JP2003138784A - Damping top - Google Patents

Damping top

Info

Publication number
JP2003138784A
JP2003138784A JP2001337059A JP2001337059A JP2003138784A JP 2003138784 A JP2003138784 A JP 2003138784A JP 2001337059 A JP2001337059 A JP 2001337059A JP 2001337059 A JP2001337059 A JP 2001337059A JP 2003138784 A JP2003138784 A JP 2003138784A
Authority
JP
Japan
Prior art keywords
screw shaft
damping
guide nut
tube
cylindrical pipe
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
JP2001337059A
Other languages
Japanese (ja)
Other versions
JP3830132B2 (en
Inventor
Eiji Kuroda
英二 黒田
Yosuke Ino
洋介 井野
Chiaki Kagomiya
千秋 籠宮
Hidenori Kida
英範 木田
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.)
Sumitomo Construction Co Ltd
Original Assignee
Sumitomo 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 Sumitomo Construction Co Ltd filed Critical Sumitomo Construction Co Ltd
Priority to JP2001337059A priority Critical patent/JP3830132B2/en
Publication of JP2003138784A publication Critical patent/JP2003138784A/en
Application granted granted Critical
Publication of JP3830132B2 publication Critical patent/JP3830132B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Fluid-Damping Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a damper used as an earthquake damping device such as a construction structure capable of inexpensively damping a vibration by effectively using a prescribed space. SOLUTION: This damping top is composed of an outer cylindrical pipe and a screw shaft mutually connected so as to be relatively displaceable, and has a guide nut rotatably and pivotally supported by the screw shaft on the inside of the outer cylindrical pipe, and an inner cylindrical pipe fixed to the guide nut, and fills a viscous body and/or a viscoelastic body in clearance between the outer cylindrical pipe and the inner cylindrical pipe, and is characterized in that the outer cylindrical pipe is connected to a V brace joined to an upper beam, and the screw shaft is arranged by respectively joining both end parts to two stoppers projected on a lower beam.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、建設構造物等の制震装
置として用いられる減衰こまに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a damping top used as a vibration control device for construction structures and the like.

【0002】[0002]

【従来の技術】一般に、制震装置として用いられる減衰
機構は、相対変位する2点(2物体)間に装着され、基
礎等の一方の振動源側から上部構造物である他方の制振
物体側へ伝達される振動エネルギを熱エネルギに変換消
失することにより減衰効果を達成するよう構成されてい
る。
2. Description of the Related Art In general, a damping mechanism used as a vibration control device is mounted between two points (2 objects) that are relatively displaced, and it is installed from one vibration source side such as a foundation to the other damping object which is an upper structure. It is configured to achieve a damping effect by converting the vibration energy transmitted to the side to heat energy and disappearing.

【0003】前記の減衰機構は、装置内に形成される粘
性体チャンバ内に、振動に伴って発生する相対変位部分
を収容し、粘性体の粘性摩擦抵抗により減衰効果を達成
するように構成されており、この場合、前記相対変位部
分の変位量は実際の変位量(相対変位する2点間の変位
量)と同じか、あるいは増幅手段を介して増幅されるよ
う構成されている。そして、変位量を増幅させることで
減衰効果も増大させることができる。なお、粘性減衰力
は変位する部材に対する粘性体の相対速度に比例する。
The damping mechanism described above is constructed so that a relative displacement portion generated by vibration is accommodated in a viscous body chamber formed in the apparatus, and a damping effect is achieved by viscous frictional resistance of the viscous body. In this case, the displacement amount of the relative displacement portion is the same as the actual displacement amount (the displacement amount between two points that are relatively displaced), or is amplified through the amplifying means. Then, the damping effect can be increased by amplifying the displacement amount. The viscous damping force is proportional to the relative velocity of the viscous body with respect to the displacing member.

【0004】例えば、その詳細は出願人によって特開平
10−184757号公報等で既に提案されている。
For example, the details thereof have already been proposed by the applicant in JP-A-10-184757.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、従来の
減衰機構はピンジョイントを介して基礎と接合してい
る。このピンジョイントは、2つの課題を有している。
However, the conventional damping mechanism is joined to the foundation through the pin joint. This pin joint has two problems.

