JPS59180186A - Earthquake-proof damper for piping - Google Patents

Earthquake-proof damper for piping

Info

Publication number
JPS59180186A
JPS59180186A JP58051390A JP5139083A JPS59180186A JP S59180186 A JPS59180186 A JP S59180186A JP 58051390 A JP58051390 A JP 58051390A JP 5139083 A JP5139083 A JP 5139083A JP S59180186 A JPS59180186 A JP S59180186A
Authority
JP
Japan
Prior art keywords
piping
earthquake
damper
pipe
viscous
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
JP58051390A
Other languages
Japanese (ja)
Other versions
JPS6411875B2 (en
Inventor
健二 小林
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.)
Chiyoda Corp
Chiyoda Chemical Engineering and Construction Co Ltd
Original Assignee
Chiyoda Corp
Chiyoda Chemical Engineering and Construction 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 Chiyoda Corp, Chiyoda Chemical Engineering and Construction Co Ltd filed Critical Chiyoda Corp
Priority to JP58051390A priority Critical patent/JPS59180186A/en
Publication of JPS59180186A publication Critical patent/JPS59180186A/en
Publication of JPS6411875B2 publication Critical patent/JPS6411875B2/ja
Granted legal-status Critical Current

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  • Fluid-Damping Devices (AREA)
  • Supports For Pipes And Cables (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は1屯常司f転の状態にお(・て聞覚に発生すイ
)回11!7い曲げ、ねじり傾斜(・ずれに対しても自
由Vこ追1道L5る十′I能をイ4し且つ粘性物質でで
きる剪11#i而を完全な状態に保持して地震時等にも
有効に作用し、うる配識用耐震ダンパーに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a free V-tracking system for bending, torsion, inclination (and deviation) 11! This invention relates to an earthquake-resistant damper for damping, which has the functions of 1-way L5 and 10'I, maintains the shearing force made of viscous material in a perfect state, and acts effectively even during earthquakes.

Jji代的な’/<置設備、例えば原子力設備、発電設
置11“1゛I、石41」・右・11]化学設備等は複
雑かつ多数の配置が中要な部分となりで構1戊されてい
る。この配管は、その構成上、地震時には復雑な振動を
起こすため、その耐震設計として、従来も1静的ブ工角
!′?、々j〒カー行なわ」1ていたが、最近動的な解
析を41−なう」をカー法規上要求され、動的解析や動
的耐震力・ちj1這’l−るようになった。
Equipment such as nuclear power equipment, power generation equipment 11 "1゛I, Stone 41"・Right・11】Chemical equipment etc. are complex and have many layouts next to the central parts. ing. Due to its structure, this piping will cause complex vibrations during an earthquake, so its earthquake-resistant design has traditionally been limited to one static beam angle. ′? However, recently, dynamic analysis and dynamic seismic force have been required by the Kerr law, and dynamic analysis and dynamic seismic resistance have started to be carried out. .

配管ある(・は地上構造物の耐震装置厘−て、特開昭S
乙−’70/g!5号および特開昭S7一ケ4790号
公報にその構成が開示されて℃・る。rS:’h 昔◇
′i振4伯減衰を増加させる要素を隣接する配管用Ei
、間および配管とその支持部との間に介在させたもσ)
−C′’Lるが、との構成では配管に発生する回転、曲
げ、イ頃斜等およびこれらが複合した振動な充分吸収」
−ろことは困難で、特に大径の配管の場合不適当であり
防震も不充分である。また後者は地」二禍造物σ)下部
フランジの表面に直接粘弾性体を固設し該:l’t’;
弾性体の外面に添設したブラケットとアンカとの間にア
ンカーロンドをilB設したものであって、この構成を
配管に適用することは困・イイtで))す、まr1適用
したとしても配管の上記複雑な振動を充分J烏従するも
のとは考えられなし・。
There is piping.
Otsu-'70/g! The structure thereof is disclosed in No. 5 and Japanese Patent Application Laid-open No. S7-4790. rS:'h A long time ago◇
'i Ei for the adjacent piping element that increases the damping
, and between the pipe and its support σ)
-The configuration with C''L is sufficient to absorb vibrations such as rotation, bending, tilting, etc. that occur in the piping, and the combination of these vibrations.
- It is difficult to filter, especially in the case of large-diameter piping, and earthquake protection is insufficient. In addition, the latter is a two-dimensional structure σ) in which a viscoelastic body is directly fixed on the surface of the lower flange.
An anchor rond is installed between the bracket attached to the outer surface of the elastic body and the anchor, and it is difficult to apply this configuration to piping.)) Even if r1 is applied. It cannot be considered that the above-mentioned complex vibrations of piping can be sufficiently suppressed.

