JP2000065254A - Piping holding structure of base-isolated building - Google Patents

Piping holding structure of base-isolated building

Info

Publication number
JP2000065254A
JP2000065254A JP10237586A JP23758698A JP2000065254A JP 2000065254 A JP2000065254 A JP 2000065254A JP 10237586 A JP10237586 A JP 10237586A JP 23758698 A JP23758698 A JP 23758698A JP 2000065254 A JP2000065254 A JP 2000065254A
Authority
JP
Japan
Prior art keywords
arm
building
connecting pipe
pipe
slider
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP10237586A
Other languages
Japanese (ja)
Other versions
JP4267097B2 (en
Inventor
Harumoto Nitta
晴基 新田
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.)
Tokkyo Kiki KK
Original Assignee
Tokkyo Kiki 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 Tokkyo Kiki KK filed Critical Tokkyo Kiki KK
Priority to JP23758698A priority Critical patent/JP4267097B2/en
Publication of JP2000065254A publication Critical patent/JP2000065254A/en
Application granted granted Critical
Publication of JP4267097B2 publication Critical patent/JP4267097B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • 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

Abstract

PROBLEM TO BE SOLVED: To provide a piping holding structure which can prevent the damage to piping in an earthquake in a building having a base-isolated structure. SOLUTION: One end of a connecting pipe 1 is connected through a pipe 3b fixed to a base isolated structural building side, and a flexible and expansible fitting 2b. The other end of the connecting pipe 1 is connected through a pipe 3a fixed to a foundation side, and a flexible and expansible coupling 2a. To either one side of the foundation and the base-isolated building, a rotary shaft 7 is installed, and an arm 8 is pivoted rotatable to the rotary shaft 7. A slider 9 slidable along the arm 8 is installed to the arm 8, while the connecting pipe 1 is connected to the slider 9.

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、免震構造を備えた
建築物の配管の保持構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe holding structure for a building having a seismic isolation structure.

【0002】[0002]

【従来の技術】地震の際に免震装置により建築物自体の
揺れを少なくする免震構造を備えた建築物が注目されて
いる。図13は免震構造を備えた建築物の免震機構の概
念を示した図である。(A)は通常時の状態を示してお
り、(B)は地震の際の状態を示している。土地(イ)
が震動しても、免震装置(ウ)の働きで建築物(ア)自
体の震動は抑制され、倒壊等を免れることができる。
2. Description of the Related Art Attention has been paid to a building having a seismic isolation structure in which a seismic isolation device is used to reduce the shaking of the building itself during an earthquake. FIG. 13 is a diagram showing a concept of a seismic isolation mechanism of a building having a seismic isolation structure. (A) shows a normal state, and (B) shows a state at the time of an earthquake. Land (a)
Even if there is a vibration, the vibration of the building (a) itself is suppressed by the function of the seismic isolation device (c), and the collapse or the like can be avoided.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、土地と
建物との間は相対的に位置関係が変化するために、建築
物自体に被害がなくても土地から建物につながるガス,
電気,上下水道等の配管は破損してしまい、ガス漏れ,
漏電等の危険を招くおそれがあり、地中の配管の修復に
は大きな時間や手間が必要とされる。
However, since the relative position between the land and the building changes relatively, the gas from the land to the building can be used even if the building itself is not damaged.
Piping for electricity, water and sewage, etc. will be damaged,
There is a risk of causing a danger such as a short circuit, and a large amount of time and labor is required to repair underground piping.

【0004】そこで、このような免震構造を備えた建築
物において、地震の際の配管の破損を防止する手段が求
められている。
Therefore, in a building having such a seismic isolation structure, there is a demand for means for preventing damage to the piping during an earthquake.

