JP4196021B2 - Seismic isolation piping suspension system - Google Patents

Seismic isolation piping suspension system Download PDF

Info

Publication number
JP4196021B2
JP4196021B2 JP06414898A JP6414898A JP4196021B2 JP 4196021 B2 JP4196021 B2 JP 4196021B2 JP 06414898 A JP06414898 A JP 06414898A JP 6414898 A JP6414898 A JP 6414898A JP 4196021 B2 JP4196021 B2 JP 4196021B2
Authority
JP
Japan
Prior art keywords
seismic isolation
pipe
pipe joint
suspension
bent
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 - Lifetime
Application number
JP06414898A
Other languages
Japanese (ja)
Other versions
JPH11248041A (en
Inventor
兼芳 林
茂吉 林
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.)
Sankei Giken Co Ltd
Original Assignee
Sankei Giken Co 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 Sankei Giken Co Ltd filed Critical Sankei Giken Co Ltd
Priority to JP06414898A priority Critical patent/JP4196021B2/en
Publication of JPH11248041A publication Critical patent/JPH11248041A/en
Application granted granted Critical
Publication of JP4196021B2 publication Critical patent/JP4196021B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • F16L3/00Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
    • F16L3/16Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe
    • 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
    • F16L3/00Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Supports For Pipes And Cables (AREA)
  • Joints Allowing Movement (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は地震等により配管が損傷を受けることを防止するための免震配管構造に関し、特に敷設された管路の曲がり部における免震配管構造の吊り装置に関する。
【0002】
【従来の技術】
工場や種々のプラントにおいては、多数の配管が施設内に敷設される。これらの配管は、地盤に設置された支持部や、建物や設備などの構築物に設けられた支持部により支持固定され敷設経路に沿って敷設されるが、地震などにより地盤が揺れたときに、多くの場合構築物と地盤の間に水平方向および垂直方向(以下、代表して水平方向という)の相対的な位置ずれを生じて、配管に損傷を与えることがある。このような水平方向の相対的な位置ずれを吸収するために、管路の曲がり部において、可撓性の曲がり管継手を介して配管を接続する方法が採用されている。しかしある程度大きい位置ずれを吸収するには、かなり長めの曲がり管継手が必要になる。
【0003】
【発明が解決しようとする課題】
しかし、かなり長めの可撓性の曲がり管継手を使用すると、その曲がり管継手の途中が下方に垂れ下がり、曲がり管継手に常に変形応力が加わってその強度も低下し、寿命も短くなるという別の問題を生じる。
そこで本発明は、このような管路の折れ曲がり部におけるこれらの問題を解決する新しい免震配管構造およびそれに用いる吊り装置を提供することを課題とするものである。
【0004】
【課題を解決するための手段】
前記課題を解決するための請求項1に記載の免震配管構造の吊り装置は、可撓性の曲がり管継手5を介して配管3,4を接続することにより管路1の曲がり部2が形成される免震配管構造であって、前記曲がり管継手5の途中が吊り装置7により上方から揺動自在に吊り下げられている免震配管構造の吊り装置において、
可撓性の曲がり管継手5と配管3,4とのフランジ接続部に固定される連結台座16と、
その連結台座16に一端が支持される片持ちの吊りアーム8と、
その吊りアーム8の他端部に取付られる吊り具11と、を具備し、
その吊り具11により前記曲がり管継手5の途中が支持されるように構成された免震配管構造の吊り装置である。
このように曲がり管継手5の途中が上方から吊り下げられているので、かなり長めの曲がり管継手5を使用してもその可撓性による中間部の下方への垂れ下がりを回避でき、該部分の配管強度や寿命の低下を有効に防止できる。
また曲がり管継手5は吊り装置7に揺動自在に吊り下げられるので、地震などにより曲がり管継手5に変形応力や横方向等の移動力が与えられたときに、曲がり管継手5は配管3,4に影響されることなくその可撓性に応じた変形や移動を自由に行うことができる。そのため、曲がり管継手5による免震機能を十分に発揮することが可能となる。
さらに、配管に取付けられた連結台座16に一端が支持される片持ちの吊りアーム8を有し、その吊りアーム8の他端部に取付られた吊り具11により、前記曲がり管継手5の途中が支持されるように構成されたので、取り付けやすく且つ信頼性の高い免震配管構造を提供できる。
【0005】
請求項2に記載の免震配管構造の吊り装置は、請求項1に記載の免震配管構造の吊り装置の実施の形態であって、吊り装置7が伸縮可能な吊りアーム8を有し、その吊りアーム8に曲がり管継手5が揺動自在に吊り下げられていることを特徴とするものである。
このように伸縮可能な吊りアーム8を設けることにより、曲がり管継手5の吊り下げ部分を最適な位置に調整することができる。
請求項3に記載の免震配管構造の吊り装置は、請求項2に記載の免震配管構造の吊り装置の好ましい実施の形態であって、吊りアーム8が配管3,4に旋回可能に支持されることを特徴とするものである。
このように吊りアーム8を旋回可能に配管3,4に支持することにより、地震などによって曲がり管継手5に変形応力や横方向等の移動力が与えられたときに、曲がり管継手5は配管3,4に影響されることなく、その可撓性に応じた変形や移動をより大きな範囲で行うことができる。
【0007】
【発明の実施の形態】
次に、本発明の実施の形態を図面に基づいて説明する。
図1は本発明の免震配管構造の1例を示す斜視図である。
管路1の曲がり部2は、互いに90度異なる方向から水平に且つ直線状に延長されてくる配管3と配管4の端部付近と、それら配管3と配管4の端部間をフランジ接続する可撓性の曲がり管継手5によって構成される。配管3や配管4は、鋳鉄管などの金属製の配管でも、硬質塩化ビニル配管のような樹脂製の配管でもよい。
【0008】
