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JP4154788B2 - Damping wall structure - Google Patents
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JP4154788B2 - Damping wall structure - Google Patents

Damping wall structure Download PDF

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Publication number
JP4154788B2
JP4154788B2 JP03672899A JP3672899A JP4154788B2 JP 4154788 B2 JP4154788 B2 JP 4154788B2 JP 03672899 A JP03672899 A JP 03672899A JP 3672899 A JP3672899 A JP 3672899A JP 4154788 B2 JP4154788 B2 JP 4154788B2
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JP
Japan
Prior art keywords
container
wall structure
movable plate
damping
space
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.)
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JP03672899A
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Japanese (ja)
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JP2000234452A (en
Inventor
明雄 鈴木
澄夫 川口
千明 鶴谷
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Oiles Corp
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Oiles Corp
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Filing date
Publication date
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Priority to JP03672899A priority Critical patent/JP4154788B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、建物等の壁に制振装置、特に、粘性体の粘性剪断抵抗を利用した制振装置を内装した制振壁構造に関する。
【0002】
【発明が解決しようとする課題】
建物等の壁に制振装置を埋め込んで、当該壁を制振構造とし、而して、建物全体を制振構造にする技術が既に提案されている。
【0003】
この種の制振装置の一つとして、粘性体を容器内に配し、可動板を容器内の粘性体に浸漬させて容器に対して可動に配されてなるものが知られており、この制振装置では、地震等による容器に対する可動板の振動において、容器と可動板との間の粘性体に粘性剪断を生じさせ、この粘性剪断における粘性剪断抵抗により制振効果を得るようにしている。
【0004】
ところで、制振装置は、通常、可動板が天井側の上梁等に、容器が床側の下梁等に取り付けられて壁内に配されるが、この制振装置およびこれを各梁等に取り付ける取り付け機構が壁の内部全体を占有すると、壁に窓や扉等を設置したい場合は、制振装置および取り付け機構が邪魔となって、それが極めて困難となることがある。
【0005】
本発明は、前記諸点に鑑みてなされたものであって、その目的とするところは、窓や扉等の設置空間又は通路としての空間を確保できる制振壁構造を提供することにある。
【0006】
【課題を解決するための手段】
本発明の第一の態様の制振壁構造は 二つの柱とこの柱を橋絡する上梁および下梁とで規定される壁空間を少なくとも二つの空間に区画するべく、両梁から十分な間隔を持って設けられた少なくとも一本の横材と、この横材により区画された少なくとも一つの空間に配された制振装置とを具備しており、制振装置は、容器と、この容器に対して間隔をもって容器内に可動に配された可動板と、容器内に収容された粘性体とを具備しており、横材は両柱を橋絡している。
【0007】
第一の態様の制振壁構造によれば、壁空間が少なくとも一本の横材により区画され、この横材により区画されたいずれか一つの空間に制振装置が配されているために、制振装置が配された空間以外に少なくとも一つの大きな他の空間を壁空間に確保でき、而して、この他の空間に窓等の設置ができ、壁空間を有効に使用できる。
【0008】
本発明の第二の態様の制振壁構造では、第一の態様の制振壁構造において、容器は、下梁に取り付けられており、可動板は、横材に取り付けられている。