【0005】[0005]

【課題を解決するための手段】請求項1の免震構造建築
物の配管保持構造は、接続管(1)の一端は免震構造建築
物(ア)側に固定された配管(3b)と可撓性及び伸縮性を
有する継手(2b)を介して接続されており、接続管(1)の
他端は基礎(イ)側に固定された配管(3a)と可撓性及び
伸縮性を有する継手(2a)を介して接続されており、基礎
(イ)又は免震構造建築物(ア)のいずれか一方には回
転軸(7)が取り付けられており、該回転軸(7)にはアーム
(8)が回動自在に枢着されており、アーム(8)には該アー
ム(8)に沿ってスライド可能なスライダ(9)が取り付けら
れており、該スライダ(9)には前記接続管(1)が接続され
ていることを特徴とする。
According to a first aspect of the present invention, there is provided a pipe holding structure for a seismic isolation structure building, wherein one end of a connecting pipe (1) is connected to a pipe (3b) fixed to the seismic isolation structure building (a) side. It is connected via a flexible and stretchable joint (2b), and the other end of the connection pipe (1) has flexibility and stretchability with the pipe (3a) fixed to the base (a) side. Connected via a joint (2a) having a rotating shaft (7) attached to either the foundation (a) or the base-isolated building (a), and attached to the rotating shaft (7). Is an arm
(8) is pivotally connected to the arm (8), and a slider (9) slidable along the arm (8) is attached to the arm (8). The pipe (1) is connected.

【0006】これによれば、地震で土地と免震構造の建
物との間で相対的な位置関係が変化しても、配管(3a),
(3b)は可撓性及び伸縮性を有する継手(2a),(2b)で接続
されているので、継手(2a),(2b)が変形することにより
配管(3a),(3b)に強い力が加わることを防ぐことができ
る。これにより地震時の配管(3a),(3b)の破損を防止す
ることができる。
According to this, even if the relative positional relationship between the land and the seismically isolated building changes due to the earthquake, the piping (3a),
(3b) is connected to the joints (2a) and (2b) having flexibility and elasticity, so that the joints (2a) and (2b) are deformed so that the pipes (3a) and (3b) are strong. It can prevent the force from being applied. This can prevent the pipes (3a) and (3b) from being damaged during an earthquake.

【0007】2本の継手(2a),(2b)の間に位置する接続
管(1)はスライダ(9)に接続されて保持されるが、アーム
(8)に対するスライダ(9)のスライドと、回転軸(7)を中
心としたアーム(8)の回動により、スライダ(8)はアーム
回動面内で自由に動くことができる。したがって、継手
(2a),(2b)の変形により接続管(1)が移動してもスライ
ダ(9)は接続管(1)を保持し続けることができる。
A connecting pipe (1) located between the two joints (2a) and (2b) is connected to and held by a slider (9).
The slide of the slider (9) with respect to (8) and the rotation of the arm (8) about the rotation axis (7) allow the slider (8) to move freely within the arm rotation plane. Therefore, the joint
Even if the connecting pipe (1) moves due to the deformation of (2a) and (2b), the slider (9) can continue to hold the connecting pipe (1).

【0008】請求項2の免震構造建築物の配管保持構造
は、請求項1の配管保持構造において、アーム(8)の回
転軸と反対側の端部を支持するためのガイド部(11),(1
2)を備えたことを特徴とする。
According to a second aspect of the present invention, there is provided a pipe holding structure for a seismic isolation structure building, wherein the guide section (11) for supporting an end of the arm (8) on the opposite side to the rotating shaft is provided. , (1
2).

【0009】これによれば、アーム(8)に掛かる重量を
回転軸(7)とガイド部(11),(12)に分散することができ
るので、配管(3a),(3b)や継手(2a),(2b)が重い場合で
も十分な強度を得ることができる。
According to this, the weight applied to the arm (8) can be distributed to the rotating shaft (7) and the guide portions (11) and (12), so that the pipes (3a) and (3b) and the joint ( Even when 2a) and (2b) are heavy, sufficient strength can be obtained.

【0010】請求項3の免震構造建築物の配管保持構造
は、請求項1又は請求項2の配管保持構造において、接
続管(1)とスライダ(9)とはアーム(8)の回動方向に対し
て垂直方向に伸縮可能な接続部材(14)を介して接続され
ていることを特徴とする。
According to a third aspect of the present invention, there is provided a pipe holding structure for a seismic isolation structure building according to the first or second aspect, wherein the connecting pipe (1) and the slider (9) rotate the arm (8). It is characterized in that it is connected via a connecting member (14) which can be extended and contracted in a direction perpendicular to the direction.

【0011】請求項4の免震構造建築物の配管保持構造
は、請求項1又は請求項2の配管保持構造において、ア
ーム(8)が回動方向に対して垂直な方向に首振り可能で
あることを特徴とする。
According to a fourth aspect of the present invention, in the pipe holding structure for a seismic isolation structure building, the arm (8) can swing in a direction perpendicular to the rotating direction. There is a feature.