可撓性の曲がり管継手5は、異なる方向から延長されてくる配管の端部間を接続できるように、その両端部が非直線上に位置するように構成した可撓性の継手であって、図1のように配管3と配管4が90度異なる角度で延長してくる場合には、90度曲がったエルボ型の曲がり管継手5が使用される。使用できる可撓性の曲がり管継手5は、ゴムやプラスチック等の可撓性材料を蛇腹状に形成した管体中に補強用のナイロンコードや金属線が埋設され、その両端部に例えばフランジ部6が設けられたものである。また、図1のように端部付近のみに蛇腹部分を設けたものであってもよい。さらには、その蛇腹部分が存在しないものであってもよい。
【0009】
本発明の免震配管構造は、曲がり管継手5の途中2箇所が配管3および配管4に支持された一対の吊り装置7により上方から揺動自在に吊り下げられたものである。吊り装置7は、断面コ字型の細長いベース部9と断面コ字型の細長いスライド部10を組み合わせて構成した伸縮可能な吊りアーム8を備えており、その先端部に取り付けた吊り具11に曲がり管継手5の途中が吊り下げられる。なお吊り具11としては、例えば柔軟性のあるロープなどの線状体を曲がり管継手5の外径より大きめの直径を有するループ状に形成して、吊りアーム8の先端部に取り付けることにより、曲がり管継手5の途中を揺動自在に吊り下げることができる。
【0010】
図2に示すように、ベース部9はその一方の端部付近の底辺に1つのボルト孔12、他方の端部付近の底辺に2つのボルト孔13が設けられ、スライド部10はその一方の端部付近の底辺に長手方向に細長いスリット部14、他方の端部付近の底辺に1つのボルト孔15が設けられている。
ベース部9は連結台座16を介して、配管3のフランジ17(または配管4のフランジ18)に旋回可能に支持される。連結台座16は連結部16aとそれに直交する台座部16bからなり、図3に示すように連結部16aは下方に配管3に適合する内径の円弧部16cが形成されると共に、その両端部に一対のボルト孔16dが設けられる。また台座部16bは円板状に形成され、その周辺部付近に1つのねじ孔16eが設けられる。
【0011】
次に、図2を参照して吊り装置7を配管3に支持する方法を説明すると、先ずベース部9とスライド部10のそれぞれの底辺を背合わせに重ね、さらに全体が所定の長さになるようにボルト孔13とスリット14を位置合わせして2本のボルト14aでそれらを結合する。
次に、配管3のフランジ17(または配管4のフランジ18)と曲がり管継手5のフランジ6を締結するボルト19を2本外し、連結台座16の連結部16aをフランジ17の側面に密着させ、その連結部16aの2つのボルト孔16dをフランジ17のボルト孔に一致させる。次いでフランジ6,17のボルト孔および連結部16aのボルト孔16dにボルト19を挿通してナット(図示せず)を螺着することにより、連結台座16を配管3に支持させる。次にボルト20を座金21に通してベース部9のボルト孔12に挿入し、台座部16bのねじ孔16eに螺着することにより、吊りアーム8が連結台座16に回動自在に連結される。
【0012】
次にスライド部10のボルト孔15にリング状の挿通孔を頭部に設けたアイボルト22を挿通し、ナット23で掛止める。そして曲がり管継手5の途中を吊り下げた吊り具11の端をこのアイボルト22の挿通して連結することにより、図1の状態になる。なお、曲がり管継手5の吊り下げ位置が適当でないときには、吊りアーム8の長さを調整すればよい。
上記のようにボルト20を台座部16bのねじ孔16eに止着することにより、吊りアーム8を配管3に対して旋回可能に支持できる。それによって曲がり管継手5がより自由に変形または移動できるようになる。しかしそのような自由度を必要としない場合には、ボルト20を台座部16bのねじ孔16eに固く締結することにより、吊りアーム8が配管3に対して旋回しないようにすることもできる。
【0013】
次に図1に示す免震配管構造の作用を説明すると、例えば配管3が構築物側に支持され、配管4が地盤側に支持されている場合、地震などにより構築物側の配管3に対して地盤側の配管4に矢印Aのような相対的な力が加わったときは、曲がり管継手5はその力により配管4側の部分がA方向に移動し、配管3側の部分がそれに伴って矢印A方向に曲げられて変形する。その際、配管3側の部分は吊り具11に揺動自在に吊り下げられているので、配管3の影響を受けることなく自由に変形できる。また、地盤側の配管4に矢印Aと逆方向の相対的な力が加わったときは、配管3側の部分がそれに伴って矢印Aと逆方向に曲げ変形される。なお、地盤側の配管4に対して構築物側の配管3に矢印Bのような相対的な力が加わったときは、曲がり管継手5はその力により配管3側の部分がB方向に移動し、配管4側の部分がそれに伴って矢印B方向に曲げられて変形する。その際、配管4側の部分は吊り具11に揺動自在に吊り下げられているので、配管4の影響を受けることなく自由に変形できる。さらに構築物側の配管3に矢印Bと逆方向の相対的な力が加わったときは、配管4側の部分がそれに伴って矢印Bと逆方向に曲げられて変形する。
【0014】
【発明の効果】
以上のように請求項1に記載された免震配管構造の吊り装置は、曲がり管継手の途中が配管に支持された吊り装置により上方から揺動自在に吊り下げられているので、かなり長めの曲がり管継手を使用しても、その可撓性による中間部の下方への垂れ下がりを回避でき、該部分の配管強度および寿命の低下を有効に防止できる。
また、曲がり管継手は吊り装置に揺動自在に吊り下げられるので、地震などにより曲がり管継手に変形応力や横方向等の移動力が与えられたときに、曲がり管継手は配管に影響されることなく、その可撓性に応じた変形や移動を自由に行うことができる。そのため、曲がり管継手による免震機能を十分に発揮することが可能となる。
さらに、配管に取付けられた連結台座16に一端が支持される片持ちの吊りアーム8を有し、その吊りアーム8の他端部に取付られた吊り具11により、前記曲がり管継手5の途中が支持されるように構成されたので、取り付けやすく且つ信頼性の高い免震配管構造の吊り装置を提供できる。
【0015】
また請求項2に記載の免震配管構造の吊り装置は、吊り装置が伸縮可能な吊りアームを有し、その吊りアームに曲がり管継手が揺動自在に吊り下げられているので、曲がり管継手の吊り下げ部分を最適な位置に調整することができる。
さらに請求項3に記載の免震配管構造の吊り装置は、吊りアームが配管に旋回可能に支持されるので、地震などによって曲がり管継手に変形応力や横方向等の移動力が与えられたときに、曲がり管継手は配管に影響されることなく、その可撓性に応じた変形や移動をより大きな許容範囲で行うことができる。
【図面の簡単な説明】
【図1】本発明の免震配管構造の1例を示す斜視図。
【図2】図1の免震配管構造における吊り装置7を分解して示す斜視図。
【図3】図2における連結台座16の拡大正面図。
【符号の説明】
1 管路
2 曲がり部
3 配管
4 配管
5 曲がり管継手
6 フランジ
7 吊り装置
8 吊りアーム
9 ベース部
10 スライド部
11 吊り具
12 ボルト孔
13 ボルト孔
14 スリット部
14a ボルト
15 ボルト孔
16 連結台座
16a 連結部
16b 台座部
16c 円弧部
16d ボルト孔
16e ねじ孔
17 フランジ
18 フランジ
19 ボルト
20 ボルト
21 座金
22 アイボルト
23 ナット
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a seismic isolation piping structure for preventing piping from being damaged by an earthquake or the like, and more particularly, to a suspension device for a seismic isolation piping structure at a bent portion of a laid pipe line.
[0002]
[Prior art]