また最近第7図(A) 、 CB)および第2図(A)
 、 (B)に示寸、)うな耐)hダンパーか開発され
つつある。
Also, recently Fig. 7 (A), CB) and Fig. 2 (A)
, Dimensions are shown in (B), ) A damper is being developed.

第1図(A) 、 (B) において、配盾/は支持部
に下部に平イtV、、2δ2なfiiiiえた管側全県
コが固着され膜状の粘性拘’tr L?を介して粘性物
質受皿グに載置され、パソ1Jllグは支持架台S上に
固定されている。なお乙は(1j’ニア;の防179部
、(」を示す。粘性物質3は、流動性の低(・高粘度の
ものである。
In Figures 1 (A) and (B), the entire tube side with a flat surface of tV, 2δ2, and 2δ2 is fixed to the support part at the bottom, and a film-like viscous restraint is formed. The PASO 1Jll is placed on the viscous substance receiving plate via the support plate S, and the PASO 1Jll is fixed on the support frame S. Note that Otsu indicates (1j'near; 179 parts of resistance, (). Viscous substance 3 has low fluidity (high viscosity).

、−21は平面固定型耐にダンパーとして膜状の粘性物
゛L′13が配着/の熱膨張・収縮等の緩移動に対して
粘・11F膜がfA flJiし自由に移動させること
かで゛きるが、他店の振動等の節度の大きい振動に対し
てはその本1H1[抵1’にのため配管を固定するもの
てあ〕りまた配管の回:に1.t1曲げ、ねじり傾斜等
の複雑な変形に′11シて剪断面を保持できなくなり振
動に対してrT ′/Jr V作用′Cきない欠点があ
る。
, -21 is a flat fixed type resistor with a film-like viscous material "L'13" as a damper, which allows the viscous 11F film to freely move fA flJi against slow movement due to thermal expansion, contraction, etc. However, in case of severe vibrations such as vibrations from other shops, please use the book 1H1 [For 1' to fix the piping] and the piping section: 1. There is a drawback that the shear surface cannot be maintained due to complex deformations such as t1 bending and torsional inclination, and the rT'/JrV effect cannot be applied to vibrations.

?イシ」図+A) 、 (B)は第1図(A) 、 (
B)だ示す耐震ダンパーと同−原理のものの他の例を示
し、配性/、管側金すノ、(悄架台Sは第7図(A) 
、 (B)と同様で受111しγは平板、2aより面積
が小さく形成されており、これは例えば配管/の移動が
大きい場合、受ff114により配管の移動が拘束され
な(・。しかし、これも第1図(A) 、 (B)で説
明したものと同様に、配″1イiの複雑な移動及び変形
に対しての対応は不充分である。
? Figure 1 (A), (B)
B) Shows another example of the same principle as the seismic damper shown in Figure 7 (A).
, Similar to (B), the receiver 111 and γ are formed as flat plates with a smaller area than 2a, which means that, for example, when the movement of the pipe is large, the movement of the pipe is not restrained by the support ff114 (.However, Similarly to what was explained in FIGS. 1(A) and 1(B), this is also insufficient in dealing with complicated movement and deformation of the arrangement 1i.

