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JPH10160039A - Earthquake-resistant piping device for vibration isolated building - Google Patents

Earthquake-resistant piping device for vibration isolated building

Info

Publication number
JPH10160039A
JPH10160039A JP31778896A JP31778896A JPH10160039A JP H10160039 A JPH10160039 A JP H10160039A JP 31778896 A JP31778896 A JP 31778896A JP 31778896 A JP31778896 A JP 31778896A JP H10160039 A JPH10160039 A JP H10160039A
Authority
JP
Japan
Prior art keywords
building
earthquake
seismic isolation
turning
foundation
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
JP31778896A
Other languages
Japanese (ja)
Inventor
Mitsuo Nakagawa
光男 中川
Akio Nagai
明夫 永井
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.)
Niigata Engineering Co Ltd
Original Assignee
Niigata Engineering 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 Niigata Engineering Co Ltd filed Critical Niigata Engineering Co Ltd
Priority to JP31778896A priority Critical patent/JPH10160039A/en
Publication of JPH10160039A publication Critical patent/JPH10160039A/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
    • F16L27/00Adjustable joints, Joints allowing movement
    • F16L27/08Adjustable joints, Joints allowing movement allowing adjustment or movement only about the axis of one pipe

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Branch Pipes, Bends, And The Like (AREA)
  • Joints Allowing Movement (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a vibration isolated building equipped with an earthquake- resistant piping device which can attain high mechanical strength and withstanding pressure, reduction in a fitting space, elimination of facilities, and whose turning force is small and whose reaction force at a fixed point is small. SOLUTION: This earthquake-resistant piping device 6 consists of six tuning parts 1 to 6, a plurality of straight pipe parts 7, 11, 13, 19 and 17, and a plurality of bent pipe parts 8, 9, 10, 12, 18, 16, 15 and 14. Respective pipes are fixedly connected, or are turnably connected the turning parts to be formed into a deformable dog-leg shape, which is formed between the fixed piping 4 of a foundation and the fixed piping 5 of a building. The turning parts 1 to 6 are joints whose coupling and swing, made of steel, are turnably connected by a plurality of balls held by a double row ball races and respective ball races. The earthquake-resistance piping device 6 absorbs the relative movement of the building and the foundation. The movement in the vertical direction, horizontal direction, front/rear direction (vertical direction to this page space), and a turning direction (turning direction whose turning axis is the vertical direction) is absorbed in the turning parts 1 to 6.

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、免震建物用耐震配
管装置に関する。
The present invention relates to a seismic piping system for a base-isolated building.

【0002】[0002]

【従来の技術】図6(a)は免震建物の構成を示す。建
物1は、免震装置2を介して基礎3の上に建てられてい
る。一般的な免震装置2は、円盤形のゴム板と鋼板を交
互に積み上げたものの中心に円柱状の鉛プラグを配置し
た構成になっている。ゴム板は、主に建物自重を受ける
ために垂直剛性は高くして変位を微小にし、水平剛性は
低くして容易に変位可能な機能を持つ。鉛プラグは、地
震の入力エネルギを消費させ、減衰効果を高める。地震
によって基礎3が揺れると、その揺れは免震装置2に吸
収され、建物1は全体の形状を保ちながら水平方向にゆ
っくり揺れ、振動は大幅に減衰する。
2. Description of the Related Art FIG. 6A shows a structure of a base-isolated building. The building 1 is built on a foundation 3 via a seismic isolation device 2. The general seismic isolation device 2 has a configuration in which a disk-shaped rubber plate and a steel plate are alternately stacked, but a columnar lead plug is arranged at the center. The rubber plate has a function of easily displacing the rubber plate by increasing its vertical rigidity and minimizing the displacement, and lowering the horizontal rigidity because it mainly receives its own weight. Lead plugs consume the input energy of an earthquake and enhance the damping effect. When the foundation 3 shakes due to the earthquake, the shaking is absorbed by the seismic isolation device 2, the building 1 slowly shakes in the horizontal direction while maintaining the overall shape, and the vibration is greatly attenuated.