In factories and various plants, many pipes are laid in the facility. These pipes are supported and fixed by the support part installed in the ground and the support part provided in structures such as buildings and equipment, and are laid along the laying route, but when the ground shakes due to an earthquake etc., In many cases, relative displacement between the structure and the ground in the horizontal direction and the vertical direction (hereinafter, typically referred to as the horizontal direction) may occur, resulting in damage to the piping. In order to absorb such a relative displacement in the horizontal direction, a method of connecting a pipe via a flexible bent pipe joint is adopted at a bent portion of the pipe line. However, in order to absorb a somewhat large displacement, a considerably long bent pipe joint is required.
[0003]
[Problems to be solved by the invention]
However, when a considerably long flexible bent pipe joint is used, the bent pipe joint hangs down, and the bent pipe joint is constantly subjected to deformation stress, reducing its strength and shortening its life. Cause problems.
Therefore, an object of the present invention is to provide a new seismic isolation piping structure that solves these problems in the bent portion of such a pipe and a suspension device used therefor.
[0004]
[Means for Solving the Problems]
The suspension device of the seismic isolation piping structure according to claim 1 for solving the above-described problem is obtained by connecting the pipes 3 and 4 via the flexible bent pipe joint 5 so that the bent portion 2 of the pipe line 1 is provided. a seismic isolation pipe structure formed in hanging apparatus seismic isolation piping structure that is suspended swingably from above by way hanging device 7 of the bent pipe joint 5,
A connecting pedestal 16 fixed to the flange connection between the flexible bent pipe joint 5 and the pipes 3 and 4;
A cantilever suspension arm 8 whose one end is supported by the connecting base 16;
A suspension 11 attached to the other end of the suspension arm 8, and
The suspension device has a seismic isolation piping structure configured such that the middle of the bent pipe joint 5 is supported by the suspension tool 11.
Since the middle of the bent pipe joint 5 is suspended from the upper side in this way, even if a considerably long bent pipe joint 5 is used, it is possible to avoid the downward hanging of the intermediate portion due to its flexibility. It is possible to effectively prevent a decrease in pipe strength and life.
Further, since the bent pipe joint 5 is swingably suspended from the suspension device 7, when the bending pipe joint 5 is subjected to a deformation stress, a lateral movement force, or the like due to an earthquake or the like, the bent pipe joint 5 is connected to the pipe 3. , 4 can be freely deformed and moved according to the flexibility. Therefore, the seismic isolation function by the bent pipe joint 5 can be sufficiently exhibited.
Further, the connecting pipe 16 attached to the pipe has a cantilevered suspension arm 8 supported at one end, and a suspension tool 11 attached to the other end of the suspension arm 8 is used to place the bent pipe joint 5 in the middle. Therefore, it is possible to provide a seismic isolation piping structure that is easy to install and highly reliable.
[0005]