すなわち、−上記平面固定型耐震ダンパーにお℃・ては
、地震の振動等の速度の遠見・振動に対して抵抗力を発
揮し、この抵抗力のために地震時(C配管を支持点で固
定保持することをnj能K(〜配管の地震時の固定点の
架台や基礎に対し7て集中する荷車を固定点間に配置さ
れた耐震ダンパーを具備した支持点に分散することがで
きろ。U〜かしながら、この平面固定型の耐震ダンパー
は、複雑かつ不向−な各種形状を要求される配量はその
支持点で管に固定されて℃・る粘性]漠の剪断面り、外
の平面での変形と移動が伴なうことが割通であるので、
その粘性剪断面に各種の力が作用し7、これを理想的な
状態に保持することは非常に困難で、はとんどの場合不
可能に近い。
In other words, - the above-mentioned plane-fixed seismic damper exhibits resistance to vibrations at high speeds such as earthquake vibrations, and due to this resistance, during an earthquake (C piping is placed at the support point). It is possible to hold the pipes fixed in place during an earthquake by dispersing the carts that are concentrated at the frame or foundation of the fixed point to support points equipped with seismic dampers placed between the fixed points. However, this plane-fixed seismic damper requires a variety of complex and unsuitable shapes. , since it is characterized by deformation and movement on the outside plane,
Various forces act on the viscous shear surface7, and it is extremely difficult, and in most cases nearly impossible, to maintain it in an ideal state.

本発明の目的は、手記従来の欠点を克服し、手記・・1
f転状態にお(・て剪断面を理想的な状態に保持し、地
;81宿による複雑な1辰動にお℃・てもこの剪断面に
不用な力が作用することのなく通常時の複雑な移動変形
と地震時の振動に対しても自由に追従7+1能)「配管
+r+ r:y +辰ダンパーを提供するにある。
The purpose of the present invention is to overcome the drawbacks of conventional handbooks, and to
Even if the shear surface is kept in an ideal state in the rotating state, and the ground is in a complex one-stroke motion, no unnecessary force will be applied to this shear surface, and the 7+1 ability to freely follow complex movement deformations and vibrations during earthquakes.

すなわち、本発明は配管用耐震ダンパーにおいて、1咳
配管の支持部に管側金具と該管側金具と膜状の粘性物質
を介して対面する粘性物質受皿とを備えた平板へ9耐震
ダンパーを配置し、該配置と該釦側金(4との間および
該粘性物質受皿と支持架台との間の少なくとも一方に自
在接手を備えた自在金!″!な装着したことを將徴とす
る配管用耐震ダンパーである。
That is, the present invention relates to an earthquake-resistant damper for piping, in which an earthquake-resistant damper is attached to a flat plate having a pipe-side metal fitting on a support portion of the pipe and a viscous material tray facing the pipe-side metal fitting via a film-like viscous substance. The piping is characterized by the installation of a flexible metal with a flexible joint between the arrangement and the button side metal (4) and at least one of the viscous substance receiver and the support frame. It is an earthquake-resistant damper for use.

つぎに本発明を実施例に基づいて図面を参照しつつ説明
する。第3図(A) 、 (B)は本発明の第1の実施
例を示し、同図において、配管/は支持部に下部に平板
2aを備えた管側金具λが固着され、膜状の粘性物冒3
を介して粘性物質受皿グに載置さねる。乙は防1男部月
である。この構成は第1図(A)。
Next, the present invention will be explained based on examples and with reference to the drawings. 3(A) and 3(B) show a first embodiment of the present invention, in which a pipe side fitting λ having a flat plate 2a at the lower part is fixed to a supporting part of the pipe/tube, and a membrane-like structure is formed. Viscous poison 3
Place it on the viscous material tray via the duct. Otsu is the first man of the defense. This configuration is shown in FIG. 1(A).

(13)により説明したものと同様で′ある。本発明に
おいては、受皿qの下面と支持架台Sとは自在金す10
を介して結合される。自在全県10は複数の支持棒/ 
Q a 、 / Q b 、 / Q cヲrJLVc
I?、l在接丁、//a、//bで接続し、それぞれの
端部を支持架台Sの上面と受[■[llの丁th1に固
着t−たものである。
This is similar to that explained by (13). In the present invention, the lower surface of the saucer q and the support pedestal S are connected to the flexible metal plate 10.
connected via. Jizai Zenken 10 has multiple support rods/
Q a, / Q b, / Q cworJLVc
I? , l are connected with joints //a, //b, and each end is fixed to the upper surface of the support frame S [■[ll].