【0009】
本発明の第三の態様の制振壁構造では、第一の態様の制振壁構造において、可動板は、上梁に取り付けられており、容器は、横材に取り付けられている。
【0010】
第二または第三の態様の制振壁構造のように、制振装置を、区画された最下位の空間または最上位の空間に配することにより、残る他の空間を、広い窓空間として利用でき、好ましい場合がある。
【0011】
本発明の第四の態様の制振壁構造では、第一から三の態様のいずれかの制振壁構造において、制振装置と横材とは、化粧壁内に配されている。
【0012】
本発明の第五の態様の制振壁構造は、二つの柱とこの柱を橋絡する上梁および下梁とで規定される壁空間を少なくとも二つの空間に区画するべく、両柱から十分な間隔を持って設けられた少なくとも一本の縦材と、この縦材により区画された少なくとも一つの空間に配された制振装置とを具備しており、ここにおいて、制振装置は、容器と、この容器に対して間隔をもって容器内に可動に配された可動板と、容器内に収容された粘性体とを具備しており、容器は、下梁に取り付けられており、可動板は、上梁に取り付けられており、縦材は上梁および下梁を橋絡している。
【0013】
第五の態様の制振壁構造によれば、制振装置が縦材により区画された少なくとも一つの空間に配されているために、制振装置が配された空間以外に少なくとも一つの大きな空間を壁空間に確保でき、而して、この空間を扉等の設置または通路とする事ができ、壁空間を有効に使用できる。
【0014】
本発明の第六の態様の制振壁構造では、第五の態様の制振壁構造において、制振装置と縦材とは、化粧壁内に配されている。
【0015】
本発明の第七の態様の制振壁構造では、第一から六の態様のいずれかの制振壁構造において、容器は、粘性体を収容した容器本体と、この容器本体の底部に固着された取り付け部とを具備しており、可動板は、容器本体内に配された少なくとも一枚の可動板本体と、この可動板本体に固着された取り付け部とを具備している。
【0016】
本発明の制振壁構造が適用される建物は、一般の事務所ビル、集合住宅、戸建住宅等を含み、新築又は改築建物のいずれでもよい。
【0017】
【発明の実施の形態】
次に本発明およびその実施の形態を、図に示す好ましいその例に基づいて更に詳細に説明する。なお、本発明はこれら例に何等限定されないのである。
【0018】
図1から図3において、本例の制振壁構造1は、二つの柱21および22と柱21および22を橋絡する上梁20および下梁19とで規定される壁空間23を2つの空間24および27に区画するべく、両梁19および20から十分な間隔を持って設けられた一本の横材としての中間梁17と、中間梁17により区画された下方の空間27に配された制振装置2とを具備している。
【0019】
制振装置2は、容器3と、容器3に対して間隔をもって容器3内にA方向に可動に配された可動板4と、容器3内に収容された粘性体、本例では高粘性体5とを具備している。
【0020】
容器3は、高粘性体5を収容した容器本体6と、容器本体6の底部に溶接又はボルト・ナット等により固着された取り付け部としてのH型の鋼部材7とを具備している。容器本体6は、四角筒体8と、四角筒体8に溶接等により固着された底板9とを具備している。鋼部材7は、底板9に固着されている。
【0021】
可動板4は、一部が容器本体6内に配されて、高粘性体5に浸漬された一枚の可動板本体10と、可動板本体10の上端部11に配された取り付け部としてのH型の鋼部材12とを具備しており、可動板本体10は、上端部11に溶接等により固着された鍔板13を具備している。鋼部材12は溶接又はボルト・ナット等により鍔板13に固着されている。
【0022】
可動板本体10は、容器本体6の内周面15に対して狭い隙間16をもって配されており、隙間16に高粘性体5が充填されており、制振装置2は、地震などにより可動板本体10が、壁面に沿う横方向、即ちA方向に容器本体6に対して相対的に振動されると、高粘性体5が粘性剪断されて、これにより、可動板本体10の容器本体6に対するA方向の相対的振動に対する粘性剪断抵抗が生じ、当該相対的振動を減衰させる。
【0023】
本例では、制振装置2は、その鋼部材7において溶接又はボルト・ナット等により下梁19に固着されて、容器3において下梁19に直接取り付けられている。
【0024】
中間梁17は、両柱21および22を橋絡して配されており、中間梁17の両端は、両柱21および22に溶接又はボルト・ナット等により夫々固着されている。
【0025】
このようにして本例では、制振装置2は、その鋼部材12において中間梁17に溶接又はボルト・ナット等により固着されて、可動板4が中間梁17に直接取り付けられている。
【0026】
以上の制振壁構造1では、地震等により中間梁17側が下梁19に対して相対的にA方向に振動すると、鋼部材12を介してA方向の相対振動が可動板本体10に伝達される結果、可動板4と容器3とのA方向の相対的振動において、高粘性体5が粘性剪断されて、これにより、A方向の相対的振動に対する粘性剪断抵抗が生じ、当該相対的振動が減衰され、制振作用が発揮される。
【0027】
そして制振壁構造1では、中間梁17および上梁20の間に、大きい空間24が形成されるために、空間24を窓25等の設置に利用できることになる。