The suspension device with the seismic isolation piping structure according to claim 2 is an embodiment of the suspension device with the seismic isolation piping structure according to claim 1, wherein the suspension device 7 has a suspension arm 8 that can be expanded and contracted, The bent pipe joint 5 is suspended from the suspension arm 8 in a swingable manner.
Thus, by providing the extendable suspension arm 8, the suspended portion of the bent pipe joint 5 can be adjusted to an optimum position.
The suspension device with the seismic isolation piping structure according to claim 3 is a preferred embodiment of the suspension device with the seismic isolation piping structure according to claim 2, and the suspension arm 8 is pivotally supported by the pipes 3 and 4. It is characterized by that.
By supporting the suspension arm 8 on the pipes 3 and 4 so as to be able to turn in this way, when the bending pipe 5 is subjected to a deformation stress, a moving force such as a lateral direction, etc. due to an earthquake or the like, the bending pipe 5 is connected to the pipe. Without being influenced by 3 and 4, the deformation and movement according to the flexibility can be performed in a larger range.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Next, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view showing an example of the seismic isolation piping structure of the present invention.
The bent portion 2 of the pipeline 1 is flange-connected between the ends of the pipe 3 and the pipe 4 that extend horizontally and linearly from directions different from each other by 90 degrees and between the ends of the pipe 3 and the pipe 4. It is constituted by a flexible bent pipe joint 5. The pipes 3 and 4 may be metal pipes such as cast iron pipes or resin pipes such as hard vinyl chloride pipes.
[0008]
The flexible bent pipe joint 5 is a flexible joint configured such that both ends thereof are positioned in a non-linear manner so that ends of pipes extending from different directions can be connected. As shown in FIG. 1, when the pipe 3 and the pipe 4 extend at an angle different by 90 degrees, an elbow-shaped bent pipe joint 5 bent by 90 degrees is used. A flexible bent pipe joint 5 that can be used is a reinforcing nylon cord or a metal wire embedded in a tubular body in which a flexible material such as rubber or plastic is formed in a bellows shape. 6 is provided. Further, a bellows portion may be provided only in the vicinity of the end as shown in FIG. Furthermore, the bellows portion may not exist.
[0009]
The seismic isolation piping structure of the present invention is one in which two bent pipe joints 5 are suspended in a swingable manner from above by a pair of suspension devices 7 supported by the piping 3 and the piping 4. The suspension device 7 includes a telescopic suspension arm 8 configured by combining an elongated base portion 9 having a U-shaped cross section and an elongated slide portion 10 having a U-shaped cross section, and a lifting tool 11 attached to the distal end portion thereof. The middle of the bent pipe joint 5 is suspended. As the lifting tool 11, for example, a linear body such as a flexible rope is formed in a loop shape having a diameter larger than the outer diameter of the bent pipe joint 5, and attached to the tip of the suspension arm 8, The bent pipe joint 5 can be suspended in a swingable manner.
[0010]
As shown in FIG. 2, the base portion 9 is provided with one bolt hole 12 on the bottom near one end thereof, and two bolt holes 13 on the bottom near the other end. A slit 14 that is elongated in the longitudinal direction is provided on the bottom near the end, and one bolt hole 15 is provided on the bottom near the other end.
