JPH11148589A - T-joint for buried pipes - Google Patents

T-joint for buried pipes

Info

Publication number
JPH11148589A
JPH11148589A JP9313549A JP31354997A JPH11148589A JP H11148589 A JPH11148589 A JP H11148589A JP 9313549 A JP9313549 A JP 9313549A JP 31354997 A JP31354997 A JP 31354997A JP H11148589 A JPH11148589 A JP H11148589A
Authority
JP
Japan
Prior art keywords
pipe
branch
joint
straight pipe
straight
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.)
Pending
Application number
JP9313549A
Other languages
Japanese (ja)
Inventor
Taku Nasu
卓 那須
Akihiko Kato
昭彦 加藤
Eiji Matsuyama
英治 松山
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan Ltd
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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP9313549A priority Critical patent/JPH11148589A/en
Publication of JPH11148589A publication Critical patent/JPH11148589A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L41/00Branching pipes; Joining pipes to walls
    • F16L41/02Branch units, e.g. made in one piece, welded, riveted
    • F16L41/021T- or cross-pieces

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Branch Pipes, Bends, And The Like (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a T-joint for buried pipe which can reduce influence of a seismic deformation of a straight pipe part upon the straight pipe. SOLUTION: A T-joint 11a is composed of a straight pipe part 12a and a branching part 13a branching to the direction of intersecting the part 12a in the middle part in longitudinal direction. The pipe thickness of a throat part 14a of this pipe fitting 11a is made greater than the pipe thickness on the end 15a side of the branching part 13a and on the end 16a side of the straight pipe part 12a. Thereby the throat part 14a is given a compressive strength larger than the compressive buckling strength of a branch pipe. Accordingly an eventual displacement generated by an earthquake, etc., in the ground in the branch pipe axial direction to yield a compressive deformation in axial direction in the branch pipe will be absorbed by the branch pipe, so that the influence upon the straight pipe part 12a can be reduced.

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】本発明は埋設管用T字管継手
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a T-joint for a buried pipe.

【0002】[0002]

【従来の技術】ガス・電力・水道等各種用途の管には埋
設管が多く採用されている。その場合、埋設管は本管に
分岐管を接続して、上記した各種用途への適用を充分に
発揮できるようにしている。本管に分岐管を接続する場
合には、一般にT字管継手が用いられている。T字管継
手は一般に玉抜き法と呼ばれる製法により得られてい
る。図6は上記製法によって得られたT字管継手の平面
図であり、図7は図6の一部縦断を有する側面図であ
り、図8は図6のA−A線断面図である。
2. Description of the Related Art Buried pipes are often used for pipes for various purposes such as gas, electric power, and water supply. In this case, the buried pipe is connected to a branch pipe to the main pipe so that the pipe can be sufficiently applied to the above-mentioned various uses. When connecting a branch pipe to the main pipe, a T-shaped pipe joint is generally used. The T-shaped pipe joint is generally obtained by a manufacturing method called a ball removal method. FIG. 6 is a plan view of a T-shaped pipe joint obtained by the above manufacturing method, FIG. 7 is a side view having a partial longitudinal section of FIG. 6, and FIG. 8 is a sectional view taken along line AA of FIG.

【0003】図6、図7、図8に示すように、T字管継
手1は直管部2と、その長手方向中間部にその直管部2
と交差する方向へ分岐する分岐部3とから構成されてい
る。直管部2の端部には本管4が溶接等によって接続さ
れ、分岐部3の端部には分岐管5が溶接等によって接続
されている。通常、分岐部3の径は直管部2の径よりも
小さい。
As shown in FIGS. 6, 7 and 8, a T-shaped pipe joint 1 has a straight pipe portion 2 and a straight pipe portion 2 at an intermediate portion in the longitudinal direction.
And a branch portion 3 which branches in a direction intersecting with the branch portion 3. A main pipe 4 is connected to an end of the straight pipe section 2 by welding or the like, and a branch pipe 5 is connected to an end of the branch section 3 by welding or the like. Usually, the diameter of the branch part 3 is smaller than the diameter of the straight pipe part 2.