【0003】地震が発生して建物1が揺れる時には、建
物1側の配管と基礎3側の配管の間に位置のずれが生じ
る。これを吸収するために、従来は建物1と基礎3の間
の配管にステンレス製やゴム製のフレキシブル継ぎ手
や、ボールジョイントが使用されていた。
When the building 1 shakes due to an earthquake, a displacement occurs between the piping on the building 1 side and the piping on the foundation 3 side. Conventionally, in order to absorb this, a flexible joint made of stainless steel or rubber or a ball joint has been used for the pipe between the building 1 and the foundation 3.

【0004】[0004]

【発明が解決しようとする課題】フレキシブル継ぎ手
は、地震による相対変位によって生じる伸びや捩じれに
弱く、また耐圧力が低く、取付けスペースが大きいとい
う問題がある。ボールジョイントは、耐圧力は高いもの
の、動きに大きな力が必要なため固定点における反力が
大きく、傾き防止ガイドやスライド架台が必要であり、
やはり取付けスペースが大きいという問題がある。
The flexible joint has problems that it is susceptible to elongation and torsion caused by relative displacement due to an earthquake, has low pressure resistance, and has a large mounting space. Although ball joints have high pressure resistance, they require a large force to move, so the reaction force at the fixed point is large, and a tilt prevention guide and slide base are required.
Again, there is a problem that the mounting space is large.

【0005】本発明は、機械的強度及び耐圧力が高く、
取付けスペースが小さく、傾き防止ガイドやスライド架
台等の付帯設備が不要であり、回転力が小さく固定点に
おける反力が小さい免震建物用耐震配管装置を提供する
ことを目的としている。
The present invention has high mechanical strength and pressure resistance,
It is an object of the present invention to provide an earthquake-resistant piping device for a base-isolated building which has a small mounting space, does not require ancillary equipment such as a tilt prevention guide and a slide stand, and has a small rotating force and a small reaction force at a fixed point.

【0006】[0006]

【課題を解決するための手段】請求項1に記載された免
震建物用耐震配管装置は、地震時には免震装置を介して
相対的に移動する第1の構造物と第2の構造物との間に
設けられ、複数の直管部と複数の曲管部と回転可能な複
数の継ぎ手から構成される。
According to a first aspect of the present invention, there is provided a seismic isolation piping system for a seismic isolation building, comprising: a first structure and a second structure which relatively move via the seismic isolation device during an earthquake; And a plurality of straight pipe sections, a plurality of curved pipe sections, and a plurality of rotatable joints.

【0007】請求項2に記載された免震建物用耐震配管
装置は、請求項1記載の免震建物用耐震配管装置におい
て、第1の構造物である建物が、第2の構造物である基
礎の上に、前記免震装置を介して設置されていることを
特徴としている。
According to a second aspect of the present invention, there is provided an earthquake-resistant piping apparatus for a base-isolated building according to the first aspect, wherein the first structure is a second structure. It is characterized by being installed on a foundation via the seismic isolation device.

【0008】請求項3に記載された免震建物用耐震配管
装置は、請求項1記載の免震建物用耐震配管装置におい
て、第1の構造物である上側建物が、第2の構造物であ
る下側建物の上に、前記免震装置を介して設置されてい
ることを特徴としている。
According to a third aspect of the present invention, there is provided the seismic isolation piping system for a seismic isolation building according to the first aspect, wherein the upper building as the first structure is a second structure. It is characterized by being installed on a certain lower building via the seismic isolation device.

【0009】請求項4に記載された免震建物用耐震配管
装置は、請求項1記載の免震建物用耐震配管装置におい
て、第1の構造物と第2の構造物が、それぞれ前記免震
装置を介してそれぞれ基礎の上に建てられていることを
特徴としている。
According to a fourth aspect of the present invention, there is provided the seismic isolation piping system for a seismic isolation building according to the first aspect, wherein the first structure and the second structure are each the seismic isolation device. It is characterized by being built on a foundation via devices.

【0010】請求項5に記載された免震建物用耐震配管
装置は、請求項1又は2又は3又は4記載の免震建物用
耐震配管装置において、前記継ぎ手が、複列のボールレ
ースと前記各ボールレースに保持された複数個のボール
を備えた回転可能な継ぎ手であることを特徴としてい
る。
According to a fifth aspect of the present invention, there is provided a seismic isolation piping system for a seismic isolation building according to the first, second, third, or fourth aspect, wherein the joint comprises a double row ball race and the ball race. It is a rotatable joint having a plurality of balls held in each ball race.