【0028】
本例では、空間27において、容器3を下梁19に取り付け、可動板4を、中間梁17に取り付けたが、これに代えて、空間24において、可動板4を上梁20に取り付け、容器4を、中間梁17に取り付け、空間27を窓25等の設置空間として、制振壁構造1を形成してもよい。
【0029】
また本例では、壁空間23内に一本の横材としての中間梁17を設け、区画された下方の空間27に制振装置2を取り付けたが、これに代えて、複数本の横材を設けてもよく、区画されたいずれかの空間に制振装置2を取り付けて制振壁構造1を形成してもよい。
【0030】
図4に示す制振壁構造1は、二つの柱21および22と柱21および22を橋絡する上梁20および下梁19とで規定される壁空間23を二つの空間24および27に区画するべく両柱21および22から十分な間隔を持って設けられた縦材としての中間柱18と、中間柱18により区画されたいずれか一方の空間、本例では空間27に配された制振装置2とを具備している。図4に示す例の制振壁構造1では、制振装置2の容器3は、鋼部材7において下梁19に直接取り付けられており、その可動板4は鋼部材12において上梁20に直接取り付けられている。中間柱18は上梁20および下梁19を橋絡して配されている。
【0031】
図4に示す制振壁構造1では、中間柱18により区画された空間24を、扉26等の設置または通路等の空間に利用できる。
【0032】
壁空間23を区画する中間柱18等の縦材は、複数本であってもよく、複数本の縦材により区画されたいずれかの空間に制振装置2を取り付けて制振壁構造1を形成してもよい。
【0033】
以上の制振装置2と中間梁17乃至中間柱18とは、通常、化粧壁内に配されて、外部から見えないようにされる。
【0034】
なお、制振装置2においては、一枚の可動板本体10を具備して可動板4を構成したが、可動板本体10としては、複数枚であってもよく、複数枚の可動板本体10を相互に隙間をもって鍔板13に固着して設ける場合には、これらと隙間をもって交互に配される中間壁体を底板9に固着して、容器3を構成してもよい。
【0035】
【発明の効果】
本発明によれば、窓や扉等の設置空間または通路等の空間を確保できる制振壁構造を提供することができる。
【図面の簡単な説明】
【図1】本発明の制振壁構造の好ましい実施の形態の例の正面図である。
【図2】図1に示す例の一部拡大図である。
【図3】図2のIII−III線断面である。
【図4】本発明の制振壁構造の好ましい実施の形態の他の例の正面図である。
【符号の説明】
1 制振壁構造
2 制振装置
3 容器
4 可動板
5 高粘性体
17 中間梁
18 中間柱
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a damping wall structure in which a damping device, particularly a damping device using a viscous shear resistance of a viscous body is provided on a wall of a building or the like.
[0002]
[Problems to be solved by the invention]
There has already been proposed a technique for embedding a vibration control device in a wall of a building or the like so that the wall has a vibration suppression structure, and thus the entire building has a vibration suppression structure.
[0003]
As one of this type of vibration control device, there is known a device in which a viscous body is arranged in a container, and a movable plate is immersed in the viscous body in the container and is arranged to be movable with respect to the container. In the vibration damping device, in the vibration of the movable plate relative to the container due to an earthquake or the like, viscous shear is generated in the viscous body between the container and the movable plate, and the vibration damping effect is obtained by the viscous shear resistance in this viscous shear. .