第9図(A) 、 CB)は本発明の第2の実施例を示
し、この場合、配管/、管側金全県、平板2a、粘t<
l=物質3.受皿ダ、自在金具10.支持架台Sは第3
図囚、(B)で説明したものと略同様であるが、ここで
は粘性物質3が縁部2bを有する平板、2aの下面全面
に塗布されており、平板2aの面積は受皿グの面積より
大き見・。これらの地腫々の形式が考えられるがいずれ
の形式を使用するかは、配゛13構成その他の条件を考
慮して決定する。
FIGS. 9(A) and CB) show a second embodiment of the present invention, in which the pipe/pipe side metal, flat plate 2a, and t<
l = substance 3. Saucer, flexible bracket 10. The support frame S is the third
It is almost the same as that explained in FIG. Big look. Although these various formats are possible, which format to use is determined by considering the arrangement 13 and other conditions.

第S図(A) 、 (B)は第3図(A) 、 (B)
で説明した本発明の動作説明図であって、第9図(A)
 において、配rf/が据付けられた鎖線の位置より実
線の位置に熱移動などで任意の方向たとえば横方向に移
動すると、配管/に固着された管側全県ノおよび平板ノ
a、目5′イ;と共に移動し且つ傾斜する。受皿りは自
在i4丁/ / a、 、 / / bを有する自在金
具10により・牙1−゛j架7..3と結合されている
ので、受皿グは管/計仮、2a、をイ1するツ1を側余
具λの移動と傾斜に合せて傾↑+″する。従って鶴/を
管側金匹aを介して粘円膜3の剪断面を略理想的な状態
で保持できる。
Figure S (A) and (B) are Figure 3 (A) and (B).
FIG. 9(A) is an explanatory diagram of the operation of the present invention explained in FIG.
When the rf/ is moved from the installed position of the dashed line to the position of the solid line in any direction, for example, horizontally, due to heat transfer, the pipe side fixed to the pipe/ and the flat plate no. A; moves and tilts. The saucer plate is mounted by a flexible metal fitting 10 having four flexible brackets / / a, , / / b. .. Since it is connected to 3, the saucer plate tilts ↑+'' according to the movement and inclination of the side fitting λ. The shear plane of the viscoconal membrane 3 can be maintained in a substantially ideal state through the a.

第S図(I3)は管/が長手方向に鎖線で示す位置より
実線で示寸位置に移動と傾斜した場合を示し、ここでも
、自在金具10の作用により、管/、管側金μノ、崖仮
2a、受+1■&は共に傾斜し、粘性膜の剪t)J1而
を略理想的な状態に保持できる。その他のあ「)ゆろ方
向の変位に対しても上記と同様に11′i従し粘性膜の
剪断面を保持できる。
FIG. S (I3) shows the case where the tube / is moved and tilted in the longitudinal direction from the position indicated by the chain line to the position indicated by the solid line. , the cliff 2a, and the ridge 2a are both inclined, so that the shearing of the viscous membrane t) J1 can be maintained in a substantially ideal state. In the same way as described above, the shear plane of the viscous membrane can be maintained against displacement in the other directions.

第乙図FA+ 、 CB)は本発明の第3の実施例を示
し、この喝倉、性/は自在金具/θa介して平板2乙に
結合さAする。平板2a、は膜状の粘性物質3を介し受
皿’%K・代置され、受till ’aと支持架台Sと
は自Yi金(↓10により結合されろ。これら自在金具
10.・10aは第3図(A) 、 (B) i、;よ
び第S図(A) 、 CB)により説明したものとその
構成および作用は略同−である。
Figures FA+ and CB) show a third embodiment of the present invention, in which the rack is connected to the flat plate 2 through a flexible fitting /θa. The flat plate 2a is replaced by a saucer '%K through a film-like viscous substance 3, and the tray 'a and the support frame S are connected by a metal plate (↓10).These flexible metal fittings 10.10a are Its structure and operation are substantially the same as those explained in FIGS. 3(A) and 3(B) i; and FIGS. 3(A) and CB).