【0011】[0011]

【発明の実施の形態】本発明の実施の形態の第1の例を
図1、図5及び図6を参照して説明する。本例は、図6
(a)で示した構造物としての免震建物1に、同図
(b)に示すような免震建物用耐震配管装置6を設けた
ものである。図6(b)に示すように、構造物としての
基礎3の上には、固定配管4が配置されている。この固
定配管4の先端は建物1の近傍で鉛直上方に向けられて
いる。基礎3の上に免震装置2を介して設置された建物
1には、鉛直方向に沿って固定配管5が配置されてお
り、その下端は真下に向けられている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described with reference to FIGS. This example is shown in FIG.
The seismic isolation building 1 as a structure shown in (a) is provided with a seismic pipe system 6 for seismic isolation building as shown in FIG. As shown in FIG. 6B, a fixed pipe 4 is arranged on a foundation 3 as a structure. The tip of the fixed pipe 4 is directed vertically upward in the vicinity of the building 1. In the building 1 installed on the foundation 3 via the seismic isolation device 2, a fixed pipe 5 is arranged along the vertical direction, and the lower end thereof is directed right below.

【0012】図1に示すように、この免震建物用耐震配
管装置6(以下、耐震配管装置6と呼ぶ。)は、6個の
回転部と、複数の直管部と、複数の曲管部からなり、こ
れらの各管が固定的又は回転可能に接続されて変形可能
なドッグレッグ形状を構成したものであり、基礎3の固
定配管4と建物1の固定配管5の間に設けられる。
As shown in FIG. 1, this seismic pipe system 6 for seismic isolation building (hereinafter referred to as seismic pipe system 6) has six rotating parts, a plurality of straight pipes, and a plurality of curved pipes. These pipes are fixedly or rotatably connected to form a deformable dog leg shape, and are provided between the fixed pipe 4 of the foundation 3 and the fixed pipe 5 of the building 1.

【0013】基礎3の固定配管4には、短い直管7と、
3本の曲管8,9,10が順に接続されている。短い直
管7の側の2本の曲管8,9の両端の3か所には回転部
がそれぞれ設けられている。曲管10に固定され
た下側の長い直管11の上端には曲管12を介して短い
直管13が接続されている。建物1の固定配管5には、
3本の曲管14,15,16が順に接続されている。建
物側から2本目の曲管15の両端の2か所には回転部
がそれぞれ設けられている。曲管16に固定された上
側の長い直管17の下端には曲管18を介して短い直管
19が接続されている。2本の短い直管13,19の間
には回転部が設けられている。
The fixed pipe 4 of the foundation 3 has a short straight pipe 7,
Three curved tubes 8, 9, 10 are connected in order. Rotating parts are respectively provided at three places on both ends of the two curved pipes 8 and 9 on the side of the short straight pipe 7. A short straight pipe 13 is connected via a bent pipe 12 to the upper end of a lower long straight pipe 11 fixed to the bent pipe 10. In the fixed piping 5 of the building 1,
Three curved tubes 14, 15, 16 are connected in order. Rotating parts are provided at two places at both ends of the second curved tube 15 from the building side. A short straight pipe 19 is connected via a curved pipe 18 to the lower end of the upper long straight pipe 17 fixed to the bent pipe 16. A rotating part is provided between the two short straight pipes 13 and 19.

【0014】本例の回転部〜は、図5に示す回転可
能な継ぎ手20である。この継ぎ手20は、鋼製のカッ
プリング21とスイング22を、複列のボールレースと
各ボールレースに保持された複数個のボール23で回転
可能に接続した継ぎ手である。内部流体は、カップリン
グ21とスイング22の間に設けた内圧パッキン24で
漏洩防止する。内圧パッキン24及びボール23よりも
外側において、カップリング21とスイング22の間に
はダストシール25が設けられ、外部からのゴミや雨水
の浸入を防止する。
The rotating part 1 of this embodiment is a rotatable joint 20 shown in FIG. The joint 20 is a joint in which a steel coupling 21 and a swing 22 are rotatably connected by a double-row ball race and a plurality of balls 23 held in each ball race. The internal fluid is prevented from leaking by an internal pressure packing 24 provided between the coupling 21 and the swing 22. A dust seal 25 is provided between the coupling 21 and the swing 22 outside the inner pressure packing 24 and the ball 23 to prevent dust and rainwater from entering from outside.