【0004】直管部2と分岐部3の交差する境界位置は
一般にスロート部6及びクロッチ部7(スロート部6を
略90°回転した位置)と呼称されている。分岐部3を
直管部2に溶接してT字管継手1を製作した場合は、ス
ロート部6の境界位置が明瞭であるが、玉抜け法による
場合は境界位置が若干不明瞭であるので、ここでは点線
で囲んだ周辺を含んむ部分をスロート部6とした。スロ
ート部6は分岐部3の径によってその位置が変わり、ま
た、特に玉抜き法によった場合にはスロート部6は管厚
が薄くなり易い。
A boundary position where the straight pipe portion 2 and the branch portion 3 intersect is generally called a throat portion 6 and a crotch portion 7 (a position where the throat portion 6 is rotated by approximately 90 °). In the case where the T-shaped joint 1 is manufactured by welding the branch portion 3 to the straight pipe portion 2, the boundary position of the throat portion 6 is clear. Here, a portion including the periphery surrounded by a dotted line was defined as a throat portion 6. The position of the throat portion 6 changes depending on the diameter of the branch portion 3, and the tube thickness of the throat portion 6 is liable to be thin particularly when the ball-off method is used.

【0005】[0005]

【発明が解決しようとする課題】前述したT字管継手1
は埋設される直管4、分岐管に接続されて、埋設管用T
字管継手として用いられる。しかしながら、埋設管用T
字管継手は地震等によって分岐管の管軸方向の地盤に変
位を生じた場合、特にスロート部6の管厚が薄い場合に
は、地盤変位の作用をもろに受ける。図9は分岐管の管
軸方向の地盤に変位を生じた場合の図8に対応する状態
を示す断面図である。
The above-mentioned T-shaped pipe joint 1
Is connected to the straight pipe 4 to be buried and the branch pipe, and the T
Used as a pipe joint. However, T for buried pipes
When a displacement occurs in the ground in the pipe axis direction of the branch pipe due to an earthquake or the like, particularly when the pipe thickness of the throat portion 6 is thin, the U-shaped joint is affected by the ground displacement. FIG. 9 is a cross-sectional view showing a state corresponding to FIG. 8 when the ground is displaced in the pipe axis direction of the branch pipe.

【0006】図9に示すように、スロート部6及びその
周辺が断面変形し変形部8を生じて、分岐部3は勿論、
直管部2も大きい変形を受け、本管4にも影響を与え
る。
As shown in FIG. 9, the throat portion 6 and its periphery are deformed in cross section to form a deformed portion 8, so that not only the branch portion 3 but also the branch portion 3 is formed.
The straight pipe section 2 also undergoes a large deformation, affecting the main pipe 4.

【0007】上記のように直管部2に変形が生じた場合
には、その修復が困難であり、この変形を出来るだけ小
さくすることが強く望まれている。
When the straight pipe portion 2 is deformed as described above, it is difficult to repair it, and it is strongly desired to reduce the deformation as much as possible.

【0008】本発明は上記のような問題点の解決を図っ
たものであり、地震等による直管部の変形による本管へ
の影響を軽減できる埋設管用T字管継手を提供すること
を目的とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and an object of the present invention is to provide a T-shaped pipe joint for a buried pipe which can reduce an influence on a main pipe due to deformation of a straight pipe portion due to an earthquake or the like. And

【0009】[0009]

【課題を解決するための手段】本発明は直管部の長手方
向中間部にその直管部と交差する方向へ分岐する分岐部
を設けた埋設管用T字管継手であって、前記T字管継手
はスロート部の管厚が分岐部の端部側と直管部の端部側
の管厚よりも厚くなるようにしたことを特徴とする埋設
管用T字管継手である。
SUMMARY OF THE INVENTION The present invention relates to a T-shaped joint for a buried pipe, comprising a straight pipe section provided at a longitudinally intermediate portion with a branch section branching in a direction intersecting the straight pipe section. The pipe joint is a T-shaped pipe joint for a buried pipe, characterized in that the pipe thickness of the throat section is made thicker than the pipe thickness on the end side of the branch section and on the end side of the straight pipe section.