The base portion 9 is rotatably supported by the flange 17 of the pipe 3 (or the flange 18 of the pipe 4) via the connection base 16. The connecting pedestal 16 is composed of a connecting portion 16a and a pedestal portion 16b orthogonal to the connecting portion 16a. As shown in FIG. Bolt holes 16d are provided. The pedestal portion 16b is formed in a disk shape, and one screw hole 16e is provided in the vicinity of the periphery thereof.
[0011]
Next, a method for supporting the suspension device 7 on the pipe 3 will be described with reference to FIG. 2. First, the base portions 9 and the slide portion 10 are overlapped with each other on their backs, and the whole becomes a predetermined length. Thus, the bolt hole 13 and the slit 14 are aligned, and the two bolts 14a are used to couple them.
Next, two bolts 19 for fastening the flange 17 of the pipe 3 (or the flange 18 of the pipe 4) and the flange 6 of the bent pipe joint 5 are removed, and the connecting portion 16a of the connecting base 16 is brought into close contact with the side surface of the flange 17. The two bolt holes 16d of the connecting portion 16a are aligned with the bolt holes of the flange 17. Next, the bolt 19 is inserted into the bolt hole of the flanges 6 and 17 and the bolt hole 16d of the connecting portion 16a and a nut (not shown) is screwed to support the connecting base 16 to the pipe 3. Next, the bolt 20 is passed through the washer 21 and inserted into the bolt hole 12 of the base portion 9 and screwed into the screw hole 16e of the base portion 16b, whereby the suspension arm 8 is rotatably connected to the connection base 16. .
[0012]
Next, an eyebolt 22 provided with a ring-shaped insertion hole in the head is inserted into the bolt hole 15 of the slide portion 10, and is hooked with a nut 23. Then, the end of the hanger 11 suspended from the middle of the bent pipe joint 5 is inserted through the eyebolt 22 and connected to the state shown in FIG. When the hanging position of the bent pipe joint 5 is not appropriate, the length of the hanging arm 8 may be adjusted.
As described above, the suspension arm 8 can be pivotably supported with respect to the pipe 3 by fixing the bolt 20 to the screw hole 16e of the base portion 16b. As a result, the bent pipe joint 5 can be deformed or moved more freely. However, when such a degree of freedom is not required, it is possible to prevent the suspension arm 8 from turning with respect to the pipe 3 by firmly fastening the bolt 20 to the screw hole 16e of the base portion 16b.
[0013]
Next, the operation of the seismic isolation pipe structure shown in FIG. 1 will be described. For example, when the pipe 3 is supported on the structure side and the pipe 4 is supported on the ground side, When a relative force such as an arrow A is applied to the pipe 4 on the side, the bent pipe joint 5 moves the part on the pipe 4 side in the direction A by the force, and the part on the pipe 3 side is accompanied by the arrow. It is bent in the A direction and deformed. At this time, since the portion on the pipe 3 side is suspended swingably on the hanging tool 11, it can be freely deformed without being affected by the pipe 3. When a relative force in the direction opposite to the arrow A is applied to the ground side pipe 4, the pipe 3 side portion is bent and