【0006】すなわち、第1点はピンジョイントの制作
費が高い点である。このため、ピンジョイントの使用が
全体のコストを押し上げている。
That is, the first point is that the production cost of the pin joint is high. Therefore, the use of pin joints adds to the overall cost.

【0007】第2点は、ピンジョイントの軸長が長い点
である。減衰機構は減衰効果を直接は有しないピンジョ
イントと減衰効果を有する粘性体チャンバとから構成さ
れる。このため、ピンジョイントの長さは長ければ長い
ほど、同一の長さの減衰機構において減衰効果が低下す
る。そこで、減衰効果を得るのに最低限必要な長さの粘
性体チャンバを用意しても、ピンジョイントの長さが長
いため所定のスペースに減衰機構が収まらない場合があ
る。
The second point is that the axial length of the pin joint is long. The damping mechanism is composed of a pin joint that does not directly have a damping effect and a viscous body chamber that has a damping effect. For this reason, the longer the length of the pin joint, the lower the damping effect in the damping mechanism having the same length. Therefore, even if a viscous body chamber having a minimum required length for obtaining a damping effect is prepared, the damping mechanism may not fit in a predetermined space because the pin joint is long.

【0008】さらに、従来は軸部が片側にのみ設けられ
ており、軸長が十分に取れないため粘性体チャンバが十
分な距離の移動ができない場合もある。
Further, conventionally, the shaft portion is provided only on one side, and the viscous chamber cannot be moved a sufficient distance in some cases because the shaft length cannot be sufficiently obtained.

【0009】そこで、本発明の目的は、所定のスペース
を有効に利用して製造コストの低い建設構造物等の制震
装置として用いられる減衰装置の提供にある。
Therefore, an object of the present invention is to provide a damping device which is effectively used in a predetermined space and is used as a vibration control device for a construction structure or the like having a low manufacturing cost.

【0010】[0010]

【課題を解決するための手段】上記の目的を達成するた
めに、本願発明に係る減衰こまは、相対変位可能に互い
に接続される外筒管とねじ軸とからなり、前記外筒管の
内側に前記ねじ軸に回転可能に軸支される案内ナット
と、前記案内ナットに固定される内筒管とを備え、前記
外筒管と前記内筒管との間隙に粘性体および/または粘
弾性体が充填される減衰こまにおいて、前記外筒管は上
部梁と結合するVブレスと接続され、前記ねじ軸はその
両端部を下部梁上に突設される二つのストッパとそれぞ
れ結合して配置されることを特徴とする。
In order to achieve the above object, a damping top according to the present invention comprises an outer cylinder tube and a screw shaft connected to each other so as to be capable of relative displacement, and the inner side of the outer cylinder tube. A guide nut rotatably supported by the screw shaft and an inner cylinder pipe fixed to the guide nut, and a viscous body and / or viscoelastic material is provided in a gap between the outer cylinder pipe and the inner cylinder pipe. In a body-filled damping top, the outer tube is connected to a V-breath that is connected to an upper beam, and the screw shaft is arranged such that both ends thereof are respectively connected to two stoppers projecting on the lower beam. It is characterized by being done.

【0011】また、ねじ軸は、その中央部にねじ溝が刻
設され、案内ナットはその内部にボールベアリングがそ
の内径に嵌めこまれて前記ボールベアリングと前記ねじ
溝が係合することで案内ナットが回転可能かつ軸方向に
移動可能に構成されることを特徴とする。
Further, the screw shaft is provided with a screw groove in the center thereof, and the guide nut is guided by fitting a ball bearing inside the guide nut and engaging the ball bearing with the screw groove. It is characterized in that the nut is configured to be rotatable and axially movable.

【0012】そして、外筒管は、その両端部にねじ軸上
を回転可能なボールベアリングで挟持されるとともにね
じ軸端部に溝が刻設されて前記ボールベアリングと係合
することもできる。
The outer tube may be held at both ends by ball bearings rotatable on the screw shaft, and grooves may be formed at the ends of the screw shaft to engage with the ball bearings.