この実施例では一ヒ下一段に自在金μ/θa。In this embodiment, the free gold μ/θa is one step below the other.

10が配設されて(・るので、着/と支持架台汐との相
対的な変位量の多少に拘わらず、広い範囲で対応できる
10 is disposed, so it can be accommodated in a wide range regardless of the amount of relative displacement between the mounting plate and the support frame.

第7図は本発明の第グの実施例ケ示し、この実施例では
、上部支持架台/Sよりチェン/7等で配管/を吊し、
管/の両側面および上面、下面に管側金具氾を装着し、
粘個−物質3を介して受皿ケと管側金具ユとを接せしめ
、受1111 ’lは自在金具/gを介して上部支持架
台/3および側部支持架台/乙と結合される。この構成
の作用もJ= ff+、曲の実施例と同様で・ある。
FIG. 7 shows a fourth embodiment of the present invention. In this embodiment, the pipe/ is suspended from the upper support frame/S by a chain/7, etc.
Attach pipe side fittings to both sides, top and bottom of the pipe,
The receiver 1111'l is brought into contact with the tube-side metal fitting 1 via the sticky substance 3, and the receiver 1111'l is connected to the upper support pedestal 3 and the side support pedestal 3 via the flexible metal fitting 3. The effect of this configuration is also similar to the J=ff+, song embodiment.

これら各実施例の℃・ずれを使用するかは、贋;の寸法
、重量、配管の構造、架台の構成そのイJh腫々の条件
を背慮して決定される。
Whether or not to use the degrees C. and deviations of each of these embodiments is determined by taking into account various conditions such as the size and weight of the counterfeit, the structure of the piping, the structure of the pedestal, and so on.

以上説明したように、本発明は、粘性物質を利用した平
面固定型耐震ダンパー如自在接手を合する自在金具を組
合わせたもので、これを用いて配管を支持架台に支持さ
せそ、ものである。
As explained above, the present invention combines a flexible metal fitting that connects a planar fixed type seismic damper flexible joint using a viscous substance, and uses this to support piping on a support frame. be.

frLつてiJ″L東の一゛y面固定型ダンパーでは配
管の回転、曲げ、ねじり、傾斜等の複雑な変形及び地震
ご、9の」:5に振幅や川明が急激且つ不確定に変化す
る振動に対して有効て作用1〜街なかったが、本発明の
ダンパ〜ば1(−1在接手を有する自在金具が装着され
ているので本発明のダンパーを配管の固定点間に配置す
ることにより固定点の架台や基礎に対し、て集中する荷
重を分散することができるとともに上述のような配管の
複雑な変形は勿論のこと、地i、I、< =、ワの7”
S ’+名なコ辰動に対しても、それに自由に追i;L
 L、粘性膜の剪断面に対し不用な力が作用せず略理想
的な状態を保持することができるものである。
In case of frL and iJ"L east one-y plane fixed type damper, amplitude and amplitude change suddenly and uncertainly due to complex deformation such as rotation, bending, twisting, and inclination of piping and earthquakes. Although the damper of the present invention did not have an effective effect against the vibration caused by the vibration, the damper of the present invention was installed between the fixed points of the piping. By doing so, it is possible to disperse the concentrated load on the frame or foundation at the fixed point, as well as to prevent the complicated deformation of piping as mentioned above, as well as to prevent
S'+Follow up freely even for famous movements; L
L, an approximately ideal state can be maintained without unnecessary force acting on the shear surface of the viscous membrane.