deformed in the direction opposite to the arrow A accordingly. When a relative force such as an arrow B is applied to the construction-side piping 3 with respect to the ground-side piping 4, the bent fitting 5 moves the portion on the piping 3 side in the B direction by the force. The portion on the pipe 4 side is bent and deformed in the direction of arrow B accordingly. At that time, since the portion on the side of the pipe 4 is swingably suspended from the hanger 11, it can be freely deformed without being affected by the pipe 4. Further, when a relative force in the direction opposite to the arrow B is applied to the pipe 3 on the structure side, the portion on the pipe 4 side is bent and deformed in the direction opposite to the arrow B accordingly.
[0014]
【The invention's effect】
As described above, the suspension device having the seismic isolation pipe structure described in claim 1 is considerably long because the middle part of the bent pipe joint is suspended from the upper side by the suspension device supported by the pipe. Even when a bent pipe joint is used, it is possible to avoid a downward drop of the intermediate portion due to its flexibility, and it is possible to effectively prevent the pipe strength and life of the portion from being lowered.
Also, since bent pipe joints are swingably suspended from a suspension device, bent pipe joints are affected by piping when a bending stress is applied to the bent pipe joints due to an earthquake or the like. Without being deformed or moved in accordance with the flexibility. Therefore, it becomes possible to fully exhibit the seismic isolation function by the bent pipe joint.
Furthermore, a cantilever suspension arm 8 supported at one end by a connecting base 16 attached to the pipe is provided, and a suspension tool 11 attached to the other end of the suspension arm 8 is used in the middle of the bent pipe joint 5. Therefore, it is possible to provide a suspension device having a seismic isolation piping structure that is easy to install and highly reliable.
[0015]
Further, the suspension device of the seismic isolation piping structure according to claim 2 has a suspension arm that can be expanded and contracted, and the bent pipe joint is suspended swingably on the suspension arm. Can be adjusted to the optimum position.
Further suspension device seismic isolation pipe structure according to claim 3, since the hanging arm is pivotally supported on the pipe, when the moving force, such deformation stress and laterally bent pipe fittings such as by an earthquake is given In addition, the bent pipe joint can be deformed and moved in accordance with its flexibility without being affected by the piping within a larger allowable range.
[Brief description of the drawings]
FIG. 1 is a perspective view showing an example of a seismic isolation piping structure of the present invention.
2 is an exploded perspective view showing a suspension device 7 in the seismic isolation piping structure of FIG. 1;
3 is an enlarged front view of a connecting base 16 in FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Pipe line 2 Bending part 3 Piping 4 Piping 5 Bending pipe joint 6 Flange 7 Lifting device 8 Suspension arm 9 Base part 10 Sliding part 11 Suspension tool 12 Bolt hole 13 Bolt hole 14 Slit part 14a Bolt 15 Bolt hole 16 Connection base 16a Connection Part 16b base part 16c arc part 16d bolt hole 16e screw hole 17 flange 18 flange 19 bolt 20 bolt 21 washer 22 eye bolt 23 nut