【0015】本例の耐震配管装置6は、建物と基礎3の
相対的な移動を吸収する。図1(a)において、上下方
向の移動の吸収は回転部の作用による。左右方向
の移動の吸収は回転部の作用による。前後方向
(紙面に対して垂直方向)の移動の吸収は回転部の
作用による。回転方向(上下方向を回転軸とした回転方
向)の移動の吸収は回転部の作用による。
The earthquake-resistant piping device 6 of the present embodiment absorbs the relative movement between the building and the foundation 3. In FIG. 1A, the absorption of the vertical movement is due to the action of the rotating part. Absorption of the movement in the left-right direction is due to the action of the rotating part. Absorption of the movement in the front-rear direction (the direction perpendicular to the paper surface) is due to the action of the rotating unit. Absorption of the movement in the rotation direction (the rotation direction with the vertical direction as the rotation axis) is due to the action of the rotation unit.

【0016】本発明の実施の形態の第2の例を図2を参
照して説明する。この耐震配管装置26は、5個の回転
部と、複数の直管部と、複数の曲管部からなり、これら
の各管が固定的又は回転可能に接続されて変形可能なド
ッグレッグ形状を構成したものであり、基礎3の固定配
管4と建物1の固定配管5の間に設けられる。
A second embodiment of the present invention will be described with reference to FIG. The seismic piping device 26 is composed of five rotating parts, a plurality of straight pipe parts, and a plurality of curved pipe parts. Each of these pipes is fixedly or rotatably connected and has a deformable dog leg shape. It is provided between the fixed pipe 4 of the foundation 3 and the fixed pipe 5 of the building 1.

【0017】基礎3の固定配管4には、3本の曲管2
7,28,29が順に接続されている。基礎3側から2
本目の曲管28の両端の2か所には回転部がそれぞ
れ設けられている。曲管29に固定された下側の長い直
管30の上端には曲管31を介して短い直管32が接続
されている。建物1の固定配管5には、3本の曲管3
3,34,35が順に接続されている。建物1側から2
本目の曲管34の両端の2か所には回転部がそれぞ
れ設けられている。曲管35に固定された上側の長い直
管36の下端には曲管37を介して短い直管38が接続
されている。2本の短い直管32,38の間には回転部
が設けられている。本例の回転部〜は、第1の例
と同じ回転可能な継ぎ手20である。
The fixed pipe 4 of the foundation 3 has three curved pipes 2.
7, 28 and 29 are connected in order. 2 from the foundation 3 side
Rotating portions are provided at two positions on both ends of the curved tube 28, respectively. A short straight pipe 32 is connected via a curved pipe 31 to an upper end of a lower long straight pipe 30 fixed to the curved pipe 29. The fixed pipe 5 of the building 1 has three curved pipes 3
3, 34 and 35 are connected in order. 2 from building 1 side
Rotating portions are provided at two positions on both ends of the main curved tube 34, respectively. A short straight pipe 38 is connected to the lower end of the upper long straight pipe 36 fixed to the bent pipe 35 via a bent pipe 37. A rotating part is provided between the two short straight pipes 32 and 38. The rotating part of the present example is the same rotatable joint 20 as in the first example.

【0018】本例の耐震配管装置26は、建物1と基礎
3の相対的な移動を吸収する。図2(a)において、上
下方向の移動の吸収は回転部,,の作用による。
左右方向の移動の吸収は回転部,,の作用によ
る。前後方向(紙面に対して垂直方向)の移動の吸収は
回転部,の作用による。
The earthquake-resistant piping device 26 of the present embodiment absorbs relative movement between the building 1 and the foundation 3. In FIG. 2A, the movement in the vertical direction is absorbed by the action of the rotating parts.
Absorption of horizontal movement is due to the action of the rotating parts. Absorption of movement in the front-rear direction (perpendicular to the plane of the paper) is due to the action of the rotating part.