[0004]
By the way, the vibration control device is usually arranged in the wall with the movable plate attached to the upper beam on the ceiling side and the container attached to the lower beam on the floor side. If the attachment mechanism attached to the wall occupies the entire interior of the wall, when it is desired to install a window, a door, or the like on the wall, the vibration control device and the attachment mechanism may become an obstacle, which may be extremely difficult.
[0005]
The present invention has been made in view of the above points, and an object of the present invention is to provide a damping wall structure capable of securing an installation space such as a window or a door or a space as a passage.
[0006]
[Means for Solving the Problems]
The damping wall structure according to the first aspect of the present invention is sufficient to divide a wall space defined by two columns and an upper beam and a lower beam bridging the columns into at least two spaces. At least one cross member provided with a gap, and a vibration control device disposed in at least one space partitioned by the cross member, the vibration control device comprising a container and the container And a viscous plate accommodated in the container, and the cross member bridges both pillars.
[0007]
According to the damping wall structure of the first aspect, the wall space is partitioned by at least one cross member, and the damping device is arranged in any one space partitioned by the cross member. In addition to the space where the vibration control device is arranged, at least one large other space can be secured in the wall space, and thus a window or the like can be installed in this other space, so that the wall space can be used effectively.
[0008]
In the damping wall structure of the second aspect of the present invention, in the damping wall structure of the first aspect, the container is attached to the lower beam, and the movable plate is attached to the cross member.
[0009]
In the damping wall structure of the third aspect of the present invention, in the damping wall structure of the first aspect, the movable plate is attached to the upper beam, and the container is attached to the cross member.
[0010]
Like the damping wall structure of the second or third aspect, the remaining space is utilized as a wide window space by arranging the damping device in the partitioned lowermost space or uppermost space. Can be preferred.
[0011]
In the damping wall structure according to the fourth aspect of the present invention, in the damping wall structure according to any one of the first to third aspects, the damping device and the cross member are arranged in the decorative wall.
[0012]
The damping wall structure according to the fifth aspect of the present invention is sufficient to divide the wall space defined by the two columns and the upper beam and the lower beam that bridge the columns into at least two spaces. At least one vertical member provided with a certain interval, and a vibration damping device disposed in at least one space partitioned by the vertical member, wherein the vibration damping device is a container And a movable plate that is movably disposed in the container at an interval with respect to the container, and a viscous body that is accommodated in the container, the container is attached to the lower beam, It is attached to the upper beam, and the vertical members bridge the upper and lower beams.
[0013]
According to the damping wall structure of the fifth aspect, since the damping device is arranged in at least one space partitioned by the vertical member, at least one large space other than the space in which the damping device is arranged. Can be secured in the wall space, and this space can be used as a door or a passage or can be used effectively.
[0014]
In the damping wall structure of the sixth aspect of the present invention, in the damping wall structure of the fifth aspect, the damping device and the vertical member are arranged in the decorative wall.
[0015]
In the damping wall structure according to the seventh aspect of the present invention, in the damping wall structure according to any one of the first to sixth aspects, the container is fixed to the container main body containing the viscous material and the bottom of the container main body. The movable plate includes at least one movable plate main body disposed in the container main body, and an attachment portion fixed to the movable plate main body.
[0016]
Buildings to which the damping wall structure of the present invention is applied include general office buildings, apartment houses, detached houses, etc., and may be either newly constructed or renovated buildings.
[0017]
DETAILED DESCRIPTION OF THE INVENTION
Next, the present invention and its embodiments will be described in more detail based on preferred examples shown in the drawings. The present invention is not limited to these examples.