【0012】これらによれば、接続部材(14)の伸縮又は
アーム(8)の首振りにより、接続管(1)はアーム(8)の回
動方向のみならず、それに垂直な方向に移動することが
できる。したがって、垂直方向の振動にもある程度対応
することができる。
According to these, the connecting pipe (1) moves not only in the rotating direction of the arm (8) but also in the direction perpendicular thereto by the expansion and contraction of the connecting member (14) or the swing of the arm (8). be able to. Therefore, it is possible to cope with vertical vibration to some extent.

【0013】[0013]

【発明の実施の形態】[実施例1]図1は本発明の実施
例を示した斜視図であり、図2は本実施例の正面図であ
る。又、図3は本実施例の要部拡大平面図、図4は本実
施例の要部拡大正面断面図、図5は本実施例の要部拡大
側面断面図である。
[First Embodiment] FIG. 1 is a perspective view showing an embodiment of the present invention, and FIG. 2 is a front view of the present embodiment. FIG. 3 is an enlarged plan view of a main part of the present embodiment, FIG. 4 is an enlarged front sectional view of a main part of the present embodiment, and FIG.

【0014】(4)は基礎側の配管固定部であり、基礎側
の配管(3a)が取り付けられている。(5)は建築物底部側
の配管固定部であり、建築物側の配管(3b)が取り付けら
れている。(4a),(5a)は配管(3a),(3b)を配管固定部
(4),(5)に固定するためのUボルトである。
(4) is a pipe fixing part on the foundation side, to which the pipe (3a) on the foundation side is attached. (5) is a pipe fixing part on the bottom side of the building, to which the pipe (3b) on the building side is attached. (4a) and (5a) are piping (3a) and (3b) are piping fixing parts
U bolts for fixing to (4) and (5).

【0015】(1)は接続管であり、形状はL形で両端部
がフランジ部となっている。(2a)及び(2b)は伸縮性と可
撓性を有した継手である。接続管(1)は継手(2b)を介し
て建築物側の配管(3b)と接続されており、接続管(1)の
他端は継手(2a)を介して基礎側の配管(3a)と接続されて
いる。
(1) is a connecting pipe, which is L-shaped and has flanges at both ends. (2a) and (2b) are joints having elasticity and flexibility. The connection pipe (1) is connected to the building-side pipe (3b) via a joint (2b), and the other end of the connection pipe (1) is connected to the foundation-side pipe (3a) via a joint (2a). Is connected to

【0016】(7)は回転軸取付部(6)により建築物(ア)
の底部に取り付けられた回転軸である。(8)は回転軸に
回動可能に取り付けられたアームである。したがって、
アーム(8)は建物底面に略水平な面で回動することがで
きる。
(7) A building (A) with a rotating shaft mounting part (6)
Is a rotating shaft attached to the bottom of the. (8) is an arm rotatably attached to the rotating shaft. Therefore,
The arm (8) can rotate on a plane substantially horizontal to the bottom of the building.

【0017】(9)はアーム(8)に沿って移動可能に可能な
スライダであり、アーム(8)に対してスムーズに移動で
きるようにアーム(8)の上下面に当接する2つのローラ
ー部(9a)を有している。
(9) is a slider which can be moved along the arm (8), and has two roller portions abutting on the upper and lower surfaces of the arm (8) so as to be able to move smoothly with respect to the arm (8). (9a).

【0018】(10)はスライダ(9)と接続管(1)とを接続す
るめの接続管スライダ接続体であり、接続管(1)の高さ
を微調節するためのレベルアジャスター機能を有してい
る。又、(10a)は接続管(1)を固定するためのUボルトで
ある。
Reference numeral (10) denotes a connecting pipe slider connecting body for connecting the slider (9) and the connecting pipe (1), and has a level adjuster function for finely adjusting the height of the connecting pipe (1). ing. (10a) is a U-bolt for fixing the connecting pipe (1).