【0019】本発明の実施の形態の第3の例を図3を参
照して説明する。この耐震配管装置46は、3個の回転
部と、複数の直管部と、複数の曲管部からなり、これら
の各管が固定的又は回転可能に接続されて変形可能なド
ッグレッグ形状を構成したものであり、基礎3の固定配
管4と建物1の固定配管5の間に設けられる。
A third embodiment of the present invention will be described with reference to FIG. This seismic piping device 46 is composed of three rotating parts, a plurality of straight pipe parts, and a plurality of curved pipe parts. Each of these pipes is fixedly or rotatably connected and has a deformable dog leg shape. It is provided between the fixed pipe 4 of the foundation 3 and the fixed pipe 5 of the building 1.

【0020】基礎3の固定配管4には、2本の曲管4
7,48が順に接続されており、両曲管47,48の間
には回転部が設けられている。基礎3側から2本目の
曲管48に固定された下側の長い直管49の上端には曲
管50が接続されている。建物1の固定配管5には、2
本の曲管51,52が順に接続されており、両曲管5
1,52の間には回転部が設けられている。建物1側
から2本目の曲管52に固定された上側の長い直管53
の下端には曲管54が接続されている。各曲管50,5
4は回転部を介して接続されている。本例の回転部
〜は、第1の例と同じ回転可能な継ぎ手20である。
The fixed pipe 4 of the foundation 3 has two curved pipes 4
7 and 48 are connected in order, and a rotating portion is provided between the two curved tubes 47 and 48. A curved pipe 50 is connected to the upper end of a long straight pipe 49 on the lower side fixed to the second curved pipe 48 from the foundation 3 side. In the fixed pipe 5 of the building 1, 2
The two curved tubes 51 and 52 are connected in sequence, and both curved tubes 5
A rotating section is provided between the first and second sections. The long straight pipe 53 on the upper side fixed to the second curved pipe 52 from the building 1 side
A curved tube 54 is connected to the lower end of the tube. Each curved tube 50,5
Reference numeral 4 is connected via a rotating unit. The rotating part of the present example is the same rotatable joint 20 as in the first example.

【0021】本例の耐震配管装置46は、建物1と基礎
3の相対的な移動を吸収する。図3(a)において、上
下方向及び左右方向の移動が吸収される。
The earthquake-resistant piping device 46 of this embodiment absorbs relative movement between the building 1 and the foundation 3. In FIG. 3A, the movement in the vertical and horizontal directions is absorbed.

【0022】本発明の実施の形態の第4の例を図4を参
照して説明する。この耐震配管装置56は、3個の回転
部と、複数の直管部と、複数の曲管部からなり、これら
の各管が固定的又は回転可能に接続されて変形可能なド
ッグレッグ形状を構成したものであり、基礎3の固定配
管4と建物1の固定配管5の間に設けられる。本例の建
物1側の固定配管5の先端は、水平方向に向いている。
A fourth embodiment of the present invention will be described with reference to FIG. This earthquake-resistant piping device 56 is composed of three rotating parts, a plurality of straight pipe parts, and a plurality of curved pipe parts. Each of these pipes is fixedly or rotatably connected and has a deformable dog leg shape. It is provided between the fixed pipe 4 of the foundation 3 and the fixed pipe 5 of the building 1. The tip of the fixed pipe 5 on the building 1 side in this example is oriented in the horizontal direction.

【0023】基礎3の固定配管4には、2本の曲管5
7,58が順に接続されており、両曲管57,58の間
には回転部が設けられている。基礎3側から2本目の
曲管58に固定された下側の長い直管59の上端には曲
管60が接続されている。建物1の固定配管5には、2
本の曲管61,62が順に接続されており、両曲管6
1,62の間には回転部が設けられている。建物1側
から2本目の曲管62に固定された上側の長い直管63
の下端には曲管64が接続されている。各曲管60,6
4は回転部を介して接続されている。本例の回転部
〜は、第1の例と同じ回転可能な継ぎ手20である。
The fixed pipe 4 of the foundation 3 has two curved pipes 5
7 and 58 are connected in order, and a rotating portion is provided between the two curved tubes 57 and 58. A curved pipe 60 is connected to an upper end of a lower long straight pipe 59 fixed to a second curved pipe 58 from the foundation 3 side. In the fixed pipe 5 of the building 1, 2
The two curved tubes 61 and 62 are connected in order, and both curved tubes 6 are connected.
A rotating part is provided between the first and second parts. An upper long straight pipe 63 fixed to a second curved pipe 62 from the building 1 side
A curved tube 64 is connected to the lower end. Each curved tube 60, 6
Reference numeral 4 is connected via a rotating unit. The rotating part of the present example is the same rotatable joint 20 as in the first example.