【0013】そのうえ、外筒管は、その両端部にねじ軸
と接合する回転可能な玉軸受を備えることもできる。
In addition, the outer tube may be provided with rotatable ball bearings joined to the screw shaft at both ends thereof.

【0014】[0014]

【発明の実施の形態】以下、本発明の一実施の形態につ
いて添付の図1により説明する。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the attached FIG.

【0015】本発明に係る減衰こま1は、下部梁2上に
設けられたストッパ4、6の間に設けられて、さらに上
部梁8ともVブレス10を介して結合することで図面左
右方向の下部梁2と上部梁8の振動を減衰するよう構成
される。
The damping top 1 according to the present invention is provided between the stoppers 4 and 6 provided on the lower beam 2, and is further coupled to the upper beam 8 via the V-bress 10 so that the damping frame 1 can be moved in the left-right direction in the drawing. It is configured to damp the vibrations of the lower beam 2 and the upper beam 8.

【0016】この減衰装置は、上部梁8と一体に連結さ
れて図面左右方向に移動可能に構成される第1の要素
と、上部梁8と一体に連結されて図面左右方向に移動可
能かつストッパ4、6間に設けられるねじ軸12を中心
に回転可能に構成される第2の要素と、下部梁2と一体
に連結されて固定される第3の要素の3要素から構成さ
れる。
This damping device is composed of a first element which is integrally connected to the upper beam 8 and is movable in the left-right direction in the drawing, and a first element which is integrally connected to the upper beam 8 and is movable in the left-right direction in the drawing and is a stopper. The third element is composed of a second element that is rotatable about a screw shaft 12 provided between Nos. 4 and 6, and a third element that is integrally connected and fixed to the lower beam 2.

【0017】第1の要素は、上部梁8にV字の上部を各
フランジ14を介して結合されるVブレス10と、Vブ
レス10の底部に設けられるブラケット16と、ブラケ
ット16に結合する固定部18と、固定部18によって
ブラケット16に固定されるとともにその長手方向がV
ブレス10のV字と同一方向となるよう配置される減衰
こま1の外筒管20とから一体的に構成される。
The first element is a V-breath 10 having a V-shaped upper portion coupled to the upper beam 8 via each flange 14, a bracket 16 provided at the bottom of the V-breath 10, and a fixing coupling to the bracket 16. The part 18 and the fixing part 18 are fixed to the bracket 16 and the longitudinal direction thereof is V.
It is integrally configured with the outer cylinder tube 20 of the damping top 1 arranged so as to be in the same direction as the V-shape of the breath 10.

【0018】第2の要素は、前記外筒管20の内部であ
ってねじ軸12の外周上で玉軸受22に支持されて配置
される内筒管24と、内筒管24に前後を挟まれスラス
ト軸受26に支持され、予め内蔵するボールベアリング
28を介してねじ軸12と係合する案内ナット30とか
らなり、ねじ軸12上を回転可能に配置される。また、
外筒管20と内筒管24との間に粘性体32およびまた
は粘弾性体が設けられる。粘性体32およびまたは粘弾
性体には、ポリイソブチレン等の高粘度の流体を好適に
使用し得る。さらに、外筒管20の両外端部にボールベ
アリング34が配置され、ねじ軸12と係合する。
The second element is an inner cylinder tube 24 disposed inside the outer cylinder tube 20 and supported by a ball bearing 22 on the outer periphery of the screw shaft 12, and the front and rear sides of the inner cylinder tube 24 are sandwiched by the inner cylinder tube 24. The guide nut 30 is supported by the thrust bearing 26 and engages with the screw shaft 12 via a ball bearing 28 that is built in in advance, and is rotatably arranged on the screw shaft 12. Also,
A viscous body 32 and / or a viscoelastic body are provided between the outer cylindrical tube 20 and the inner cylindrical tube 24. A highly viscous fluid such as polyisobutylene can be preferably used for the viscous body 32 and / or the viscoelastic body. Further, ball bearings 34 are arranged at both outer ends of the outer tube 20, and engage with the screw shaft 12.