【0019】地震時に土地(イ)と免震構造の建物
(ア)との間で相対的な位置関係が変化すると、配管(3
a),(3b)に力がかからないように可撓性及び伸縮性を有
する継手(2a),(2b)が変形する。継手(2a),(2b)の変形
により接続管(1)は移動する。接続管(1)は接続管スライ
ダ接続体(10)を介してスライダ(9)に接続されているの
で、接続管(1)は移動に併せてスライダ(9)が移動する。
When the relative positional relationship between the land (a) and the seismically isolated building (a) changes during an earthquake, the piping (3)
The joints (2a) and (2b) having flexibility and elasticity are deformed so that no force is applied to (a) and (3b). The connecting pipe (1) moves due to the deformation of the joints (2a) and (2b). Since the connecting pipe (1) is connected to the slider (9) via the connecting pipe slider connecting body (10), the slider (9) moves as the connecting pipe (1) moves.

【0020】スライダ(9)は、アーム(8)に対するスライ
ドと、回転軸(7)を中心としたアーム(8)の回動により、
アーム回転面内で自由に動くことができる。したがっ
て、スライダ(9)は接続管(1)の移動に追従し、接続管
(1)を保持し続けることができる。
The slider (9) slides with respect to the arm (8), and rotates the arm (8) about the rotation axis (7).
It can move freely in the plane of rotation of the arm. Therefore, the slider (9) follows the movement of the connecting pipe (1) and
(1) can be maintained.

【0021】[実施例2]本実施例は特に支える配管の
重量が大きい場合に適した実施例である。基本構成は実
施例1と同様であるが、配管重量を分散するためにアー
ムの回転軸と反対側の端部付近を支持するガイド部を備
えている点が異なる。
[Embodiment 2] This embodiment is an embodiment particularly suitable when the weight of the pipe to be supported is large. The basic configuration is the same as that of the first embodiment, except that a guide portion for supporting the vicinity of the end opposite to the rotation axis of the arm is provided to distribute the weight of the pipe.

【0022】図6は本実施例の平面図、図7は本実施例
の正面図、図8は本実施例の要部拡大断面図である。(1
1)は円弧状のガイド溝であり、建築物(ア)の底部に取
り付けられている。アーム(8)の回転軸(7)と反対側の端
部にはローラ部材(12)が取り付けられている。ローラ部
材(12)の詳細は図8に示したが、アーム(8)と固定する
固定部(12a)と、ガイド溝(11)内で転がるローラ(12b)
と、これらを連結する連結部材(12c)とからなってい
る。
FIG. 6 is a plan view of the present embodiment, FIG. 7 is a front view of the present embodiment, and FIG. 8 is an enlarged sectional view of a main part of the present embodiment. (1
1) is an arc-shaped guide groove, which is attached to the bottom of the building (A). A roller member (12) is attached to an end of the arm (8) opposite to the rotation shaft (7). The details of the roller member (12) are shown in FIG.
And a connecting member (12c) for connecting these.

【0023】このような構造とすることにより、スライ
ダ(9)を介してアーム(8)に掛かる配管や継手(2a),(2
b)、接続管(1)の重量を、回転軸(7)とガイド溝(11)に分
散することができる。ガイド溝(11)は回転軸(7)を中心
とした円弧状に配されているためアーム(8)が回動して
も常にアーム(8)の端部を支持することができる。よっ
て、継手(2a),(2b)等の重量が大きい場合でも十分な機
械的強度を維持することができる。
With such a structure, the pipes and joints (2a), (2)
b) The weight of the connecting pipe (1) can be distributed to the rotating shaft (7) and the guide groove (11). Since the guide groove (11) is arranged in an arc around the rotation shaft (7), the end of the arm (8) can be always supported even when the arm (8) rotates. Therefore, sufficient mechanical strength can be maintained even when the weight of the joints (2a) and (2b) is large.

【0024】尚、本実施例ではガイド部として円弧状の
ガイド溝と、該ガイド溝内を走行するローラを用いた
が、ガイド部構造はこれに限定されず、例えば平面的な
ガイド板又はガイドレールと、その上を移動可能なキャ
スター等を用いたものでもよいでも良い。
In this embodiment, an arc-shaped guide groove and a roller running in the guide groove are used as the guide portion. However, the structure of the guide portion is not limited to this. For example, a planar guide plate or a guide may be used. A rail and a caster that can move on the rail may be used.