【0024】本例の耐震配管装置56は、建物1と基礎
3の相対的な移動を吸収する。図4(a)において、上
下方向及び左右方向の移動が吸収される。
The earthquake-resistant piping device 56 of the present embodiment absorbs the relative movement between the building 1 and the foundation 3. In FIG. 4A, the movement in the vertical and horizontal directions is absorbed.

【0025】本発明の実施の形態の第5の例を図7を参
照して説明する。この耐震配管装置の構造は第1の例と
同一であり、図1乃至図6(b)と同一の符号を付して
説明を省略する。本実施例においては、建物自体が上下
の2層に分割されており、上側の構造物である上側建物
80と、下側の構造物である下側建物81の2つの部分
からなる。そして上側建物80と下側建物81との間
に、複数の第2の免震装置82がそれぞれ上下の柱8
3,84を介して設置されている。即ち、免震装置82
は、上側建物80(上階)と下側建物81(下階)との
間の柱84,84の間に設置される。そして、本例の耐
震配管装置6は、上側建物80の固定配管5と、下側建
物81の固定配管4の間に設けられている。本例の耐震
配管装置6は、上側建物80と下側建物81の間の相対
的な移動を吸収することができるので、地震等で建物が
揺れて上側建物と下側建物の位置が相対的にずれた時に
も、配管が損傷するおそれがない。
A fifth embodiment of the present invention will be described with reference to FIG. The structure of this earthquake-resistant piping device is the same as that of the first example, and the same reference numerals as those in FIGS. In this embodiment, the building itself is divided into upper and lower layers, and is composed of two parts, an upper building 80 as an upper structure and a lower building 81 as a lower structure. A plurality of second seismic isolation devices 82 are provided between the upper building 80 and the lower building 81 respectively.
It is installed via 3,84. That is, the seismic isolation device 82
Is installed between columns 84, 84 between an upper building 80 (upper floor) and a lower building 81 (lower floor). And the earthquake-resistant piping device 6 of this example is provided between the fixed piping 5 of the upper building 80 and the fixed piping 4 of the lower building 81. Since the earthquake-resistant piping device 6 of this example can absorb the relative movement between the upper building 80 and the lower building 81, the building shakes due to an earthquake or the like, and the positions of the upper building and the lower building are relatively shifted. When there is a deviation, there is no risk of damaging the piping.

【0026】本発明の実施の形態の第6の例を図8を参
照して説明する。この耐震配管装置の構造は第3の例と
同一であり、図3と同一の符号を付して説明を省略す
る。本例においては、免震装置2を介して基礎3の上に
建てられた建物1と、免震装置2を介して基礎3の上に
建てられた他の建物1aとの間に、耐震配管装置46が
設けられている。地域冷暖房等の場合、エネルギの供給
源を有する一方のビル(例えば建物1)で作られたスチ
ーム等を他のビル(例えば建物1a)に配給することが
ある。本例の耐震配管装置46は、このような場合に有
用である。両建物1.1aはそれぞれ免震装置2を有し
ているので、地震の時には互いに独立して振動するが、
両者を連結している配管は耐震配管装置46であり、両
建物1,1a間の相対的な移動を吸収することができる
ので、地震等で建物が揺れても配管が損傷するおそれが
ない。尚、耐震配管装置6も使用可能である。
A sixth embodiment of the present invention will be described with reference to FIG. The structure of this earthquake-resistant piping device is the same as that of the third example, and the same reference numerals as those in FIG. In this example, an earthquake-resistant pipe is provided between a building 1 built on a foundation 3 via a seismic isolation device 2 and another building 1a built on a foundation 3 via a seismic isolation device 2. A device 46 is provided. In the case of district heating / cooling, etc., steam or the like made in one building (for example, building 1) having an energy supply source may be distributed to another building (for example, building 1a). The earthquake-resistant piping device 46 of the present example is useful in such a case. Since both buildings 1.1a each have a seismic isolation device 2, they vibrate independently of each other during an earthquake,
The piping connecting the two is an earthquake-resistant piping device 46, which can absorb the relative movement between the two buildings 1 and 1a, so that there is no possibility that the piping will be damaged even if the building shakes due to an earthquake or the like. Incidentally, the earthquake-resistant piping device 6 can also be used.