【0010】本発明者等は上述した地震等による直管部
への影響について種々検討した結果、スロート部の圧縮
座屈強度が分岐管の圧縮座屈強度よりも小さいことに起
因するとの知見を得て本発明に到達したものである。
The present inventors have conducted various studies on the effects on the straight pipe portion due to the above-mentioned earthquake and the like, and have found that the compression buckling strength of the throat portion is smaller than the compression buckling strength of the branch pipe. Thus, the present invention has been achieved.

【0011】本発明によれば、地震等によって分岐管の
管軸方向の地盤に変位を生じ、分岐管に管軸方向の圧縮
変形が生じても、その作用を分岐管で吸収できるので、
直管部への影響を軽減できる。
According to the present invention, even when the ground in the pipe axial direction of the branch pipe is displaced by an earthquake or the like and the branch pipe undergoes compressive deformation in the pipe axial direction, the effect can be absorbed by the branch pipe.
The effect on the straight pipe can be reduced.

【0012】[0012]

【発明の実施の形態】以下に本発明の実施の形態を図に
よって説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings.

【0013】図1は本発明の実施の形態を示す縦断面図
であり、図2は図1のB−B線矢視による断面図であ
り、図3は図1のC−C線矢視による断面図であり、図
4は本発明による分岐管の管軸方向の地盤に変位を生じ
た場合の図2に対応する状態を示す断面図である。
FIG. 1 is a longitudinal sectional view showing an embodiment of the present invention, FIG. 2 is a sectional view taken along line BB in FIG. 1, and FIG. 3 is a sectional view taken along line CC in FIG. FIG. 4 is a cross-sectional view showing a state corresponding to FIG. 2 when displacement occurs in the ground in the pipe axis direction of the branch pipe according to the present invention.

【0014】図1に示すように、T字管継手11aは直
管部12aと、その長手方向中間部に直管部12aと交
差する方向へ分岐する分岐部13aとから構成されてい
る。4は本管であり、5は分岐管である。
As shown in FIG. 1, the T-shaped pipe joint 11a is composed of a straight pipe portion 12a and a branch portion 13a at a middle portion in the longitudinal direction thereof, which branches in a direction intersecting the straight pipe portion 12a. 4 is a main pipe, 5 is a branch pipe.

【0015】T字管継手11aはスロート部14aの管
厚が分岐部13aの端部15a側と直管部12の端部1
6a側の管厚よりも厚くなるようにしている。ここでは
スロート部14aの管厚は内側に向けて厚くなるように
している。後述するように、外側に向けて厚くなるよう
にしてもよい。
The T-shaped pipe joint 11a has a throat portion 14a having a pipe thickness of the end portion 15a of the branch portion 13a and the end portion 1a of the straight pipe portion 12.
It is made thicker than the tube thickness on the 6a side. Here, the tube thickness of the throat portion 14a is increased toward the inside. As described later, the thickness may be increased toward the outside.

【0016】図2に示すように、スロート部14aの管
厚を分岐部13aの端部15a側の管厚よりも厚くし
て、スロート部14aに分岐管17の圧縮座屈強度以上
の圧縮強度を付与している。
As shown in FIG. 2, the thickness of the throat portion 14a is made thicker than the thickness of the end portion 15a of the branch portion 13a so that the throat portion 14a has a compressive strength not less than the compressive buckling strength of the branch pipe 17. Has been granted.

【0017】そして、図3に示すように、直管部12a
の端部16a側の管厚はスロート部14aの管厚よりも
薄くなるように、本管と同じ管厚にしている。直管部1
2aの端部16a側は分岐管17に管軸方向の圧縮変形
が生じても、その影響が少ないからである。
Then, as shown in FIG. 3, the straight pipe portion 12a
The pipe thickness on the side of the end 16a is made the same as that of the main pipe so as to be smaller than the pipe thickness of the throat section 14a. Straight pipe section 1
This is because the end portion 16a of 2a is less affected by the compressive deformation of the branch pipe 17 in the pipe axis direction.

