheral surface of the collar 15 is set. ) Is formed widely, the connection angle (θ) of the outflow pipe 14 is
Can be large. In this case, even if the outflow pipe 14 is inclined, the outflow pipe-side rubber ring 18 is deformed following the inclination, so that sufficient water tightness is ensured. In addition, the outflow pipe 14
The tolerance of the connection angle (θ) is further widened by forming the corners of the stopper 20 and the collar body 16 at right angles.

【0033】なお、以上は、流入管側をレールに沿って
水平方向にスライド可能にし、流出管側をカラーを介し
て接続したものであるが、流出管側をレールに沿って水
平方向にスライド可能にし、流入管側をカラーを介して
接続するようにしても良い。
In the above description, the inflow pipe side is slidable horizontally along the rail, and the outflow pipe side is connected via the collar. The outflow pipe side is slid horizontally along the rail. Alternatively, the inlet pipe side may be connected via a collar.

【0034】[0034]

【発明の効果】以上説明したように、この発明によれ
ば、地下埋設躯体と流入管および流出管との接続角度の
許容度を大きくすることができるので、管体の接続作業
が容易に行なえると共に、施工後の地盤変動に追従でき
るといった有用な効果がもたらされる。
As described above, according to the present invention, it is possible to increase the tolerance of the connection angle between the underground buried structure and the inflow pipe and the outflow pipe, so that the pipe connection work can be easily performed. In addition, it has a useful effect of being able to follow ground changes after construction.

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

【図1】この発明の、地下埋設躯体と管体との接続構造
を示す斜視図である。
FIG. 1 is a perspective view showing a connection structure between an underground buried structure and a pipe according to the present invention.

【図2】この発明における流入側短管と地下埋設躯体と
の取り付け部分を示す断面図である。
FIG. 2 is a cross-sectional view showing a mounting portion of an inflow side short pipe and an underground buried structure in the present invention.

【図3】この発明における流入側短管と地下埋設躯体と
の取り付け部分を示す分解斜視図である。
FIG. 3 is an exploded perspective view showing a mounting portion of an inflow side short pipe and an underground burying body in the present invention.

【図4】この発明における流出側短管と地下埋設躯体と
の取り付け部分を示す断面図である。
FIG. 4 is a cross-sectional view showing a portion where the short pipe on the outflow side and the underground structure are attached in the present invention.

【図5】従来のカラーを示す断面図である。FIG. 5 is a cross-sectional view showing a conventional collar.

【図6】カラーを使用して地下埋設躯体に管体を接続し
た場合の従来接続構造を示す斜視図である。
FIG. 6 is a perspective view showing a conventional connection structure in the case where a pipe is connected to an underground structure by using a collar.

【図7】カラーを使用して地下埋設躯体に管体を接続し
た場合の従来接続構造を示す断面図である。
FIG. 7 is a cross-sectional view showing a conventional connection structure in the case where a pipe is connected to an underground structure by using a collar.

【符号の説明】[Explanation of symbols]

1:マンホール 2:流入管接続部 3:横長孔 4:流入側短管 4A:フランジ 5:流入管 6:レール 7:角形ナット 8:ねじ棒 9:六角ナット 10:ゴム輪 11:ゴム輪押え 12:ゴム輪 13:流出側短管 14:流出管 15:カラー 16:カラー本体 17:短管側ゴム輪 18:流出管側ゴム輪 19:ゴム輪押え 20:ストッパー 111:マンホール 112:短管 113:管体 114:カラー 115:カラー本体 116:ゴム輪押え 117:ゴム輪 118:ストッパー 119:ガイド 1: Manhole 2: Inflow pipe connection 3: Horizontal hole 4: Inflow side short pipe 4A: Flange 5: Inflow pipe 6: Rail 7: Square nut 8: Threaded rod 9: Hexagon nut 10: Rubber ring 11: Rubber ring retainer 12: Rubber ring 13: Outflow side short pipe 14: Outflow pipe 15: Color 16: Color body 17: Rubber ring on the short pipe side 18: Rubber ring on outflow pipe side 19: Rubber ring retainer 20: Stopper 111: Manhole 112: Short tube 113: tubular body 114: Color 115: Color body 116: Rubber ring retainer 117: Rubber ring 118: Stopper 119: Guide

───────────────────────────────────────────────────── フロントページの続き (72)発明者 清水 孝 東京都千代田区内神田1丁目8番1号 日本鋳鉄管株式会社内 (56)参考文献 特開 平9−4038(JP,A) 実開 昭61−68189(JP,U) (58)調査した分野(Int.Cl.7,DB名) E03F 5/02 F16L 27/02 E02D 29/12 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Takashi Shimizu Inventor Takashi Shimizu 1-8-1 Kanda, Chiyoda-ku, Tokyo Inside Nippon Cast Iron Pipe Co., Ltd. (56) References JP-A-9-4038 (JP, A) SHO 61-68189 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) E03F 5/02 F16L 27/02 E02D 29/12