Claims (3)

可撓性の曲がり管継手5を介して配管3,4を接続することにより管路1の曲がり部2が形成される免震配管構造であって、前記曲がり管継手5の途中が吊り装置7により上方から揺動自在に吊り下げられている免震配管構造の吊り装置において、
可撓性の曲がり管継手5と配管3,4とのフランジ接続部に固定される連結台座16と、
その連結台座16に一端が支持される片持ちの吊りアーム8と、
その吊りアーム8の他端部に取付られる吊り具11と、を具備し、
その吊り具11により前記曲がり管継手5の途中が支持されるように構成された免震配管構造の吊り装置。
In the seismic isolation piping structure in which the bent portion 2 of the pipe line 1 is formed by connecting the pipes 3 and 4 through the flexible bent pipe joint 5, the middle of the bent pipe joint 5 is a suspension device 7. In the suspension device of the seismic isolation pipe structure that is suspended swingably from above by
A connecting pedestal 16 fixed to the flange connection between the flexible bent pipe joint 5 and the pipes 3 and 4;
A cantilever suspension arm 8 whose one end is supported by the connecting base 16;
A suspension 11 attached to the other end of the suspension arm 8, and
A suspension device having a seismic isolation piping structure configured so that the bent pipe joint 5 is supported by the suspension 11.
吊り装置7が伸縮可能な吊りアーム8を有し、該吊りアーム8に曲がり管継手5が揺動自在に吊り下げられている請求項1に記載の免震配管構造の吊り装置Suspension device 7 has a telescopic suspension arm 8, the hanging device seismic isolation pipe structure according to claim 1 in which the bent pipe joint 5 in the hanging Ri arms 8 are suspended to swing freely. 吊りアーム8が配管3,4に旋回可能に支持される請求項2に記載の免震配管構造の吊り装置 The suspension device of the seismic isolation piping structure according to claim 2, wherein the suspension arm 8 is rotatably supported by the pipes 3 and 4.
JP06414898A 1998-02-26 1998-02-26 Seismic isolation piping suspension system Expired - Lifetime JP4196021B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06414898A JP4196021B2 (en) 1998-02-26 1998-02-26 Seismic isolation piping suspension system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06414898A JP4196021B2 (en) 1998-02-26 1998-02-26 Seismic isolation piping suspension system