【0018】その結果、図4に示すように、地震等によ
って分岐管5の管軸方向の地盤に太矢印に示す変位を生
じ、分岐管5に管軸方向の圧縮変形が生じても、スロー
ト部14aの圧縮座屈強度が分岐管5の圧縮座屈強度よ
りも高くしているので、分岐管5が先に座屈して座屈部
17を生じて、その作用を分岐管5で吸収できるので、
直管部12aへの影響を軽減できる。また、端部16a
側は通常の管厚にしているので、コストへの影響が少な
い。
As a result, as shown in FIG. 4, even if a displacement shown by a thick arrow occurs in the ground of the branch pipe 5 in the direction of the pipe axis due to an earthquake or the like, and the branch pipe 5 undergoes a compressive deformation in the pipe axis direction, the throat Since the compressive buckling strength of the portion 14a is higher than the compressive buckling strength of the branch pipe 5, the branch pipe 5 buckles first to form the buckling portion 17, and the effect can be absorbed by the branch pipe 5. So
The influence on the straight pipe portion 12a can be reduced. Also, the end 16a
The side has a normal pipe thickness, so there is little effect on cost.

【0019】図5は図2に対応する本発明の他の実施の
形態を示す断面図である。図5に示すように、T字管継
手11bは直管部12bと、その長手方向中間部に直管
部12bと交差する方向へ分岐する分岐部13bとから
構成されている。T字管継手11bはスロート部14b
の管厚が分岐部13bの端部15b側と直管部12bの
端部側(図面では見えない)の管厚よりも厚くなるよう
にしている。ここではスロート部14bの管厚は外側に
向けて厚くなるようにしている。スロート部14bの外
側を肉盛りして厚くすることもでき、既存のT字管継手
11b等の適用が容易である。5は分岐管である。
FIG. 5 is a sectional view showing another embodiment of the present invention corresponding to FIG. As shown in FIG. 5, the T-shaped joint 11b is composed of a straight pipe portion 12b and a branch portion 13b at a middle portion in the longitudinal direction thereof, which branches in a direction crossing the straight pipe portion 12b. T-joint 11b is throat 14b
Is thicker than the tube thickness on the end 15b side of the branch portion 13b and on the end side (not shown in the drawing) of the straight pipe portion 12b. Here, the tube thickness of the throat portion 14b is increased outward. The outside of the throat portion 14b can be thickened by building up, and the application of the existing T-shaped pipe joint 11b or the like is easy. 5 is a branch pipe.

【0020】本発明によるT字管継手11a、11bは
継手素材について予めスロート部に対応する部分を肉厚
にして、玉抜け法で製作するか、又は溶接法でスロート
部を肉厚にして製作する等ができる。
The T-shaped pipe joints 11a and 11b according to the present invention are manufactured by thickening the portion corresponding to the throat portion of the joint material in advance and manufacturing it by a ball-through method, or by manufacturing the throat portion by welding. And so on.

【0021】[0021]

【発明の効果】以上のように、本発明はスロート部の管
厚を分岐部の端部側と直管部の端部側の管厚よりも厚く
するという簡単な構造によって、スロート部に分岐管座
屈強度以上の圧縮強度を付与し、分岐部の強度上の弱点
を克服し、結果として埋設管全体の耐震性を向上させる
ことができる。
As described above, according to the present invention, the throat portion is branched into the throat portion by a simple structure in which the tube thickness at the end portion of the branch portion and the tube portion at the end portion of the straight pipe portion are made thicker. By providing a compressive strength equal to or higher than the pipe buckling strength, it is possible to overcome the strength weakness of the branch portion, and as a result, it is possible to improve the earthquake resistance of the entire buried pipe.

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

【図1】本発明の一実施の形態を示す縦断面図である。FIG. 1 is a longitudinal sectional view showing one embodiment of the present invention.

【図2】図1のB−B線矢視による断面図である。FIG. 2 is a sectional view taken along line BB of FIG. 1;

【図3】図1のC−C線矢視による断面図である。FIG. 3 is a sectional view taken along line CC of FIG. 1;

【図4】本発明による分岐管の管軸方向の地盤に変位を
生じた場合の図2に対応する状態を示す断面図である。
FIG. 4 is a cross-sectional view showing a state corresponding to FIG. 2 when displacement occurs in the ground in the pipe axis direction of the branch pipe according to the present invention.