【0025】[実施例3]図9は本実施例の正面図であ
り、図10は接続管とスライダとの接続部分の拡大断面
図である。
[Embodiment 3] FIG. 9 is a front view of this embodiment, and FIG. 10 is an enlarged sectional view of a connection portion between a connection pipe and a slider.

【0026】実施例1及び実施例2は、水平方向(アー
ムの回転面)での移動に対応しているが、本実施例は、
垂直方向の揺れにも対応するようになっている。
The first embodiment and the second embodiment correspond to the movement in the horizontal direction (the rotation surface of the arm).
It is designed to respond to vertical shaking.

【0027】スライダ(13)は、接続管スライダ接続体(1
4)を介して接続管(1)に接続されているが、接続管スラ
イダ接続体(14)にはコイルバネ(14a)が備えられてい
る。
The slider (13) is connected to the connecting pipe slider connector (1).
Although connected to the connection pipe (1) via 4), the connection pipe slider connection body (14) is provided with a coil spring (14a).

【0028】平時にはバネ(14a)と接続管スライダ接続
体(14)に掛かる重量とがバランスした位置が接続管(1)
の上下位置となる。振動時には接続管(1)の上下振動に
合わせてコイルバネ(14a)が伸縮する。したがって、コ
イルバネ(14a)の伸縮範囲で上下振動に対応することが
できる。
In a normal state, the position where the spring (14a) and the weight applied to the connecting pipe slider connecting body (14) are balanced is the connecting pipe (1).
Up and down position. At the time of vibration, the coil spring (14a) expands and contracts in accordance with the vertical vibration of the connection pipe (1). Therefore, it is possible to cope with the vertical vibration in the expansion and contraction range of the coil spring (14a).

【0029】[実施例4]図11は本実施例の正面図で
ある。本実施例も上記の実施例3と同様に垂直方向の揺
れに対応するものである。但し実施例3が接続管(1)と
スライダ(13)との接続部分を伸縮可能として対応してい
るのに対し、本実施例ではアーム(8)を垂直方向にも回
動可能とすることにより対応している。
[Embodiment 4] FIG. 11 is a front view of this embodiment. This embodiment also responds to vertical swing as in the third embodiment. However, in contrast to Embodiment 3 in which the connecting portion between the connection pipe (1) and the slider (13) can be expanded and contracted, in this embodiment, the arm (8) can be rotated also in the vertical direction. Is supported.

【0030】具体的には建物底部に固定された回転軸
(7)に、回動体(15)が回動可能に取り付けられている。
回動体(15)は首振り軸(16)を有しており、この首振り軸
(16)にアーム(8)が取り付けられている。
More specifically, a rotating shaft fixed to the bottom of a building
A rotating body (15) is rotatably attached to (7).
The rotating body (15) has a swing shaft (16).
The arm (8) is attached to (16).

【0031】これにより、アーム(8)は首振り軸(16)を
軸として、回動体(15)の回転方向(建築物(ア)の底面
と略水平な面)と垂直な方向に一定範囲で回動(首振
り)することができる。(17)は平時にアーム(8)が略水
平となるようにアーム(8)を支えるバネ材である。
Thus, the arm (8) has a predetermined range around the oscillating shaft (16) in a direction perpendicular to the direction of rotation of the rotating body (15) (a plane substantially horizontal to the bottom surface of the building (A)). To swing (swing). (17) is a spring member for supporting the arm (8) so that the arm (8) is substantially horizontal in a normal state.

【0032】地震の際に、接続管(1)が上下に振動して
もスライダ(9)が取り付けられたアーム(8)が上下方向に
首振りすることにより対応することができる。
In the event of an earthquake, even if the connecting pipe (1) vibrates up and down, it can be dealt with by swinging the arm (8) to which the slider (9) is attached in the vertical direction.

【0033】[実施例5]上記実施例1から実施例4は
回転軸を建築物(ア)の底部に設けた場合を例として説
明したが、回転軸(7)は基礎(イ)に設けても良い。本
実施例はそのような場合の実施例であり、図12に本実
施例の正面図を示す。
[Embodiment 5] In the above Embodiments 1 to 4, the case where the rotary shaft is provided at the bottom of the building (A) has been described as an example, but the rotary shaft (7) is provided on the foundation (A). May be. The present embodiment is an embodiment in such a case, and FIG. 12 shows a front view of the present embodiment.