【図面の簡単な説明】[Brief explanation of the drawing]

第/図(A) 、 CB)は従来使用されて(・ろ平面
固定型グンバーーーーーーー実施例の横脚テ面図および
縦断面図、第2図(A)(B)は従来使用されて(・る
平面固定型ダンパーの他の実施例の横断面図およびM断
面図、第3図+A+ 、 (B)は本斧明の第/の実施
例の横断面図およびKRIY断面図、第9図囚、(B)
は本発明の第2の実施例())ft’li ’、iji
而図およ面縦断面図、第S図(A) 、 (B)は本発
明の作用説明のための横断面図および縦断面図、第3図
(A) 、 (B)は本発明の第3の実築例の溝断面図
および縦断面図、第7図は不発Skiの第qの実弛例の
正面図である。 ハ・ ・配 管     ノ −憾側金具2a・・平 
板     3・・・・・粘性物質グ・・・・・・粘性
物質受皿  5 、、、 、、、 =、に持架台乙・・
・・・・防塵部材   10・・・自在金膜/ Oa 
、 / Ob 、 / Oc−i’Zi−、’jj’l
=//a、//b・・・・・・・・・・・川 自在接手
特許出願人  千代田化工建設株式会社11!1   
図 fs2V!5 (1 閃 480− (A) 第  5  図 (A) 第  6  図 第  7  図
Figures 2 (A) and CB) are a side view and a vertical cross-sectional view of the horizontal leg of the embodiment of the fixed filter plane type Gunbar, and Figures 2 (A) and CB are the conventional (B) is a cross-sectional view and a KRIY cross-sectional view of another embodiment of the flat fixed damper used in the present invention. , Figure 9 Prisoner, (B)
is the second embodiment of the present invention ()) ft'li', iji
Figures (A) and (B) are cross-sectional views and longitudinal cross-sectional views for explaining the operation of the present invention, and Figures (A) and (B) are cross-sectional views of the present invention. A groove sectional view and a vertical sectional view of the third actual example, and FIG. 7 is a front view of the qth actual example of the unexploded Ski. C. ・Piping No. -Rest side metal fitting 2a...Flat
Plate 3... Viscous substance G... Viscous substance receiver 5 .
... Dustproof member 10 ... Free gold film / Oa
, /Ob, /Oc-i'Zi-,'jj'l
=//a, //b・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・ River Universal joint patent applicant Chiyoda Corporation 11!1
Figure fs2V! 5 (1 Flash 480- (A) Fig. 5 (A) Fig. 6 Fig. 7

Claims (1)

【特許請求の範囲】[Claims] 配住用耐震グンパーにおいて、該配管支持部にf1γ)
側/> l−4と該管側金具と11(財)状の粘性物質
を介して月面する粘性物14受皿とを備えた耐震ダンパ
ーを配置し、該耐燃と該管側金具との間および該粘性物
11′J受11)lと支持架台との間の少なくとも一方
に自、/1接丁を[+ii+えた自在金はを装着したこ
とを特徴とする配管用耐震ダンパー。
In the earthquake-resistant pumper for housing, f1γ) is attached to the piping support part.
side/> An earthquake-resistant damper equipped with l-4 and a viscous material 14 saucer that faces the moon through the pipe-side metal fitting and the viscous material 11 (goods) is placed between the flameproof and the pipe-side metal fitting. and an earthquake-resistant damper for piping, characterized in that a flexible metal plate with a /1 joint is attached to at least one side between the viscous material 11'J receiver 11)l and the support frame.
JP58051390A 1983-03-29 1983-03-29 Earthquake-proof damper for piping Granted JPS59180186A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58051390A JPS59180186A (en) 1983-03-29 1983-03-29 Earthquake-proof damper for piping

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58051390A JPS59180186A (en) 1983-03-29 1983-03-29 Earthquake-proof damper for piping

Publications (2)

Publication Number Publication Date
JPS59180186A true JPS59180186A (en) 1984-10-13
JPS6411875B2 JPS6411875B2 (en) 1989-02-27

Family

ID=12885607

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58051390A Granted JPS59180186A (en) 1983-03-29 1983-03-29 Earthquake-proof damper for piping

Country Status (1)

Country Link
JP (1) JPS59180186A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5857581A (en) * 1981-10-02 1983-04-05 日揮株式会社 Piping supporter having damping function

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5857581A (en) * 1981-10-02 1983-04-05 日揮株式会社 Piping supporter having damping function

Also Published As

Publication number Publication date
JPS6411875B2 (en) 1989-02-27

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