【0019】第3の要素は、下部梁2上に設けられる第
1のストッパ4と、そのストッパに固定される第1の連
結部材36と、その第1の連結部材36の中心にその端
部が固定され両端37と中央39にそれぞれ異なるピッ
チのねじ溝が刻設されたねじ軸12と、そのねじ軸12
の反対側端部を固定する第2の連結部材38と、第2の
連結部材38を固定する第2のストッパ6とから一体的
に構成される。第2のストッパ6は下部梁2に固定され
る。
The third element is a first stopper 4 provided on the lower beam 2, a first connecting member 36 fixed to the stopper, and an end portion at the center of the first connecting member 36. And a screw shaft 12 in which screw grooves having different pitches are formed on both ends 37 and the center 39, respectively, and the screw shaft 12
The second connecting member 38 for fixing the opposite end portion thereof and the second stopper 6 for fixing the second connecting member 38 are integrally configured. The second stopper 6 is fixed to the lower beam 2.

【0020】上記のような構成からなる本発明におい
て、図1の左右方向に振動する地震が発生したと仮定し
て本発明の動作について説明する。
In the present invention having the above-mentioned structure, the operation of the present invention will be described on the assumption that an earthquake vibrating in the horizontal direction of FIG. 1 has occurred.

【0021】まず、左から右方向への振動により下部梁
2と一体構成される第1のストッパが第1の連結部材3
6を介してねじ軸12を右方向に押圧する。この押圧に
対して前記第1の要素と第1の要素と粘性体32を介し
て配置される第2の要素は、慣性力により維持される。
このため第3要素が、第1、2要素に対して変位するこ
ととなる。この変位の速度はこのねじ軸12と案内ナッ
ト30により増幅される。
First, the first stopper integrally formed with the lower beam 2 by the vibration from the left to the right causes the first connecting member 3 to move.
The screw shaft 12 is pressed in the right direction via 6. In response to this pressing, the first element and the second element arranged via the first element and the viscous body 32 are maintained by the inertial force.
Therefore, the third element is displaced with respect to the first and second elements. The speed of this displacement is amplified by the screw shaft 12 and the guide nut 30.

【0022】変位速度が増幅されると粘性減衰力が速度
増加に比例して増幅される。このように、本発明に係る
減衰装置によれば、ねじ軸12の直線変位を内筒管24
の回転運動に変換する簡単かつ小型な構成で内筒管24
の速度を増幅することができ、大きな粘性減衰力を容易
に得ることができる。特に、ピンジョイントを使用しな
いため第一の連結部材の長さを短縮することによって減
衰装置の長手方向の長さを短縮可能である。また、案内
ナットの両端を内筒管24とすることで減衰装置全体に
対する回転部の長さの割合を高められるため装置をコン
パクト化することができる。
When the displacement velocity is amplified, the viscous damping force is amplified in proportion to the velocity increase. As described above, according to the damping device of the present invention, the linear displacement of the screw shaft 12 is reduced
The inner cylinder tube 24 with a simple and compact structure that can be converted into the rotational movement of
The velocity can be amplified, and a large viscous damping force can be easily obtained. In particular, since the pin joint is not used, it is possible to shorten the length of the damping device by shortening the length of the first connecting member. In addition, since both ends of the guide nut are the inner tube 24, the ratio of the length of the rotating portion to the entire damping device can be increased, so that the device can be made compact.

【0023】次に、本発明に係る減衰装置の第2の実施
例を図2に示す。第1の実施例と同一の部分は省略し、
第1の実施例と異なる点について示す。
Next, FIG. 2 shows a second embodiment of the damping device according to the present invention. The same parts as in the first embodiment are omitted,
Differences from the first embodiment will be described.

【0024】第1の要素については、第1の実施例と同
一である。
The first element is the same as in the first embodiment.

【0025】第2の要素は、外筒管20の両外端部に玉
軸受40が設けられねじ軸42を支持する。
The second element is provided with ball bearings 40 at both outer ends of the outer tube 20 and supports a screw shaft 42.

【0026】第3の要素は、ねじ溝をその中央にのみ備
えているねじ軸42と、下部梁2上にPL44を設け、
さらにPL44上にリニアレール46が配置され、外筒
管20底部に設けられたリニアブロック48が案内され
るよう構成される。
The third element is provided with a screw shaft 42 having a thread groove only in the center thereof and a PL 44 on the lower beam 2.
Further, a linear rail 46 is arranged on the PL 44, and a linear block 48 provided at the bottom of the outer tube 20 is guided.