Publications (2)

Publication Number Publication Date
JPH11248041A JPH11248041A (en) 1999-09-14
JP4196021B2 true JP4196021B2 (en) 2008-12-17

Family

ID=13249716

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06414898A Expired - Lifetime JP4196021B2 (en) 1998-02-26 1998-02-26 Seismic isolation piping suspension system

Country Status (1)

Country Link
JP (1) JP4196021B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109505281A (en) * 2018-11-20 2019-03-22 徐州徐工环境技术有限公司 A kind of assembled cleaning vehicle locking device of adjustable duck angle of attack degree
CN109736243B (en) * 2019-03-25 2023-12-19 海汇汽车制造有限公司 Adjustable fixing device for three-bend front punch of sprinkler
CN112443714B (en) * 2020-11-10 2022-08-30 彩虹(合肥)液晶玻璃有限公司 Water absorption air pipe expansion device for grinding liquid crystal glass
CN114923040B (en) * 2022-05-11 2023-10-03 中煤江南建设发展集团有限公司 Conduit fixing structure for grouting engineering piles and use method

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58178583U (en) * 1982-05-26 1983-11-29 三菱重工業株式会社 High temperature and high pressure piping structure
JPH0231666Y2 (en) * 1985-11-29 1990-08-27
JP3718782B2 (en) * 1996-04-25 2005-11-24 株式会社サンケイ技研 Piping support method in a vibration isolation structure
JPH10339386A (en) * 1997-06-05 1998-12-22 Takenaka Komuten Co Ltd Piping supporter device
JP3714772B2 (en) * 1997-06-05 2005-11-09 株式会社竹中工務店 Piping support device
JPH11132365A (en) * 1997-10-27 1999-05-21 Hitachi Metals Ltd Base isolation piping

Also Published As

Publication number Publication date
JPH11248041A (en) 1999-09-14

Similar Documents

Publication Publication Date Title
US6158475A (en) Underground pipe support
KR101712803B1 (en) Hanger Apparatus For Ceiling Which is Designed For Earthquake-resistant
CA2053747C (en) Self-closing clamping apparatus
US5779198A (en) Hanger bracket
US8726607B1 (en) Sway brace assembly and method of restraining pipe relative to a building structure
JP4196021B2 (en) Seismic isolation piping suspension system
KR101830918B1 (en) Support unit for fire fighting sprinkler
KR20230113252A (en) Sway Brace Device For Buildings Like Pipe
US20100264278A1 (en) Conduit hanger
KR102231312B1 (en) Protector of communication cable underground wiring pipe
JP3714772B2 (en) Piping support device
JPH0898379A (en) Snow enduring device for lateral for electric pole
CN215452335U (en) Support structure capable of freely overturning
JP6776012B2 (en) Overhead line support device in tunnel
JP2001279700A (en) Piping structure for work machine
JP2001041353A (en) Joint structure of piping
JPH1144382A (en) Hanging device for displacement absorbing joint in piping facility
CN216177460U (en) Joint arm assembly and arc welding robot
JPH11132365A (en) Base isolation piping
CN113523512A (en) Joint arm assembly and arc welding robot
KR101859982B1 (en) Unit for connecting pipes
CN219975657U (en) Water supply and drainage pipeline protection structure
JP3876052B2 (en) Support device for displacement hose for absorbing displacement in drainage pipe
JP2566852Y2 (en) Telescopic arm piping structure
CN218320289U (en) Adjustable concrete pipeline lifting appliance and lifting system thereof

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20041203

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080617

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080728

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20080909

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20080912

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111010

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20141010

Year of fee payment: 6

EXPY Cancellation because of completion of term