【0034】実施例1から実施例4では接続管(1)が上
方から吊られるように保持されていたのに対し、本実施
例では接続管(1)が下方から支持されるように保持され
ることになる。(18)は接続管スライダ接続体であり、圧
縮バネにより平時は継手(2a),(2b)が略水平となるよう
に接続管(1)を下方から支持している。本実施例でも接
続管スライダ接続体(18)の圧縮バネの伸縮により接続管
(1)の上下振動に対応することができる。
In the first to fourth embodiments, the connecting pipe (1) is held so as to be hung from above, whereas in this embodiment, the connecting pipe (1) is held so as to be supported from below. Will be. (18) is a connecting pipe slider connecting body, which supports the connecting pipe (1) from below so that the joints (2a) and (2b) are substantially horizontal at normal times by a compression spring. Also in this embodiment, the connecting pipe is connected by the expansion and contraction of the compression spring of the connecting pipe slider connecting body (18).
It can respond to the vertical vibration of (1).

【0035】[0035]

【発明の効果】以上述べたように本発明により、免震構
造を備えた建築物において、地震の際でも配管の破損を
防止することのできる配管保持構造を提供することがで
きる。
As described above, according to the present invention, in a building having a seismic isolation structure, it is possible to provide a piping holding structure capable of preventing damage to piping even in the event of an earthquake.

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

【図1】実施例1の平面図。FIG. 1 is a plan view of a first embodiment.

【図2】実施例1の正面図。FIG. 2 is a front view of the first embodiment.

【図3】実施例1の要部拡大平面図。FIG. 3 is an enlarged plan view of a main part of the first embodiment.

【図4】実施例1の要部拡大正面断面図。FIG. 4 is an enlarged front sectional view of a main part of the first embodiment.

【図5】実施例1の要部拡大側面断面図。FIG. 5 is an enlarged side sectional view of a main part of the first embodiment.

【図6】実施例2の平面図。FIG. 6 is a plan view of a second embodiment.

【図7】実施例2の正面図。FIG. 7 is a front view of the second embodiment.

【図8】実施例2の要部拡大断面図。FIG. 8 is an enlarged sectional view of a main part of the second embodiment.

【図9】実施例3の正面図。FIG. 9 is a front view of a third embodiment.

【図10】実施例3の要部拡大断面図。FIG. 10 is an enlarged sectional view of a main part of a third embodiment.

【図11】実施例4の正面図。FIG. 11 is a front view of a fourth embodiment.

【図12】実施例5の正面図。FIG. 12 is a front view of the fifth embodiment.

【図13】一般的な免震建築物の概略図。FIG. 13 is a schematic diagram of a general seismic isolation building.

【符号の説明】[Explanation of symbols]

(ア) 建築物 (イ) 基礎 (1) 接続管 (2a),(2b) 継手 (3a) 配管(基礎側) (3b) 配管(建築物側) (4) 配管固定部(基礎側) (5) 配管固定部(建築物側) (6) 回転軸取付部 (7) 回転軸 (8) アーム (9) スライダ (10) 接続管スライダ接続体 (11) ガイド溝 (12) ローラ部材 (16) 首振り軸 (A) Building (a) Foundation (1) Connection pipe (2a), (2b) Joint (3a) Piping (foundation side) (3b) Piping (building side) (4) Pipe fixing part (foundation side) ( 5) Pipe fixing part (building side) (6) Rotating shaft mounting part (7) Rotating shaft (8) Arm (9) Slider (10) Connecting pipe slider connector (11) Guide groove (12) Roller member (16 ) Swing axis