【図5】本発明の図2に対応する他の実施の形態を示す
断面図である。
FIG. 5 is a cross-sectional view showing another embodiment corresponding to FIG. 2 of the present invention.

【図6】従来の玉抜き法によって得られたT字管継手の
一例を示す平面図である。
FIG. 6 is a plan view showing an example of a T-shaped pipe joint obtained by a conventional ball cutting method.

【図7】図6の一部縦断を有する側面図である。FIG. 7 is a side view showing a part of FIG.

【図8】図6のA−A線断面図である。FIG. 8 is a sectional view taken along line AA of FIG. 6;

【図9】従来の分岐管の管軸方向の地盤に変位を生じた
場合の図8に対応する状態を示す断面図である。
FIG. 9 is a cross-sectional view showing a state corresponding to FIG. 8 when displacement occurs in the ground in the pipe axis direction of a conventional branch pipe.

【符号の説明】[Explanation of symbols]

4 本官 5 分岐管 11a、11b T字管継手 12a、12b 直管部 13a、13b 分岐部 14a、14b スロート部 15a、15b 分岐部の端部 16a、16b 直管部の端部 17 分岐管座屈部 4 Principal 5 Branch pipe 11a, 11b T-joint 12a, 12b Straight pipe 13a, 13b Branch 14a, 14b Throat 15a, 15b End of branch 16a, 16b End of straight pipe 17 Branch pipe seat Bend

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 直管部の長手方向中間部にその直管部と
交差する方向へ分岐する分岐部を設けた埋設管用T字管
継手であって、前記T字管継手はスロート部の管厚が分
岐部の端部側と直管部の端部側の管厚よりも厚くなるよ
うにしたことを特徴とする埋設管用T字管継手。
1. A T-joint for a buried pipe having a branch portion provided at a middle portion in a longitudinal direction of the straight pipe portion in a direction intersecting the straight pipe portion, wherein the T-shaped joint is a pipe of a throat portion. A T-shaped pipe joint for a buried pipe, wherein the thickness is larger than the pipe thickness at the end side of the branch portion and at the end side of the straight pipe portion.
JP9313549A 1997-11-14 1997-11-14 T-joint for buried pipes Pending JPH11148589A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9313549A JPH11148589A (en) 1997-11-14 1997-11-14 T-joint for buried pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9313549A JPH11148589A (en) 1997-11-14 1997-11-14 T-joint for buried pipes

Publications (1)

Publication Number Publication Date
JPH11148589A true JPH11148589A (en) 1999-06-02

Family

ID=18042666

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9313549A Pending JPH11148589A (en) 1997-11-14 1997-11-14 T-joint for buried pipes

Country Status (1)

Country Link
JP (1) JPH11148589A (en)

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US9616591B2 (en) 2010-12-30 2017-04-11 United States Gypsum Company Slurry distributor, system and method for using same
US9909718B2 (en) 2011-10-24 2018-03-06 United States Gypsum Company Multiple-leg discharge boot for slurry distribution
US9999989B2 (en) 2010-12-30 2018-06-19 United States Gypsum Company Slurry distributor with a profiling mechanism, system, and method for using same
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Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009210127A (en) * 2008-03-04 2009-09-17 Snecma Branch connection stub, branch connection device comprising main pipe and branch connection stub, and method of connecting branch connection stub by welding
US10076853B2 (en) 2010-12-30 2018-09-18 United States Gypsum Company Slurry distributor, system, and method for using same
US9999989B2 (en) 2010-12-30 2018-06-19 United States Gypsum Company Slurry distributor with a profiling mechanism, system, and method for using same
US9579822B2 (en) 2010-12-30 2017-02-28 United States Gypsum Company Slurry distribution system and method
US9616591B2 (en) 2010-12-30 2017-04-11 United States Gypsum Company Slurry distributor, system and method for using same
US10245611B2 (en) 2010-12-30 2019-04-02 United States Gypsum Company Slurry distribution system and method
US9296124B2 (en) 2010-12-30 2016-03-29 United States Gypsum Company Slurry distributor with a wiping mechanism, system, and method for using same
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