【0027】ねじ軸42のねじ溝を削減することで加工
行程が削減されコストが低下する効果を有する。
By reducing the thread groove of the screw shaft 42, the working process is reduced and the cost is reduced.

【0028】また、リニアブロック48がリニアレール
46に案内されることで図2における垂直方向の振動に
対して制止効果を有する。
Further, since the linear block 48 is guided by the linear rail 46, it has an effect of suppressing the vibration in the vertical direction in FIG.

【0029】[0029]

【発明の効果】本発明によれば、所定のスペースを有効
に利用して製造コストを低くする建設構造物等の制震装
置として用いられる減衰装置の提供が可能になる。
According to the present invention, it is possible to provide a damping device used as a vibration control device for a construction structure or the like, which effectively utilizes a predetermined space to reduce the manufacturing cost.

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

【図1】本願発明による減衰こまの第1の実施例を示す
側面図である。
FIG. 1 is a side view showing a first embodiment of a damping top according to the present invention.

【図2】本願発明による減衰こまの第2の実施例を示す
側面図である。
FIG. 2 is a side view showing a second embodiment of the damping top according to the present invention.

【符号の説明】[Explanation of symbols]

1 減衰こま 2 下部梁 4、6 ストッパ 8 上部梁 10 Vブレス 12 ねじ軸 14 フランジ 16 ブラケット 18 固定部 20 外筒管 22 玉軸受 24 内筒管 26 スラスト軸受 28 ボールベアリング 30 案内ナット 32 粘性体 34 ボールベアリング 36 第1の連結部材 37 両端ねじ溝 38 第2の連結部材 39 中央ねじ溝 40 玉軸受 42 ねじ軸 44 PL 46 リニアレール 48 リニアブロック 1 damping top 2 Lower beam 4, 6 stopper 8 Upper beam 10 V breath 12 screw shaft 14 Flange 16 brackets 18 Fixed part 20 Outer tube 22 ball bearings 24 Inner tube 26 Thrust bearing 28 ball bearings 30 guide nut 32 Viscous body 34 ball bearing 36 First Connection Member 37 Threaded groove on both ends 38 Second Connection Member 39 central thread groove 40 ball bearing 42 screw shaft 44 PL 46 linear rail 48 linear blocks

───────────────────────────────────────────────────── フロントページの続き (72)発明者 籠宮 千秋 東京都新宿区荒木町13番地の4 住友建設 株式会社内 (72)発明者 木田 英範 東京都新宿区荒木町13番地の4 住友建設 株式会社内 Fターム(参考) 3J048 AA05 AB01 AC04 BE04 DA01 EA38 3J069 AA69 CC34    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Chiaki Kagomiya             4 Sumitomo Construction, 13 Araki-cho, Shinjuku-ku, Tokyo             Within the corporation (72) Inventor Hidenori Kida             4 Sumitomo Construction, 13 Araki-cho, Shinjuku-ku, Tokyo             Within the corporation F-term (reference) 3J048 AA05 AB01 AC04 BE04 DA01                       EA38                 3J069 AA69 CC34