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 接続管の一端は免震構造建築物側に固定
された配管と可撓性及び伸縮性を有する継手を介して接
続されており、接続管の他端は基礎側に固定された配管
と可撓性及び伸縮性を有する継手を介して接続されてお
り、 基礎又は免震構造建築物のいずれか一方には回転軸が取
り付けられており、 該回転軸にはアームが回動自在に枢着されており、 アームには該アームに沿ってスライド可能なスライダが
取り付けられており、該スライダには前記接続管が接続
されていることを特徴とする免震構造建築物の配管保持
構造。
1. One end of a connecting pipe is connected to a pipe fixed on the seismic isolation structure building side via a joint having flexibility and elasticity, and the other end of the connecting pipe is fixed on a foundation side. And a flexible shaft, and a flexible and stretchable joint. A rotating shaft is attached to either the foundation or the base-isolated structure, and the arm is rotated around the rotating shaft. Characterized in that the arm is provided with a slider slidable along the arm, and the connecting pipe is connected to the slider. Retention structure.
【請求項2】 アームの回転軸と反対側の端部を支持す
るためのガイド部を備えたことを特徴とする請求項1記
載の免震構造建築物の配管保持構造。
2. The piping holding structure of a seismic isolation structure building according to claim 1, further comprising a guide portion for supporting an end of the arm opposite to the rotation axis.
【請求項3】 接続管とスライダとはアームの回動方向
に対して垂直方向に伸縮可能な接続部材を介して接続さ
れていることを特徴とする請求項1又は請求項2記載の
免震構造建築物の配管保持構造。
3. The seismic isolation device according to claim 1, wherein the connecting pipe and the slider are connected via a connecting member that can expand and contract in a direction perpendicular to the rotation direction of the arm. Structural building piping retention structure.
【請求項4】 アームが回動方向に対して垂直な方向に
首振り可能であることを特徴とする請求項1又は請求項
2記載の免震構造建築物の配管保持構造。
4. The piping holding structure of a seismic isolation structure building according to claim 1, wherein the arm can swing in a direction perpendicular to the rotation direction.
JP23758698A 1998-08-24 1998-08-24 Piping holding structure for seismic isolation structures Expired - Lifetime JP4267097B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23758698A JP4267097B2 (en) 1998-08-24 1998-08-24 Piping holding structure for seismic isolation structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23758698A JP4267097B2 (en) 1998-08-24 1998-08-24 Piping holding structure for seismic isolation structures

Publications (2)

Publication Number Publication Date
JP2000065254A true JP2000065254A (en) 2000-03-03
JP4267097B2 JP4267097B2 (en) 2009-05-27

Family

ID=17017524

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23758698A Expired - Lifetime JP4267097B2 (en) 1998-08-24 1998-08-24 Piping holding structure for seismic isolation structures

Country Status (1)

Country Link
JP (1) JP4267097B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008144823A (en) * 2006-12-08 2008-06-26 Sekisui House Ltd Sleeve holder

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7198832B2 (en) 1999-10-25 2007-04-03 Vitex Systems, Inc. Method for edge sealing barrier films
JP4240276B2 (en) 2002-07-05 2009-03-18 株式会社半導体エネルギー研究所 Light emitting device

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02159491A (en) * 1988-12-12 1990-06-19 Mitsui Constr Co Ltd Pipe support structure
JPH09287691A (en) * 1996-04-19 1997-11-04 Tokkyo Kiki Kk Damping device for piping
JPH09303616A (en) * 1996-05-07 1997-11-28 Hitachi Metals Ltd Antiseismic piping
JPH10339387A (en) * 1997-06-05 1998-12-22 Takenaka Komuten Co Ltd Piping supporter device
JPH10339386A (en) * 1997-06-05 1998-12-22 Takenaka Komuten Co Ltd Piping supporter device
JPH1144382A (en) * 1997-07-28 1999-02-16 Tokyu Constr Co Ltd Hanging device for displacement absorbing joint in piping facility
JPH11132365A (en) * 1997-10-27 1999-05-21 Hitachi Metals Ltd Base isolation piping

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02159491A (en) * 1988-12-12 1990-06-19 Mitsui Constr Co Ltd Pipe support structure
JPH09287691A (en) * 1996-04-19 1997-11-04 Tokkyo Kiki Kk Damping device for piping
JPH09303616A (en) * 1996-05-07 1997-11-28 Hitachi Metals Ltd Antiseismic piping
JPH10339387A (en) * 1997-06-05 1998-12-22 Takenaka Komuten Co Ltd Piping supporter device
JPH10339386A (en) * 1997-06-05 1998-12-22 Takenaka Komuten Co Ltd Piping supporter device
JPH1144382A (en) * 1997-07-28 1999-02-16 Tokyu Constr Co Ltd Hanging device for displacement absorbing joint in piping facility
JPH11132365A (en) * 1997-10-27 1999-05-21 Hitachi Metals Ltd Base isolation piping

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008144823A (en) * 2006-12-08 2008-06-26 Sekisui House Ltd Sleeve holder

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