【0027】[0027]

【発明の効果】本発明の免震建物用耐震配管装置は、複
数の回転部を有するドッグレッグ形状なので、次のよう
な効果が得られる。 回転部の機械的強度及び耐圧力が高い。 ドッグレッグ形状のため取付けスペースが小さい。 傾き防止ガイドやスライド架台等の付帯設備が不要で
ある。 回転力が小さいことから固定点における反力が小さ
い。
The seismic piping system for a base-isolated building according to the present invention has the following effects because it has a dog-leg shape having a plurality of rotating parts. High mechanical strength and pressure resistance of rotating part. Small mounting space due to dog leg shape. Ancillary equipment such as a tilt prevention guide and a slide stand are not required. Since the rotational force is small, the reaction force at the fixed point is small.

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

【図1】(a)本発明の実施の形態の第1の例の正面図
である。(b)同側面図である。
FIG. 1 (a) is a front view of a first example of an embodiment of the present invention. (B) It is the same side view.

【図2】(a)本発明の実施の形態の第2の例の正面図
である。(b)同側面図である。
FIG. 2A is a front view of a second example of the embodiment of the present invention. (B) It is the same side view.

【図3】(a)本発明の実施の形態の第3の例の正面図
である。(b)同側面図である。
FIG. 3A is a front view of a third example of the embodiment of the present invention. (B) It is the same side view.

【図4】(a)本発明の実施の形態の第4の例の正面図
である。(b)同側面図である。
FIG. 4A is a front view of a fourth example of the embodiment of the present invention. (B) It is the same side view.

【図5】本発明の実施の形態の第1の例における継ぎ手
の半断面図である。
FIG. 5 is a half sectional view of a joint according to the first embodiment of the present invention.

【図6】(a)免震建物の構造を示す図である。(b)
免震建物に設けられた第1の例の耐震配管装置を示す図
である。
FIG. 6A is a diagram showing the structure of a base-isolated building. (B)
It is a figure showing the 1st example of an earthquake-resistant piping device provided in a base-isolated building.

【図7】本発明の実施の形態の第5の例である免震建物
及び耐震配管装置を示す図である。
FIG. 7 is a diagram showing a seismic isolation building and an earthquake-resistant piping device according to a fifth embodiment of the present invention.

【図8】本発明の実施の形態の第6の例である免震建物
及び耐震配管装置を示す図である。
FIG. 8 is a diagram illustrating a seismic isolation building and a seismic pipe system according to a sixth embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 上側の構造物としての建物 2,82 免震装置 3 下側の構造物としての基礎 4 構造物としての基礎の側にある固定配管 5 構造物としての建物の側にある固定配管 6,26,46,56 耐震配管装置 20 回転部としての継ぎ手 23 ボール 8,9,10,12,14,15,16,18,27,
28,29,31,33,34,35,37,47,4
8,50,51,52,54,57,58,60,6
1,62,64 曲管 7,11,13,17,19,30,32,36,4
9,53,59,63直管 ,,,,, 回転部 80 上側の構造物としての上側建物 81 下側の構造物としての下側建物
DESCRIPTION OF SYMBOLS 1 Building as an upper structure 2,82 Seismic isolation device 3 Foundation as a lower structure 4 Fixed piping on the foundation side as a structure 5 Fixed piping on the building side as a structure 6,26 , 46, 56 Seismic piping device 20 Joint as rotating part 23 Ball 8, 9, 10, 12, 14, 15, 16, 18, 27,
28, 29, 31, 33, 34, 35, 37, 47, 4
8,50,51,52,54,57,58,60,6
1,62,64 curved pipes 7,11,13,17,19,30,32,36,4
9, 53, 59, 63 Straight pipe,,, rotating part 80 Upper building as upper structure 81 Lower building as lower structure