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 相対変位可能に互いに接続される外筒管
とねじ軸とからなり、前記外筒管の内側に前記ねじ軸に
回転可能に軸支される案内ナットと、前記案内ナットに
固定される内筒管とを備え、前記外筒管と前記内筒管と
の間隙に粘性体および/または粘弾性体が充填される減
衰こまにおいて、前記外筒管は上部梁と結合するVブレ
スと接続され、前記ねじ軸はその両端部を下部梁上に突
設される二つのストッパとそれぞれ結合して配置される
ことを特徴とする減衰こま。
1. A guide nut comprising an outer cylinder tube and a screw shaft connected to each other so that they can be displaced relative to each other, and a guide nut rotatably supported by the screw shaft inside the outer cylinder tube, and fixed to the guide nut. And a viscous body and / or a viscoelastic body are filled in a gap between the outer tubular tube and the inner tubular tube, the outer tubular tube being connected to an upper beam. A damping top, wherein the screw shaft is arranged such that both ends of the screw shaft are connected to two stoppers projecting from the lower beam, respectively.
【請求項2】 ねじ軸は、その中央部にねじ溝が刻設さ
れ、案内ナットはその内部にボールベアリングがその内
径に嵌めこまれて前記ボールベアリングと前記ねじ溝が
係合することで案内ナットが回転可能かつ軸方向に移動
可能に構成されることを特徴とする請求項1記載の減衰
こま。
2. The screw shaft has a thread groove formed in the center thereof, and the guide nut is guided by fitting a ball bearing inside the guide nut and engaging the ball bearing with the thread groove. The damping top according to claim 1, wherein the nut is configured to be rotatable and axially movable.
【請求項3】 下部梁は、その上部に外筒管と平行に配
置されるリニアレールが設けられ、外筒管は前記リニア
レールに案内されるリニアブロックを備えることを特徴
とする請求項1乃至2いずれかに記載の減衰こま。
3. The lower beam is provided with a linear rail arranged in parallel with the outer tubular tube on the upper part thereof, and the outer tubular tube is provided with a linear block guided by the linear rail. The damping top according to any one of 1 to 2.
【請求項4】 外筒管は、その両端部にねじ軸と接合す
る回転可能なボールベアリングで挟持されるとともにね
じ軸端部に溝が刻設されて前記ボールベアリングと係合
することを特徴とする請求項1乃至3いずれかに記載の
減衰こま。
4. The outer tube is sandwiched by rotatable ball bearings that are joined to a screw shaft at both ends thereof, and grooves are formed at the ends of the screw shaft to engage with the ball bearings. The damping top according to any one of claims 1 to 3.
【請求項5】 外筒管は、その両端部にねじ軸と接合す
る回転可能な玉軸受を備えることを特徴とする請求項1
乃至3いずれかに記載の減衰こま。
5. The outer cylinder tube is provided with rotatable ball bearings joined to the screw shaft at both ends thereof.
The damping top according to any one of 1 to 3.
JP2001337059A 2001-11-01 2001-11-01 Attenuation top Expired - Fee Related JP3830132B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001337059A JP3830132B2 (en) 2001-11-01 2001-11-01 Attenuation top

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001337059A JP3830132B2 (en) 2001-11-01 2001-11-01 Attenuation top

Publications (2)

Publication Number Publication Date
JP2003138784A true JP2003138784A (en) 2003-05-14
JP3830132B2 JP3830132B2 (en) 2006-10-04

Family

ID=19151779

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001337059A Expired - Fee Related JP3830132B2 (en) 2001-11-01 2001-11-01 Attenuation top

Country Status (1)

Country Link
JP (1) JP3830132B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006125110A (en) * 2004-10-29 2006-05-18 Univ Nihon Damper
JP2010090555A (en) * 2008-10-04 2010-04-22 Sumitomo Mitsui Construction Co Ltd Natural frequency identification method, structure base-isolating method, and structure vibration-control method
JP2011021689A (en) * 2009-07-15 2011-02-03 Ohbayashi Corp Vibration control device
JP2019143734A (en) * 2018-02-21 2019-08-29 株式会社免制震ディバイス Viscous damper
CN113459277A (en) * 2021-07-01 2021-10-01 中建中新建设工程有限公司 Grouting device and grouting method for pile foundation construction

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5410825B2 (en) * 2009-04-24 2014-02-05 清水建設株式会社 Rotating inertia mass damper

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006125110A (en) * 2004-10-29 2006-05-18 Univ Nihon Damper
JP4515220B2 (en) * 2004-10-29 2010-07-28 学校法人日本大学 Vibration control device
JP2010090555A (en) * 2008-10-04 2010-04-22 Sumitomo Mitsui Construction Co Ltd Natural frequency identification method, structure base-isolating method, and structure vibration-control method
JP2011021689A (en) * 2009-07-15 2011-02-03 Ohbayashi Corp Vibration control device
JP2019143734A (en) * 2018-02-21 2019-08-29 株式会社免制震ディバイス Viscous damper
CN113459277A (en) * 2021-07-01 2021-10-01 中建中新建设工程有限公司 Grouting device and grouting method for pile foundation construction

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