JPH026366B2 - - Google Patents
Info
- Publication number
- JPH026366B2 JPH026366B2 JP58079295A JP7929583A JPH026366B2 JP H026366 B2 JPH026366 B2 JP H026366B2 JP 58079295 A JP58079295 A JP 58079295A JP 7929583 A JP7929583 A JP 7929583A JP H026366 B2 JPH026366 B2 JP H026366B2
- Authority
- JP
- Japan
- Prior art keywords
- movable
- fixed
- plate
- shoe
- fixed box
- 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
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F9/00—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium
- F16F9/10—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium using liquid only; using a fluid of which the nature is immaterial
- F16F9/12—Devices with one or more rotary vanes turning in the fluid any throttling effect being immaterial, i.e. damping by viscous shear effect only
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Vibration Prevention Devices (AREA)
- Fluid-Damping Devices (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は構造物架台用粘性ダンパーに関する。[Detailed description of the invention] [Industrial application field] The present invention relates to a viscous damper for a structure frame.
構造物、例えば配管においては、気温の変化、
配管内の流体の温度変化、あるいは配管内の流体
の充満の度合の変化等による配管の温度変化等の
原因で配管が熱伸縮する。
In structures such as piping, changes in temperature,
The piping expands and contracts due to temperature changes in the piping caused by changes in the temperature of the fluid in the piping or changes in the degree of filling of the fluid in the piping.
配管が架台上にのせられている場合、架台は動
かないと考えられるので、配管の熱伸縮によつて
配管は架台に対し相対的に動くが、配管、架台、
機器等に過大な応力を加えることがないように、
配管と架台とを互いに固定することはさけなけれ
ばならない。 If the piping is placed on a pedestal, the pedestal is considered not to move, so the piping will move relative to the pedestal due to thermal expansion and contraction of the piping, but the piping, pedestal,
To avoid applying excessive stress to equipment, etc.
Fixing the piping and the frame to each other must be avoided.
配管が熱伸縮により移動する場合に配管と架台
とに相互にはたらく応力は配管が架台に固定され
ていない場合には配管と架台との間にあつて配管
を支持しているシユーと架台との間の摩擦力とな
り、この摩擦力を低減させるためにシユーと架台
との間にフツ素樹脂板等を介することも一般にお
こなわれている。 When the piping moves due to thermal expansion and contraction, the stress that acts on the piping and the frame is the stress that acts on the pipe and the frame when the pipe is not fixed to the frame. In order to reduce this frictional force, it is common practice to interpose a fluorine resin plate or the like between the shoe and the stand.
しかし、配管およびシユーが架台上に束縛され
ず自由に動けることは、反面では地震その他の振
動に対しても架台は配管に力を加えることなく配
管は自由に動けることであり、このため配管相互
の力または配管の固定点に過大な力が集中し配管
系の破壊につながることになるため地震その他の
振動に対しては配管およびシユーは架台に固定さ
れているのが望ましい。 However, the fact that the piping and shoes are not constrained by the pedestal and can move freely means that the pedestal can move freely against earthquakes and other vibrations without applying any force to the piping. In order to prevent earthquakes and other vibrations, it is desirable that the pipes and shoes be fixed to a frame because excessive force will be concentrated at the fixed points of the pipes and lead to destruction of the piping system.
そこで、熱伸縮のような低速度の動きに対して
は抵抗力が小さく、地震のような高速度の動きに
対しては抵抗力が大きい接合条件をシユーと架台
との間に与えればよいこととなる。 Therefore, it is best to provide a bonding condition between the shoe and the frame that has low resistance against low-speed movements such as thermal expansion and contraction, and high resistance against high-speed movements such as earthquakes. becomes.
従来、上述の接合条件を達成するために、配管
または配管を支持するシユーと架台との間にオイ
ルダンパーを介在させたもの、あるいは鋼などの
薄板からなる固定抵抗板と移動抵抗板とが微小隙
間をもつてケーシング内に交互に配されており、
前記抵抗板間に板面に沿つた方向の相対運動を生
じたとき、係合ブロツクに係合された移動抵抗板
に粘性物質による粘性剪断抵抗力を発生せしめ、
もつて緩衝作用を行なわせるものがある(実公昭
54−43264号公報参照)。 Conventionally, in order to achieve the above-mentioned joining conditions, an oil damper was interposed between the pipe or the shoe supporting the pipe and the frame, or a fixed resistance plate made of thin plates such as steel and a moving resistance plate were used. They are arranged alternately within the casing with gaps between them.
When a relative movement occurs between the resistance plates in a direction along the plate surface, a viscous shearing resistance force is generated by a viscous substance on the moving resistance plate engaged with the engagement block,
There are some things that have a buffering effect (Jekkoaki)
54-43264).
上述した従来の技術においては、オイルダンパ
ーを用いる場合、摺動部に高度な加工精度が要求
され、構造が複雑であるため、保守点検が困難で
あり、さらに長期間の使用によりオイルがシール
部から洩れるという欠点があり、実公昭54−
43264号公報に開示されている装置では、係合ブ
ロツクが固定される構築物が地震等により上下方
向に振動(移動)、回転揺動した場合、移動抵抗
板が係合ブロツクから外れて、機能が損なわれた
り、また抵抗板の長手方向の緩衝のみを目的とし
ており、他の方向における緩衝作用には有効でな
いという欠点がある。
In the conventional technology described above, when using an oil damper, a high degree of machining accuracy is required for the sliding part, the structure is complex, so maintenance and inspection is difficult, and furthermore, oil leaks into the seal part due to long-term use. It has the disadvantage that it leaks from the
In the device disclosed in Publication No. 43264, when the structure to which the engagement block is fixed vibrates (moves) or rotates in the vertical direction due to an earthquake or the like, the moving resistance plate comes off the engagement block and the function is lost. It also has the disadvantage that it is only intended for damping in the longitudinal direction of the resistance plate and is not effective for damping in other directions.
本発明は、従来の技術が有する問題点に鑑みて
なされたものであり、構造物(シユー)が上下方
向に振動(移動)、回転揺動しても、固定板、可
動板が不動で、機能が損なわれることがなく、ま
た水平面内におけるあらゆる方向の振動抑制に有
効で、さらに構造が簡単で、保守点検が容易で、
長期間の使用においても信頼性の高い構造物架台
用粘性ダンパーを提供することを目的としてい
る。 The present invention has been made in view of the problems of the conventional technology, and even if the structure (shu) vibrates (moves) or rotates in the vertical direction, the fixed plate and the movable plate remain immovable. It does not impair its functionality, is effective in suppressing vibrations in all directions in the horizontal plane, and has a simple structure and easy maintenance and inspection.
The purpose of the present invention is to provide a viscous damper for a structure frame that is highly reliable even during long-term use.
上記目的を達成するために本発明は、熱伸縮を
伴なう構造物がシユーを介して水平方向に移動可
能に架台に支持されている構造物架台系に設けら
れる構造物架台用粘性ダンパーであつて、前記架
台に固定され、粘性体を収容する固定箱と、前記
シユーに対し上下方向に移動自在、回転揺動自在
に前記シユーに結合され、前記構造物と共に水平
方向に移動可能に、前記固定箱に載置された可動
蓋と、前記固定箱に対して水平方向に移動不能で
あつて、水平方向に大概平行に固定箱内に設けら
れた固定板と、前記可動蓋に対して水平方向に移
動不能であつて、間隙を有するように前記固定板
と交互に可動蓋に設けられた可動板とを有する。
In order to achieve the above object, the present invention provides a viscous damper for a structure mount, which is provided in a structure mount system in which a structure that undergoes thermal expansion and contraction is supported on the mount so that it can move in the horizontal direction via a shoe. a fixed box fixed to the pedestal frame and containing a viscous body; a fixed box movable up and down with respect to the shoe, coupled to the shoe so as to be rotatable and swingable, and movable in the horizontal direction together with the structure; a movable lid placed on the fixed box; a fixed plate that is immovable in the horizontal direction relative to the fixed box and provided within the fixed box approximately parallel to the horizontal direction; It has movable plates which are immovable in the horizontal direction and which are provided on the movable lid alternately with the fixed plate so as to have gaps therebetween.
また前記固定板、前記可動板のいずれか一方、
あるいは両方が、それぞれ固定箱に対して上下方
向に移動可能、可動蓋に対して上下方向に移動可
能である。 Further, one of the fixed plate and the movable plate,
Alternatively, both can be vertically movable relative to the fixed box and vertically movable relative to the movable lid.
上記のとおり構成された本発明では、構造物が
熱伸縮した場合、シユーは架台上を水平方向に移
動する。この際、シユーに結合された可動蓋が水
平方向に移動することにより、可動板も固定箱内
で水平方向に移動する。この移動の速度は小さい
ので、固定板、可動板間の粘性体による可動板へ
動く粘性剪断抵抗力も小さく、このためシユーの
架台上における移動が円滑に行なわれる。
In the present invention configured as described above, when the structure is thermally expanded and contracted, the shoe moves horizontally on the frame. At this time, as the movable lid coupled to the shoe moves horizontally, the movable plate also moves horizontally within the fixed box. Since the speed of this movement is low, the viscous shearing resistance force acting on the movable plate due to the viscous material between the fixed plate and the movable plate is also small, and therefore the shoe moves smoothly on the pedestal.
一方、地震等により構造物(シユー)が架台上
を水平方向に高速度で振動した場合、可動蓋が水
平方向に振動することにより、可動板も固定箱内
で水平方向に振動する。この振動の速度は大きい
ので、固定板、可動板間に高速度な粘性体の流動
が生じて、該粘性体による可動板へ働く粘性剪断
抵抗力が大きくなつて、構造物(シユー)、架台
間の相対的な移動が大きく抑制されることにな
る。そして、万が一、構造物(シユー)が上下方
向に振動(移動)、回転揺動しても可動蓋がシユ
ーに対して上下方向に移動自在、回転揺動自在に
前記シユーに結合されているので可動蓋が不動状
態にあり、可動板、固定板も不動状態にある。 On the other hand, when the structure (shew) vibrates horizontally at high speed on the pedestal due to an earthquake or the like, the movable lid vibrates horizontally, and the movable plate also vibrates horizontally within the fixed box. Since the speed of this vibration is high, a high-velocity flow of viscous material occurs between the fixed plate and the movable plate, and the viscous shear resistance force exerted on the movable plate by the viscous material increases, causing The relative movement between them will be greatly suppressed. Even if the structure (the shoe) vibrates (moves) or rotates in the vertical direction, the movable lid is connected to the shoe so that it can move vertically and rotate freely with respect to the shoe. The movable lid is in an immovable state, and the movable plate and fixed plate are also in an immovable state.
次に、本発明の実施例について図面を参照して
説明する。
Next, embodiments of the present invention will be described with reference to the drawings.
第1図は本発明の構造物架台用粘性ダンパーの
一実施例の概略側面図、第2図は第1図の要部を
断面にした部分側面図、第3図は第1図の要部の
部分分解斜視図である。 FIG. 1 is a schematic side view of an embodiment of a viscous damper for a structure frame according to the present invention, FIG. 2 is a partial side view of the main part of FIG. 1 in cross section, and FIG. 3 is a main part of FIG. 1. FIG.
構造物である配管1を支持するシユー2はすべ
り手段4を介して水平方向に移動可能に架台3に
載置されている。なお、配管1はシユー2に固定
され、すべり手段4はフツ素樹脂板等の摩擦係数
が小さい材料からなる。架台3には補強板7を介
して固定箱6が固着されており、この固定箱6は
底部が平板で囲壁を有する粘性体11の容器であ
る。固定箱6の上部には、接合部材5aを介して
シユー2に結合された円板状の可動蓋5が載置さ
れており、そして固定箱6、可動蓋5との接触部
には防塵用シール(図示せず)が施されている。
粘性体11を収容する固定箱6内には複数の可動
板8および固定板9がスペーサ10を介して間隙
を有するように、水平方向に平行に交互に積層さ
れている。なお、可動板8、固定板9は共に中心
孔が形成されたドーナツ状の円板であり、可動板
8の外径は固定箱6の内径より小さく、固定板9
の外径は固定箱6の内径と大概等しい。可動蓋5
の内面中心部に可動円筒13が突出して一体的に
形成されており、可動円筒13に中空状の円筒治
具15が嵌合されている。可動板8の内径は円筒
治具15の外径と大概等しく、固定板9の内径は
円筒治具15の外径より大きい。各板8,9は中
央孔に円筒治具15を介して可動円筒13が貫通
されており、可動板8は可動蓋5に対して上下方
向に移動可能、水平方向に移動不能であり、固定
板9は固定箱6に対して、上下方向に移動可能、
水平方向に移動不能である。 A shoe 2 supporting a pipe 1, which is a structure, is mounted on a frame 3 so as to be movable in the horizontal direction via sliding means 4. The piping 1 is fixed to the shoe 2, and the sliding means 4 is made of a material with a small friction coefficient, such as a fluororesin plate. A fixed box 6 is fixed to the pedestal 3 via a reinforcing plate 7, and the fixed box 6 is a container of a viscous material 11 having a flat bottom and a surrounding wall. A disc-shaped movable lid 5 connected to the shoe 2 via a joining member 5a is placed on the upper part of the fixed box 6, and a dustproof cover is provided at the contact area between the fixed box 6 and the movable lid 5. A seal (not shown) is provided.
In a fixed box 6 that houses a viscous body 11, a plurality of movable plates 8 and fixed plates 9 are alternately stacked in parallel in the horizontal direction with spacers 10 in between. The movable plate 8 and the fixed plate 9 are both donut-shaped discs with a central hole formed, and the outer diameter of the movable plate 8 is smaller than the inner diameter of the fixed box 6.
The outer diameter of the fixing box 6 is approximately equal to the inner diameter of the fixing box 6. Movable lid 5
A movable cylinder 13 is integrally formed protruding from the center of the inner surface of the movable cylinder 13, and a hollow cylindrical jig 15 is fitted into the movable cylinder 13. The inner diameter of the movable plate 8 is approximately equal to the outer diameter of the cylindrical jig 15, and the inner diameter of the fixed plate 9 is larger than the outer diameter of the cylindrical jig 15. A movable cylinder 13 is passed through the central hole of each plate 8, 9 via a cylindrical jig 15, and the movable plate 8 is movable in the vertical direction relative to the movable lid 5, cannot be moved in the horizontal direction, and is fixed. The plate 9 is movable in the vertical direction with respect to the fixed box 6.
Cannot move horizontally.
可動蓋5と接合部材5aとは調節ねじ16によ
り固定されており、固定の際、調節ねじ16によ
り相互の位置関係を調節した後固定する。接合部
材5aは、ピンジヨイント12を介して上下方向
に回転揺動自在にスライド部材14と結合され、
スライド部材14はシユー2に対し上下方向に移
動自在にシユー2に結合されている。 The movable lid 5 and the joining member 5a are fixed by an adjustment screw 16, and when they are fixed, their mutual positional relationship is adjusted by the adjustment screw 16 and then fixed. The joint member 5a is coupled to the slide member 14 via a pin joint 12 so as to be rotatably swingable in the vertical direction.
The slide member 14 is coupled to the shoe 2 so as to be movable vertically relative to the shoe 2.
次に、本実施例の動作について説明する。 Next, the operation of this embodiment will be explained.
配管1が気温の変化、配管1内の流体の温度変
化、流体の充満の度合の変化等により熱伸縮した
場合、シユー2は架台3上を水平方向に移動す
る。この際、シユー2にスライド部材14、ピン
ジヨイント12、接合部材5aを介して連結され
た可動蓋5が水平方向に移動することにより、可
動板9も可動円筒13、円筒治具15を介して固
定箱6内を水平方向に移動する。この移動の速度
は小さいので固定板8、可動板9間の粘性体11
による可動板9へ働く粘性剪断抵抗力も小さく、
このためシユー2(配管1)の架台3上における
移動が円滑に行なわれる。 When the pipe 1 undergoes thermal expansion and contraction due to changes in the air temperature, changes in the temperature of the fluid in the pipe 1, changes in the degree of fluid filling, etc., the shoe 2 moves horizontally on the frame 3. At this time, as the movable lid 5 connected to the shoe 2 via the slide member 14, pin joint 12, and joint member 5a moves in the horizontal direction, the movable plate 9 is also fixed via the movable cylinder 13 and the cylindrical jig 15. Move horizontally within the box 6. Since the speed of this movement is small, the viscous body 11 between the fixed plate 8 and the movable plate 9
The viscous shear resistance force acting on the movable plate 9 is also small,
Therefore, the shoe 2 (piping 1) can be smoothly moved on the frame 3.
一方、地震の場合、配管1も架台3も共に振動
するので一般的には架台3は不動ではないが、シ
ユー2および配管1との相対的な動きとして架台
3は常に不動と考えてもよい。したがつて、地震
等により配管1(シユー2)が架台3上を水平方
向に高速度で振動した場合、可動蓋5が水平方向
に振動することにより、可動板8も固定箱6内を
水平方向に振動する。この振動の速度は大きいの
で、可動板8、固定板9間に高速度な粘性体11
の流動が生じて、粘性体11による可動板8に働
く粘性剪断抵抗力が大きくなつて、配管1(シユ
ー2)、架台3間の相対的な振動が大きく抑制さ
れる。そして、万が一、配管1(シユー2)が上
下方向に振動(移動)、回転揺動しても、可動蓋
5がシユー2にスライド部材14、ピンジヨイン
ト12を介して上下方向に移動自在、回転揺動自
在に設けられていることにより、可動蓋5が不動
状態にあり、可動板8、固定板9も不動状態にあ
る。 On the other hand, in the case of an earthquake, both piping 1 and pedestal 3 vibrate, so generally pedestal 3 is not immovable, but pedestal 3 can be considered to be always immobile as it moves relative to shoe 2 and piping 1. . Therefore, when the piping 1 (Shu 2) vibrates horizontally at high speed on the pedestal 3 due to an earthquake, etc., the movable cover 5 vibrates horizontally, and the movable plate 8 also moves horizontally inside the fixed box 6. vibrate in the direction. Since the speed of this vibration is high, a high-velocity viscous body 11 is placed between the movable plate 8 and the fixed plate 9.
As a result, the viscous shearing resistance force exerted on the movable plate 8 by the viscous body 11 increases, and the relative vibration between the pipe 1 (shu 2) and the frame 3 is greatly suppressed. Even if the pipe 1 (shu 2) vibrates (moves) or rotates in the vertical direction, the movable lid 5 can be moved vertically and rotated to the shew 2 via the slide member 14 and pin joint 12. Due to the movable arrangement, the movable lid 5 is in an immovable state, and the movable plate 8 and the fixed plate 9 are also in an immovable state.
このように、本実施例によれば、構造物1(シ
ユー2)が上下方向に振動(移動)、回転揺動し
ても固定板9、可動板8は不動状態にあつて、機
能が損なわれることなく、また水平面内における
あらゆる方向の振動抑制に有効で、さらに構造が
簡単なので保守点検も容易であり、長期間の使用
においても信頼性が高い。 As described above, according to this embodiment, even if the structure 1 (shu 2) vibrates (moves) or rotates in the vertical direction, the fixed plate 9 and the movable plate 8 remain in an immobile state, and their functions are not impaired. It is effective in suppressing vibrations in all directions in the horizontal plane, and its simple structure makes maintenance and inspection easy, and it is highly reliable even during long-term use.
なお、粘性剪断抵抗力は可動板8と固定板9と
の間隔により変化するが、スペーサ10が配置さ
れているので前記間隔は略一定に保持され、粘性
剪断抵抗力の変化が生じない。そして、可動蓋5
はシユー2に対して上下方向に移動可能であり、
可動板8および固定板9は上下に力が加わらない
ようになつている。すなわち可動板8の中心孔内
を可動円筒13が自由に上下移動でき、固定板9
は固定箱6内を自由に上下移動できる。このこと
により、スペーサ10の変形、可動板8と固定板
9との間隔の変化も生じない。 Note that the viscous shear resistance varies depending on the distance between the movable plate 8 and the fixed plate 9, but since the spacer 10 is provided, the distance is maintained substantially constant, and no change occurs in the viscous shear resistance. And the movable lid 5
is movable in the vertical direction with respect to show 2,
The movable plate 8 and the fixed plate 9 are designed so that no force is applied vertically. That is, the movable cylinder 13 can freely move up and down within the center hole of the movable plate 8, and the fixed plate 9
can freely move up and down within the fixed box 6. As a result, deformation of the spacer 10 and change in the distance between the movable plate 8 and the fixed plate 9 do not occur.
また、上記実施例では、固定箱6、可動板8、
固定板9、円筒治具15、可動円筒13等は円形
として説明したが、これらは必ずしも円形である
必要はなく方形等任意の形でもよい。そして、可
動蓋5、可動円筒13、円筒治具15、可動板
8、固定板9、固定箱6は互いに嵌め込むだれで
解体、組立が可能であるので、保守点検を含めて
その取扱いは極めて容易である。また円筒治具1
5は可動円筒13に各板8,9を容易に入れるた
めに使用されるが必ずしも配備しなくてもよい。 Further, in the above embodiment, the fixed box 6, the movable plate 8,
Although the fixed plate 9, the cylindrical jig 15, the movable cylinder 13, etc. have been described as being circular, they do not necessarily have to be circular and may be of any shape such as a square. The movable lid 5, movable cylinder 13, cylindrical jig 15, movable plate 8, fixed plate 9, and fixed box 6 can be disassembled and assembled by fitting them into each other, so handling including maintenance and inspection is extremely easy. It's easy. Also, cylindrical jig 1
5 is used to easily insert the plates 8 and 9 into the movable cylinder 13, but does not necessarily need to be provided.
さらに、上記実施例では、配管に適用する場合
について説明したが、本発明の粘性ダンパーは配
管架台系以外、例えば橋梁等その他熱伸縮の影響
を受け易い構造物等でもシユーの代りに可動部分
とし、架台の代りに固定部分とする他の用途にお
いても使用可能である。 Further, in the above embodiments, the case where the viscous damper is applied to piping has been explained, but the viscous damper of the present invention can be used as a movable part instead of a shoe in structures other than piping frame systems, such as bridges and other structures that are easily affected by thermal expansion and contraction. It can also be used in other applications where it is used as a fixed part instead of a pedestal.
本発明は上述のとおり構成されているので、構
造物(シユー)が上下方向に振動(移動)、回転
揺動しても、固定板、可動板が不動状態にあり、
機能が損なわれることがなく、また水平面内にお
けるあらゆる方向の振動抑制に有効で、さらに構
造が簡単なので、保守点検が容易であり、長期間
の使用においても信頼性が高い。
Since the present invention is configured as described above, even if the structure (shu) vibrates (moves) or rotates in the vertical direction, the fixed plate and the movable plate remain stationary.
The function is not impaired, it is effective in suppressing vibration in all directions in the horizontal plane, and the structure is simple, so maintenance and inspection are easy and it is highly reliable even during long-term use.
第1図は本発明の構造物架台用粘性ダンパーの
一実施例の概略側面図、第2図は第1図の要部を
断面にした部分側面図、第3図は第1図の要部の
部分分解斜視図である。
1……配管、2……シユー、3……架台、4…
…すべり手段、5……可動蓋、5a……接合部
材、6……固定箱、7……補強板、8……可動
板、9……固定板、10……スペーサ、11……
粘性体、12……ピンジヨイント、13……可動
円筒、14……スライド部材、15……円筒治
具、16……調節ねじ。
FIG. 1 is a schematic side view of an embodiment of a viscous damper for a structure frame according to the present invention, FIG. 2 is a partial side view of the main part of FIG. 1 in cross section, and FIG. 3 is a main part of FIG. 1. FIG. 1... Piping, 2... Shuttle, 3... Frame, 4...
...Sliding means, 5...Movable lid, 5a...Joining member, 6...Fixed box, 7...Reinforcement plate, 8...Movable plate, 9...Fixed plate, 10...Spacer, 11...
Viscous body, 12... Pin joint, 13... Movable cylinder, 14... Slide member, 15... Cylindrical jig, 16... Adjustment screw.