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地下埋設躯体の流入側に設けられた、前
面が水平方向に円弧状に湾曲した流入管接続部と、前記
流入管接続部に前記地下埋設躯体と連通して形成された
横長孔と、前記流入管接続部の前面に水平方向にスライ
ド自在に取り付けられた流入側短管と、前記流入側短管
に接続される流入管とからなり、前記流入側短管は、前
記横長孔と合致する任意の位置で前記流入管接続部に固
定可能である、地下埋設躯体と管体との接続構造におい
て、前記地下埋設躯体の流出側に設けられた流出側短管と、
前記流出側短管に突き合わされて接続される流出管と、
前記流出側短管と前記流出管とを接続するカラーとから
なり、前記カラーは、カラー本体と、前記流出側短管の
外周面に当接する流出側短管用ゴム輪と、前記流出管の
外周面に当接する流出管用ゴム輪とを有し、前記流出側
短管の肉厚は、前記流出管の肉厚より厚く形成され、前
記流出管の外周面と前記カラーの内周面との間隔は、前
記流出管の外周面と前記カラーの内周面との間隔より広
く形成され、前記カラー本体の内周面の軸線方向中央部
には、環状ストッパーが突設され、前記流出側短管と前
記流出管とは、前記ストッパーを介して突き合わされる
ことを特徴とする、地下埋設躯体と管体との接続構造。
1. An inflow pipe connecting portion, which is provided on the inflow side of the underground burying body and has a front surface curved in an arc shape in the horizontal direction, and a laterally long shape formed in the inflow pipe connecting portion so as to communicate with the underground burying body. An inflow side short pipe horizontally slidably attached to the front surface of the inflow pipe connecting portion, and an inflow pipe connected to the inflow side short pipe. Can be fixed to the inflow pipe connection portion at any position that matches the hole, in the connection structure between the underground buried structure and the pipe body, an outflow side short pipe provided on the outflow side of the underground buried structure ,
An outflow pipe that is connected to the outflow side short pipe by being abutted to each other;
From the collar connecting the outflow side short pipe and the outflow pipe
The collar is composed of the collar body and the outflow side short pipe.
The rubber ring for the outflow side short pipe that contacts the outer peripheral surface, and the outflow pipe
A rubber ring for an outflow pipe that abuts an outer peripheral surface,
The wall thickness of the short pipe is thicker than the wall thickness of the outflow pipe.
The distance between the outer peripheral surface of the outflow pipe and the inner peripheral surface of the collar is
Wider than the space between the outer peripheral surface of the outflow pipe and the inner peripheral surface of the collar.
The central portion of the inner peripheral surface of the collar body in the axial direction
An annular stopper is projectingly provided on the front side of the outlet side short pipe and the front side.
The connection structure between the underground structure and the pipe body is characterized in that the outflow pipe is abutted through the stopper .
【請求項2】 前記流出管用ゴム輪は、前記流出管の外
径に応じて交換可能に前記カラー本体に取り付けられて
いることを特徴とする、請求項1記載の、地下埋設躯体
と管体との接続構造。
2. The rubber ring for the outflow pipe is provided outside the outflow pipe.
It is attached to the color body so that it can be replaced according to the diameter.
The structure for connecting an underground buried structure and a pipe body according to claim 1, wherein
【請求項3】 前記ストッパーの少なくとも前記流出管
側隅部は、直角に形成されていることを特徴とする、請
求項1または2記載の、地下埋設躯体と管体との接続構
造。
3. The at least the outflow pipe of the stopper
The side corners are formed at right angles,
The connection structure between an underground buried skeleton and a pipe according to claim 1 or 2 .
JP2001000778A 2001-01-05 2001-01-05 Connection structure between underground buried frame and pipe Expired - Fee Related JP3466571B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001000778A JP3466571B2 (en) 2001-01-05 2001-01-05 Connection structure between underground buried frame and pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001000778A JP3466571B2 (en) 2001-01-05 2001-01-05 Connection structure between underground buried frame and pipe

Publications (2)

Publication Number Publication Date
JP2002206272A JP2002206272A (en) 2002-07-26
JP3466571B2 true JP3466571B2 (en) 2003-11-10

Family

ID=18869506

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001000778A Expired - Fee Related JP3466571B2 (en) 2001-01-05 2001-01-05 Connection structure between underground buried frame and pipe

Country Status (1)

Country Link
JP (1) JP3466571B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7207150B2 (en) 2003-06-12 2007-04-24 Simpson Strong-Tie Company, Inc. Deck board tie connector, connection and method
KR101593874B1 (en) * 2015-02-27 2016-02-15 주식회사 디엠티 Multidirectional expansion joint

Also Published As

Publication number Publication date
JP2002206272A (en) 2002-07-26

Similar Documents

Publication Publication Date Title
JP2001521115A (en) Branch pipe fitting
KR200396491Y1 (en) Manhole having improved secession and safety
JP3466571B2 (en) Connection structure between underground buried frame and pipe
JP3469191B2 (en) Connection structure between underground buried frame and pipe
KR100849527B1 (en) Pipe connection part of manhole
KR19990027095U (en) Wall through sleeve for pipe connection
KR100762012B1 (en) Length variable pipe protect sleeve
JP2005023675A (en) Pipe connection structure of facilities for drainage and pipe connection method for facilities for drainage
JP2001248774A (en) Ribbed pipe joint
JP2604233Y2 (en) Drainage fitting for double-layer pipe
KR200301978Y1 (en) A branch-pipe join structure
JPH04181088A (en) Expansion pipe joint with metal bellows
JPH0139835Y2 (en)
JPH11269901A (en) Joint structure
JP2005163383A (en) Drain piping structure and construction method for drain piping structure
JP2002038506A (en) Connecting structure and combination of cutoff flexible joint and short pipe
JP2565189Y2 (en) Drainage equipment for multi-story buildings
FI83111B (en) Protective plug for pipe
CA2204716A1 (en) Pre-cast manhole basin and method and apparatus for connecting a pipe thereto
JP2572487Y2 (en) Downspout reinforcement device
JPH0128150Y2 (en)
JP2002138545A (en) Drainage connecting pipe
JP2614964B2 (en) Sewage basin
JP2004076889A (en) Flexible connection coupling of main tube and sub tube for sewerage
JP4546669B2 (en) Connection method for vertical pipe members

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees