JP2016173014A - Damping device fitting structure and building including the same - Google Patents

Damping device fitting structure and building including the same Download PDF

Info

Publication number
JP2016173014A
JP2016173014A JP2015054519A JP2015054519A JP2016173014A JP 2016173014 A JP2016173014 A JP 2016173014A JP 2015054519 A JP2015054519 A JP 2015054519A JP 2015054519 A JP2015054519 A JP 2015054519A JP 2016173014 A JP2016173014 A JP 2016173014A
Authority
JP
Japan
Prior art keywords
control device
vibration control
damping device
building
mounting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2015054519A
Other languages
Japanese (ja)
Inventor
素彦 桑
Motohiko Kuwa
素彦 桑
祐樹 今泉
Yuki Imaizumi
祐樹 今泉
哲也 川又
Tetsuya Kawamata
哲也 川又
仁 本多
Hitoshi Honda
仁 本多
琢志 石田
Takushi Ishida
琢志 石田
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.)
Toda Corp
Original Assignee
Toda Corp
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 Toda Corp filed Critical Toda Corp
Priority to JP2015054519A priority Critical patent/JP2016173014A/en
Publication of JP2016173014A publication Critical patent/JP2016173014A/en
Pending legal-status Critical Current

Links

Images

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To solve a problem related to a damping device fitting structure, for example, the problem of damaging the degree of freedom of construction planning in the conventional damping device fitting structure.SOLUTION: A damping device fitting structure 1 includes an elastic member 5 for increasing rigidity of a cantilever damping device fitting member 6 for fitting a damping device 4 to a building and mitigating the member 6's stress, the elastic member being provided in parallel with the damping device 4 so as to be stretched between the building's column/beam frame side or the building's slab side and the free end side of the damping device fitting member 6.SELECTED DRAWING: Figure 1

Description

本発明は、制震装置の取付構造と、その取付構造を有する建物に関するものである。   The present invention relates to a structure for mounting a vibration control device and a building having the structure.

従来、建物の耐震性を向上させるために、制震装置が設けられる。この制震装置は、オイルダンパーなどで、該制震装置の速度に応じた減衰力を発揮するものである。この制震装置を建物に取り付けるには、剛性を高めた取付部材で取り付けることにより、前記制震装置の性能を最大限に発揮できるようにしている。例えば、従来例1として図6(A),(B)に示すように、ブレース材に、若しくは、モーメント抵抗フレーム同士の間に、制震装置を設けた例がある、従来例2:図6(C)に示すように、鉄筋コンクリート製の壁によって制震装置を取り付けた例がある。このような従来の制震装置の取付例を記載した文献として、特許文献1に記載されたものが知られている。   Conventionally, in order to improve the earthquake resistance of a building, a vibration control device is provided. This vibration control device is an oil damper or the like that exhibits a damping force corresponding to the speed of the vibration control device. In order to attach this vibration control device to a building, it is possible to maximize the performance of the vibration control device by attaching it with a mounting member having increased rigidity. For example, as shown in FIGS. 6A and 6B as Conventional Example 1, there is an example in which a vibration control device is provided on the brace material or between the moment resistance frames. Conventional Example 2: FIG. As shown in (C), there is an example in which a vibration control device is attached by a wall made of reinforced concrete. A document described in Patent Document 1 is known as a document describing an example of mounting such a conventional vibration control device.

特開平09−112066号公報JP 09-112066 A

しかし、従来の制震装置の取付構造では、例えば、従来例1では、ブレース材やフレーム材が、建築計画の自由度を制限する場合がある。また、従来例2では、取付部材のコストが嵩むことが課題である。本発明に係る制震装置の取付構造は、このような課題を解決するために提案されたものである。   However, in the conventional mounting structure of the vibration control device, for example, in the first conventional example, the brace material and the frame material may limit the degree of freedom of the building plan. Moreover, in the prior art 2, it is a subject that the cost of an attachment member increases. The vibration damping device mounting structure according to the present invention has been proposed in order to solve such a problem.

本発明に係る制震装置の取付構造の上記課題を解決して目的を達成するための要旨は、
建物の柱・梁架構側と若しくは建物のスラブ側と、前記建物に制震装置を取り付ける片持ちの制震装置用取付部材の自由端部側とに、前記制震装置と並設させて前記制震装置用取付部材の剛性が増加させ且つ応力を軽減させる弾性部材を架設したことである。
The gist for achieving the object by solving the above problems of the mounting structure of the vibration control device according to the present invention is as follows:
The column and beam frame side of the building or the slab side of the building, and the free end side of the mounting member for the cantilever damping device for mounting the damping device on the building are arranged side by side with the damping device. An elastic member that increases the rigidity of the mounting member for the vibration control device and reduces the stress is installed.

前記弾性部材は、コイルバネ、粘弾性体のうちのいずれか一つであることを含む。   The elastic member includes any one of a coil spring and a viscoelastic body.

更に、前記制震装置用取付部材が天井に垂設され、制震装置と弾性部材とが床側に配設されていること、;
前記制震装置用取付部材が、1階分の天井を、若しくは、複数階分の天井を突き抜けて延設され、制震装置と弾性部材とが屋上側に配設されていること、;
前記制震装置用取付部材と、制震装置と弾性部材とが、建物の外側に配設されていること、を含むものである。
And the vibration damping device mounting member is suspended from the ceiling, and the vibration damping device and the elastic member are disposed on the floor side;
The damping device mounting member extends through the ceiling of one floor or through the ceiling of a plurality of floors, and the damping device and the elastic member are disposed on the roof;
The vibration control device mounting member, the vibration control device and the elastic member are disposed outside the building.

本発明に係る制震装置を有する建物の要旨は、上記本発明に係る制震装置の取付構造が、建物の柱・梁架構若しくは建物のスラブに対して形成されていることである。   The gist of a building having a vibration control device according to the present invention is that the mounting structure of the vibration control device according to the present invention is formed on a column / beam frame of a building or a slab of a building.

本発明の制震装置の取付構造とその建物によれば、前記制震装置用取付部材の剛性が高まり、制震装置による制震効果が高まるものである。
弾性部材は、既設の制震装置に容易に並設させることができて、その取付の施工も簡単で有り、制震効果を高めることができる。
また、前記弾性体の剛性を設計上でコントロールすることで、制震装置用取付部材に過度な地震力を集めることなく、同様の制震効果が得られるように設計することができる。
According to the mounting structure of the vibration control device and the building thereof according to the present invention, the rigidity of the mounting member for the vibration control device is increased, and the vibration control effect by the vibration control device is increased.
The elastic member can be easily juxtaposed with the existing vibration control device, and the installation work thereof is simple, and the vibration control effect can be enhanced.
In addition, by controlling the rigidity of the elastic body by design, it is possible to design so as to obtain the same seismic control effect without collecting excessive seismic force on the mounting device for the vibration control device.

前記弾性体が前記片持ちの制震装置用取付部材の先端の支点として作用するので、設計値となる最大応答で約15%程度低減されるようになり、値当該制震装置用取付部材に生じる応力が緩和されて、取付部材の安全余裕度が向上するとともに、少ない材料で片持ちの制震装置用取付部材を構成することができて、コスト低減が図れる。   Since the elastic body acts as a fulcrum at the tip of the cantilever mounting member for a damping device, the maximum response as a design value is reduced by about 15%. The generated stress is alleviated, the safety margin of the mounting member is improved, and a cantilever mounting member for a damping device can be configured with a small amount of material, thereby reducing the cost.

前記制震装置が、回転増幅機構により質量効果(実質量の1000倍程度)を有した同調粘性マスダンパー(回転増幅機構付き粘性マスダンパーを柔支持部材により構造物に接続して同調付加振動系を構成して、従来の制震ダンパーよりも効率よく応答低減するもの)の場合には、特に応力緩和の効果が高く、細身のスレンダーな制震装置用取付部材にすることができて、建築計画の自由度の向上に寄与すると言う優れた効果を奏するものである。   The seismic damper is a tuned viscous mass damper having a mass effect (approximately 1000 times the actual amount) by a rotation amplification mechanism (a viscous mass damper with a rotation amplification mechanism is connected to a structure by a flexible support member to tune the additional vibration system. In which the response is reduced more efficiently than conventional seismic dampers), the effect of stress relaxation is particularly high, and it can be used as a slender mounting device for a seismic control device. It has an excellent effect of contributing to the improvement of the degree of freedom of planning.

本発明に係る制震装置の取付構造の概略を示す正面図(A),(B)である。It is a front view (A) and (B) which show the outline of the attachment structure of the damping device concerning the present invention. 同本発明の制震装置の取付構造の各実施例を示す概略正面図(A)〜(D)である。It is a schematic front view (A)-(D) which shows each Example of the attachment structure of the damping device of the same invention. 同本発明に係る制震装置の取付構造における制震装置用取付部材の効果を示す説明図である。It is explanatory drawing which shows the effect of the attachment member for damping devices in the mounting structure of the damping device which concerns on the same invention. 同本発明に係る制震装置の取付構造を従来の構造と比較した、試験体の高さと、加速度(A)、若しくは、相対変位(B)との関係を示す特性曲線図(A),(B)である。The characteristic curve diagram (A) which shows the relationship between the height of the test body and the acceleration (A) or the relative displacement (B), comparing the mounting structure of the damping device according to the present invention with the conventional structure ( B). 同本発明に係る制震装置の取付構造において生じる制震装置への入力(応力)を、従来の構造の場合と比較した特性曲線図である。It is a characteristic curve figure compared with the case of the conventional structure the input (stress) to the damping device which arises in the attachment structure of the damping device which concerns on the same invention. 従来例に係る制震装置の取付構造の概略を示す正面図である。It is a front view which shows the outline of the attachment structure of the damping device which concerns on a prior art example.

本発明に係る制震装置の取付構造1は、図1(A),(B)に示すように、建物の柱2・梁3架構に、若しくは建物のスラブ7に、設けられる制震装置4に対して、弾性部材5を前記制震装置4に並設させるものである。   As shown in FIGS. 1 (A) and 1 (B), a vibration damping device mounting structure 1 according to the present invention includes a vibration damping device 4 provided on a pillar 2 and a beam 3 frame of a building or a slab 7 of a building. On the other hand, the elastic member 5 is juxtaposed with the vibration control device 4.

図1(A)に示すように、建物の柱2・梁3架構側と、前記建物に制震装置4を取り付ける片持ちの制震装置用取付部材6の自由端部6a側とに、前記制震装置4と並設させて前記制震装置用取付部材6の剛性が増加させ且つ応力を軽減させる弾性部材5を架設してなる制震装置の取付構造1である。図1(B)に示すスラブ7で減衰力を受ける場合も同様である。   As shown in FIG. 1 (A), the pillar 2 / beam 3 frame side of the building and the free end portion 6a side of the cantilever mounting device 6 for the damping device for mounting the damping device 4 on the building are This is a vibration damping device mounting structure 1 in which an elastic member 5 is installed in parallel with the vibration damping device 4 to increase the rigidity of the vibration damping device mounting member 6 and reduce stress. The same applies when the damping force is received by the slab 7 shown in FIG.

前記弾性部材5は、例えば、コイルバネ、粘弾性体のうちのいずれか一つである。また、その性質は、引張りと圧縮との両方に弾性体としての効果を発揮するものである。   The elastic member 5 is, for example, one of a coil spring and a viscoelastic body. Moreover, the property exhibits the effect as an elastic body in both tension and compression.

図1(A)に示すように、制震装置4と弾性部材5とを並設させる態様は、例えば、天井の裏側のスペースに設ける態様が主に考えられる。これによれば、廊下などの内部空間に、制震装置4、弾性部材5や制震装置用取付部材6などの構成部材が配置されないので、スッキリとした配置になる。   As shown in FIG. 1A, for example, a mode in which the vibration control device 4 and the elastic member 5 are arranged in parallel is mainly conceivable in a mode in a space on the back side of the ceiling. According to this, since the structural members such as the vibration control device 4, the elastic member 5, and the vibration control device mounting member 6 are not arranged in the internal space such as the hallway, the arrangement is neat.

このほか、制震装置4と弾性部材5の配置の形態として、図2(A)に示すように、制震装置用取付部材6が天井に垂設され、制震装置4と弾性部材5とが床側に配設されているものである。この配置例では、弾性部材等の配設施工が高所作業とならずに容易で、メンテナンスも容易になる。   In addition, as shown in FIG. 2 (A), as a form of arrangement of the vibration control device 4 and the elastic member 5, a vibration control device mounting member 6 is suspended from the ceiling, and the vibration control device 4 and the elastic member 5 Is disposed on the floor side. In this arrangement example, the installation work of the elastic member or the like is easy without being a work at a high place, and maintenance is also easy.

更に他の実施例として、図2(B),(C)に示すように、制震装置用取付部材6が、1階分の天井を突き抜けて(屋上設置型)、若しくは、複数階分の天井を突き抜けて(複数層飛ばし型)、それぞれ延設されており、制震装置4と弾性部材5とが、建物の屋上側に配設されている実施例を提案する。   As still another embodiment, as shown in FIGS. 2B and 2C, the vibration control device mounting member 6 penetrates the ceiling for one floor (a rooftop installation type), or for a plurality of floors. An embodiment is proposed in which the ceiling is penetrated (multi-layer skipping type), each extending, and the vibration control device 4 and the elastic member 5 are arranged on the roof side of the building.

これによれば、室内空間を広く効率的に活用することができる。この場合、制震装置用取付部材6の長さが長くなり、地震時の振幅も大きくなるが、それを抑えるように、弾性部材5の剛性を調整することで、上階若しくは最上階での開口部(制震装置用取付部材用の開口部)の寸法を狭く抑えることができる。各階層の内部空間を有効に活用することができるものである。   According to this, indoor space can be utilized widely and efficiently. In this case, the length of the vibration damping device mounting member 6 is increased and the amplitude at the time of the earthquake is also increased. However, by adjusting the rigidity of the elastic member 5 so as to suppress it, The size of the opening (opening for the mounting member for the vibration control device) can be reduced. The internal space of each hierarchy can be used effectively.

このほか、図2(D)に示すように、制震装置用取付部材6と、制震装置4と弾性部材5とが、建物の外側に配設されている実施例を示す。この実施例であれば、制震装置4が新設であろうと既設であろうと、弾性部材5を並設させる工事が、建物の内部に人が居たまま、且つ、人の仕事の邪魔をせず建物内部で仕事をしながら、新設若しくは既設の制震装置4に対して弾性部材5の並設施工を行えるものである。既存の建物に、耐震性を付与する場合に、建物の外にて施工できるので、建物全体に足場を組む必要も無く、容易に耐震構造にすることができる。   In addition, as shown in FIG. 2D, an embodiment is shown in which the vibration control device mounting member 6, the vibration control device 4, and the elastic member 5 are disposed outside the building. In this embodiment, whether the seismic control device 4 is newly installed or existing, the work of arranging the elastic members 5 side by side keeps people inside the building and disturbs the work of people. It is possible to install the elastic member 5 side by side with respect to the newly installed or existing vibration control device 4 while working inside the building. When earthquake resistance is imparted to an existing building, construction can be performed outside the building, so that it is not necessary to build a scaffold throughout the building, and an earthquake-resistant structure can be easily obtained.

上記本発明に係る制震装置の取付構造1によって、建物の柱2・梁3架構に対して形成されている制震装置を有する建物Aとすることができる。このような制震装置4と弾性部材5を並設させることで、図3に示すように、制震装置用取付部材6において基端部の応力を半減することが可能となり、例えば、H鋼材でH−1000×300×19×32mmを、H−600×300×16×32mmとスレンダーな制震装置用取付部材6とすることができる。   With the vibration damping device mounting structure 1 according to the present invention, a building A having a vibration damping device formed on the pillar 2 and beam 3 frame of the building can be obtained. By arranging such a vibration control device 4 and the elastic member 5 side by side, as shown in FIG. 3, it becomes possible to halve the stress at the base end portion of the vibration control device mounting member 6. H-1000 × 300 × 19 × 32 mm can be used as the slanting vibration-damping device mounting member 6 as H-600 × 300 × 16 × 32 mm.

同本発明に係る制震装置の取付構造によるコイルバネの有無の制震効果を、従来例の制震装置のみの構造、非制震構造の場合の制震効果と比較するため、取付部材の高さにおける、加速度と相対変位との関係を図4(A),(B)に示す。   In order to compare the damping effect of the presence or absence of the coil spring by the mounting structure of the damping device according to the present invention with the damping effect in the case of the conventional damping device only structure or the non-damping structure, the height of the mounting member 4A and 4B show the relationship between the acceleration and the relative displacement.

これによると、制震効果は、片持ちの制震装置用取付部材において非制震構造以外では同様の効果が得られている。また、図5に示すように、制震装置用取付部材6への入力は、従来の制震装置用取付部材(フレームなど)への入力と比較して、設計値となる最大応答値にて15%程度低減され、取付部材の安全余裕度が向上している。   According to this, the same seismic control effect is obtained in the cantilever mounting device for a seismic control device other than the non-seismic structure. In addition, as shown in FIG. 5, the input to the damping device mounting member 6 is a maximum response value that is a design value compared to the input to a conventional damping device mounting member (such as a frame). The safety margin of the mounting member is improved by about 15%.

本発明に係る制震装置を有する建物は、上記本発明に係る制震装置の取付構造が、建物の柱・梁架構、若しくは、建物のスラブに対して形成されてなるものである。   The building having the vibration control device according to the present invention is such that the mounting structure of the vibration control device according to the present invention is formed on a pillar / beam frame of a building or a slab of the building.

本発明に係る制震装置の取付構造とそれを有する建物によれば、建物に新設する場合に制震装置用取付部材をスレンダーにするだけで無く、制震装置を備えた既設の建物にも容易に弾性部材を並設することができて、制震効果を向上させることができるので、各種建物に広く適用できる。   According to the mounting structure of the vibration control device and the building having the same according to the present invention, not only the vibration control device mounting member is made slender when newly installed in the building, but also in an existing building equipped with the vibration control device. Since elastic members can be easily arranged side by side and the vibration control effect can be improved, it can be widely applied to various buildings.

1 制震装置の取付構造、
2 柱、
3 梁、
4 制震装置、
5 弾性部材、
6 制震装置用取付部材、 6a 自由端部、
7 スラブ。
1 Mounting structure of vibration control device,
2 pillars,
3 Beam,
4 Vibration control device,
5 elastic members,
6 Damping device mounting member, 6a Free end,
7 Slab.

Claims (6)

建物の柱・梁架構側と若しくは建物のスラブ側と、前記建物に制震装置を取り付ける片持ちの制震装置用取付部材の自由端部側とに、前記制震装置と並設させて前記制震装置用取付部材の剛性が増加させ且つ応力を軽減させる弾性部材を架設したこと、
を特徴とする制震装置の取付構造。
The column and beam frame side of the building or the slab side of the building, and the free end side of the mounting member for the cantilever damping device for mounting the damping device on the building are arranged side by side with the damping device. An elastic member that increases the rigidity of the mounting member for the vibration control device and reduces stress,
Mounting structure of the vibration control device characterized by
弾性部材は、コイルバネ、粘弾性体のうちのいずれか一つであること、
を特徴とする請求項1に記載の制震装置の取付構造。
The elastic member is one of a coil spring and a viscoelastic body;
The mounting structure for a vibration control device according to claim 1.
制震装置用取付部材が天井に垂設され、制震装置と弾性部材とが床側に配設されていること、
を特徴とする請求項1または2に記載の制震装置の取付構造。
The damping device mounting member is suspended from the ceiling, and the damping device and the elastic member are disposed on the floor side,
The mounting structure for a vibration control device according to claim 1 or 2.
制震装置用取付部材が、1階分の天井を、若しくは、複数階分の天井を突き抜けて延設され、制震装置と弾性部材とが屋上側に配設されていること、
を特徴とする請求項1または2に記載の制震装置の取付構造。
The damping device mounting member extends through the ceiling of one floor or through the ceiling of a plurality of floors, and the damping device and the elastic member are arranged on the roof side,
The mounting structure for a vibration control device according to claim 1 or 2.
制震装置用取付部材と、制震装置と弾性部材とが、建物の外側に配設されていること、
を特徴とする請求項1または2に記載の制震装置の取付構造。
The mounting device for the vibration control device, the vibration control device and the elastic member are disposed outside the building,
The mounting structure for a vibration control device according to claim 1 or 2.
請求項1〜5のいずれか1項に記載の制震装置の取付構造が、建物の柱・梁架構若しくは建物のスラブに対して形成されていること、
を特徴とする制震装置を有する建物。
The mounting structure of the vibration control device according to any one of claims 1 to 5 is formed with respect to a pillar / beam frame of a building or a slab of a building,
A building with a vibration control device characterized by
JP2015054519A 2015-03-18 2015-03-18 Damping device fitting structure and building including the same Pending JP2016173014A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015054519A JP2016173014A (en) 2015-03-18 2015-03-18 Damping device fitting structure and building including the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015054519A JP2016173014A (en) 2015-03-18 2015-03-18 Damping device fitting structure and building including the same

Publications (1)

Publication Number Publication Date
JP2016173014A true JP2016173014A (en) 2016-09-29

Family

ID=57008739

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015054519A Pending JP2016173014A (en) 2015-03-18 2015-03-18 Damping device fitting structure and building including the same

Country Status (1)

Country Link
JP (1) JP2016173014A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111814374A (en) * 2020-07-07 2020-10-23 中国水利水电科学研究院 Earthquake response analysis and safety assessment method in arch dam construction period

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1072948A (en) * 1996-08-30 1998-03-17 Kajima Corp Bending control type complex seismic control structure
JP2000129956A (en) * 1998-10-23 2000-05-09 Ohbayashi Corp Vibration control structure of building
JP2008144486A (en) * 2006-12-11 2008-06-26 Tama Tlo Kk Building
JP2014163102A (en) * 2013-02-25 2014-09-08 Aseismic Devices Co Ltd Vibration suppression device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1072948A (en) * 1996-08-30 1998-03-17 Kajima Corp Bending control type complex seismic control structure
JP2000129956A (en) * 1998-10-23 2000-05-09 Ohbayashi Corp Vibration control structure of building
JP2008144486A (en) * 2006-12-11 2008-06-26 Tama Tlo Kk Building
JP2014163102A (en) * 2013-02-25 2014-09-08 Aseismic Devices Co Ltd Vibration suppression device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111814374A (en) * 2020-07-07 2020-10-23 中国水利水电科学研究院 Earthquake response analysis and safety assessment method in arch dam construction period
CN111814374B (en) * 2020-07-07 2021-06-22 中国水利水电科学研究院 Earthquake response analysis and safety assessment method in arch dam construction period

Similar Documents

Publication Publication Date Title
KR102318705B1 (en) Lateral damping and intermediate support for escalators and moving walks in seismic events
JP5442359B2 (en) Suspended ceiling structure and construction method
KR20160023498A (en) Window frame apparatus having anti-seismic structure
JP2007291761A (en) Earthquake resistant ceiling structure
JP2009512796A5 (en)
JP6207317B2 (en) Ceiling structure
JP2016173014A (en) Damping device fitting structure and building including the same
KR101697726B1 (en) Height adjustable hanger
JP6155620B2 (en) Ceiling structure and method for constructing ceiling structure
JP2014145417A (en) Vibration-proof structure of structure
JP6079457B2 (en) Building
KR20130125253A (en) Plate spring for isolation from floor vibration and vibration isolating ceiling using such plate spring
JP2013167293A (en) Anti-vibration suspension earthquake damping structure
JP6221398B2 (en) Ceiling structure
JP2016151278A (en) Vibration control device
JP6298402B2 (en) Partial seismic isolation structure
JP6143065B2 (en) Damping structure of large span frame building
JP2015140853A (en) Base isolation member
RU143601U1 (en) SEISMIC RESISTANT FRAME BUILDING
JPH10252253A (en) Floor vibration control system
JP2014114548A (en) Ceiling structure
JP2008202292A (en) Expansion joint structure
KR20110101946A (en) Aseismatic brace
JP2013148114A (en) Suspension device and earthquake resistant structure of suspended ceiling
KR101414986B1 (en) Damping Device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20171030

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20180827

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180830

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20190319