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 地震時には免震装置を介して相対的に移
動する第1の構造物と第2の構造物との間に設けられ、
複数の直管部と複数の曲管部と回転可能な複数の継ぎ手
からなる免震建物用耐震配管装置。
Claims: 1. An earthquake is provided between a first structure and a second structure which relatively move via an isolation device during an earthquake,
Seismic isolation system for seismic isolation building consisting of multiple straight pipe sections, multiple curved pipe sections, and multiple rotatable joints.
【請求項2】 第1の構造物である建物が、第2の構造
物である基礎の上に、前記免震装置を介して設置された
請求項1記載の免震建物用耐震配管装置。
2. The seismic pipe system for a seismic isolation building according to claim 1, wherein the building as the first structure is installed on the foundation as the second structure via the seismic isolation device.
【請求項3】 第1の構造物である上側建物が、第2の
構造物である下側建物の上に、前記免震装置を介して設
置された請求項1記載の免震建物用耐震配管装置。
3. An earthquake-resistant building for a seismic isolation building according to claim 1, wherein the upper building as the first structure is installed on the lower building as the second structure via the seismic isolation device. Plumbing equipment.
【請求項4】 第1の構造物と第2の構造物が、それぞ
れ前記免震装置を介してそれぞれ基礎の上に建てられて
いる請求項1記載の免震建物用耐震配管装置。
4. The seismic piping device for a seismic isolation building according to claim 1, wherein the first structure and the second structure are respectively built on a foundation via the seismic isolation device.
【請求項5】 前記継ぎ手は、複列のボールレースと前
記各ボールレースに保持された複数個のボールを備えた
回転可能な継ぎ手である請求項1又は2又は3又は4記
載の免震建物用耐震配管装置。
5. The seismic isolation building according to claim 1, wherein said joint is a rotatable joint having a double row of ball races and a plurality of balls held by each of said ball races. For seismic piping equipment.
JP31778896A 1996-11-28 1996-11-28 Earthquake-resistant piping device for vibration isolated building Pending JPH10160039A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31778896A JPH10160039A (en) 1996-11-28 1996-11-28 Earthquake-resistant piping device for vibration isolated building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31778896A JPH10160039A (en) 1996-11-28 1996-11-28 Earthquake-resistant piping device for vibration isolated building

Publications (1)

Publication Number Publication Date
JPH10160039A true JPH10160039A (en) 1998-06-16

Family

ID=18092056

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31778896A Pending JPH10160039A (en) 1996-11-28 1996-11-28 Earthquake-resistant piping device for vibration isolated building

Country Status (1)

Country Link
JP (1) JPH10160039A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2359120A (en) * 2000-01-28 2001-08-15 Newteam Ltd Connection arrangement for the water inlet of a shower unit
JP2009074652A (en) * 2007-09-21 2009-04-09 Kawasaki Heavy Ind Ltd Seismic isolator and semiconductor manufacturing facility
JP2010185581A (en) * 2010-06-03 2010-08-26 Fujita Corp Base isolation piping connection structure and fixation structure of the same
JP2011220469A (en) * 2010-04-12 2011-11-04 Niigata Loading Systems Ltd Swivel joint
US20130202447A1 (en) * 2010-05-25 2013-08-08 Thomas OESTERGAARD segmented jacket construction, in particular for a foundation for a wind turbine installation
JP2022038005A (en) * 2020-08-26 2022-03-10 Jfeスチール株式会社 Retention device, and method of attaching movable component

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2359120A (en) * 2000-01-28 2001-08-15 Newteam Ltd Connection arrangement for the water inlet of a shower unit
GB2359120B (en) * 2000-01-28 2004-02-04 Newteam Ltd Pipework connection arrangement
GB2359120C (en) * 2000-01-28 2010-05-12 Newteam Ltd Pipework connection arrangement
JP2009074652A (en) * 2007-09-21 2009-04-09 Kawasaki Heavy Ind Ltd Seismic isolator and semiconductor manufacturing facility
JP2011220469A (en) * 2010-04-12 2011-11-04 Niigata Loading Systems Ltd Swivel joint
US20130202447A1 (en) * 2010-05-25 2013-08-08 Thomas OESTERGAARD segmented jacket construction, in particular for a foundation for a wind turbine installation
US9366237B2 (en) * 2010-05-25 2016-06-14 Siemens Aktiengesellschaft Segmented jacket construction, in particular for a foundation for a wind turbine installation
JP2010185581A (en) * 2010-06-03 2010-08-26 Fujita Corp Base isolation piping connection structure and fixation structure of the same
JP2022038005A (en) * 2020-08-26 2022-03-10 Jfeスチール株式会社 Retention device, and method of attaching movable component

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