Claims (1)
水平方向に移動可能に架台3に支持されている構
造物架台系に設けられる構造物架台用粘性ダンパ
ーであつて、 前記架台3に固定され、粘性体11を収容する
固定箱6と、 前記シユー2に対し上下方向に移動自在、回転
揺動自在に前記シユー2に結合され、前記構造物
1と共に水平方向に移動可能に、前記固定箱6に
載置された可動蓋5と、 前記固定箱6に対して水平方向に移動不能であ
つて、水平方向に大概平行に固定箱6内に設けら
れた固定板9と、 前記可動蓋5に対して水平方向に移動不能であ
つて、間隙を有するように前記固定板9と交互に
可動蓋5に設けられた可動板8とを有する構造物
架台用粘性ダンパー。 2 前記固定板9、前記可動板8のいずれか一
方、あるいは両方が、それぞれ固定箱6に対して
上下方向に移動可能、可動蓋5に対して上下方向
に移動可能である特許請求の範囲第1項記載の構
造物架台用粘性ダンパー。[Scope of Claims] 1. A viscous damper for a structure frame installed in a structure frame system in which a structure 1 that undergoes thermal expansion and contraction is supported by a frame 3 so as to be movable in the horizontal direction via a shoe 2. a fixed box 6 fixed to the pedestal 3 and housing the viscous body 11; a fixed box 6 coupled to the shoe 2 so as to be movable in the vertical direction with respect to the shoe 2 and rotatably swingable, and to be coupled to the shoe 2 in a horizontal direction together with the structure 1; a movable lid 5 placed on the fixed box 6 so as to be movable in the fixed box 6; and a fixed lid 5 placed in the fixed box 6 so as to be movable in the fixed box 6; A viscous structure for a structure frame comprising a plate 9 and a movable plate 8 which is immovable in the horizontal direction with respect to the movable lid 5 and is provided on the movable lid 5 alternately with the fixed plate 9 so as to have a gap. damper. 2. Either one or both of the fixed plate 9 and the movable plate 8 are movable in the vertical direction with respect to the fixed box 6 and movable in the vertical direction with respect to the movable lid 5, respectively. The viscous damper for a structure frame according to item 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7929583A JPS59205035A (en) | 1983-05-09 | 1983-05-09 | Viscous damper for structure frames |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7929583A JPS59205035A (en) | 1983-05-09 | 1983-05-09 | Viscous damper for structure frames |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59205035A JPS59205035A (en) | 1984-11-20 |
| JPH026366B2 true JPH026366B2 (en) | 1990-02-08 |
Family
ID=13685851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7929583A Granted JPS59205035A (en) | 1983-05-09 | 1983-05-09 | Viscous damper for structure frames |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59205035A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0258859U (en) * | 1988-10-20 | 1990-04-27 |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4206097A1 (en) * | 1992-02-27 | 1993-09-02 | Gerb Gmbh & Co Kg | HORIZONTAL AND VERTICALLY ACTIVE VISCOSIC VIBRATION DAMPER |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5717216Y2 (en) * | 1977-08-30 | 1982-04-10 | ||
| JPS5735791Y2 (en) * | 1977-08-31 | 1982-08-07 |
-
1983
- 1983-05-09 JP JP7929583A patent/JPS59205035A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0258859U (en) * | 1988-10-20 | 1990-04-27 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59205035A (en) | 1984-11-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5701041A (en) | Weight supporting apparatus | |
| EP3775649B1 (en) | Thermal and anti-vibration pipe support | |
| JP6590205B2 (en) | 3D seismic isolation device | |
| JPS5857581A (en) | Piping supporter having damping function | |
| JP2001032881A (en) | Vertical base isolation device | |
| JPH026366B2 (en) | ||
| US11339850B2 (en) | Orthogonally-optimized vibration isolation | |
| US5342017A (en) | Damped cantilevered support arm assembly | |
| JPS6256374B2 (en) | ||
| JP7128027B2 (en) | Bellows damper | |
| JP2015224695A (en) | Hydrostatic bearing device | |
| JPS6323437B2 (en) | ||
| JPH0353502B2 (en) | ||
| JPS645170Y2 (en) | ||
| US6533256B1 (en) | High precision vibration damping system | |
| JPS629045A (en) | Vibration damping device | |
| KR100811828B1 (en) | High precision equipment dustproof motion controller using Mr damper and motion control system using it | |
| JP2004052893A (en) | Base isolation device for lightweight structure | |
| JPS6258413B2 (en) | ||
| JPS6323436B2 (en) | ||
| JPH04237707A (en) | Cable vibration damping device | |
| JPH10238538A (en) | Preload spindle | |
| JP4317766B2 (en) | Clevis and damping device connected to clevis | |
| JPH0518491Y2 (en) | ||
| JPH0236838B2 (en) |