[0018]
1 to 3, the damping wall structure 1 of this example includes two wall spaces 23 defined by two columns 21 and 22 and an upper beam 20 and a lower beam 19 that bridge the columns 21 and 22. In order to divide into spaces 24 and 27, the intermediate beam 17 as a cross member provided with a sufficient distance from both beams 19 and 20 and a lower space 27 defined by the intermediate beam 17 are arranged. The vibration damping device 2 is provided.
[0019]
The vibration damping device 2 includes a container 3, a movable plate 4 that is movably disposed in the A direction in the container 3 with a spacing from the container 3, a viscous body that is accommodated in the container 3, and a high-viscosity body in this example 5.
[0020]
The container 3 includes a container main body 6 in which the high-viscosity body 5 is accommodated, and an H-shaped steel member 7 as an attachment part fixed to the bottom of the container main body 6 by welding or bolts / nuts. The container body 6 includes a rectangular cylinder 8 and a bottom plate 9 fixed to the rectangular cylinder 8 by welding or the like. The steel member 7 is fixed to the bottom plate 9.
[0021]
The movable plate 4 is partly disposed in the container body 6 and is a single movable plate body 10 immersed in the high-viscosity body 5 and an attachment portion disposed on the upper end portion 11 of the movable plate body 10. The movable plate main body 10 includes a gutter plate 13 fixed to the upper end portion 11 by welding or the like. The steel member 12 is fixed to the plate 13 by welding or bolts / nuts.
[0022]
The movable plate body 10 is arranged with a narrow gap 16 with respect to the inner peripheral surface 15 of the container body 6, and the gap 16 is filled with a high-viscosity body 5. When the main body 10 is vibrated relative to the container main body 6 in the lateral direction along the wall surface, that is, in the A direction, the high-viscosity body 5 is subjected to viscous shearing, whereby the movable plate main body 10 is moved relative to the container main body 6. A viscous shear resistance against relative vibration in the A direction is generated, and the relative vibration is attenuated.
[0023]
In this example, the vibration damping device 2 is fixed to the lower beam 19 by welding or bolts / nuts or the like in the steel member 7 and directly attached to the lower beam 19 in the container 3.
[0024]
The intermediate beam 17 is arranged by bridging both columns 21 and 22, and both ends of the intermediate beam 17 are fixed to both columns 21 and 22 by welding or bolts and nuts, respectively.
[0025]
Thus, in this example, the vibration damping device 2 is fixed to the intermediate beam 17 by welding or bolts / nuts or the like in the steel member 12, and the movable plate 4 is directly attached to the intermediate beam 17.
[0026]
In the damping wall structure 1 described above, when the intermediate beam 17 side vibrates in the A direction relative to the lower beam 19 due to an earthquake or the like, the relative vibration in the A direction is transmitted to the movable plate body 10 via the steel member 12. As a result, in the relative vibration in the A direction between the movable plate 4 and the container 3, the high-viscosity body 5 is viscous sheared, thereby generating a viscous shear resistance against the relative vibration in the A direction. Damped and exhibits damping effect.
[0027]
And in the damping wall structure 1, since the big space 24 is formed between the intermediate beam 17 and the upper beam 20, the space 24 can be utilized for installation of the window 25 grade | etc.,.
[0028]
In this example, the container 3 is attached to the lower beam 19 and the movable plate 4 is attached to the intermediate beam 17 in the space 27. Instead, the movable plate 4 is attached to the upper beam 20 in the space 24, 4 may be attached to the intermediate beam 17, and the damping wall structure 1 may be formed with the space 27 as an installation space such as the window 25.
[0029]
Further, in this example, the intermediate beam 17 as one cross member is provided in the wall space 23, and the vibration damping device 2 is attached to the partitioned lower space 27. Instead, a plurality of cross members are provided. The damping wall structure 1 may be formed by attaching the damping device 2 to any of the partitioned spaces.
[0030]
The damping wall structure 1 shown in FIG. 4 divides a wall space 23 defined by two columns 21 and 22 and an upper beam 20 and a lower beam 19 that bridges the columns 21 and 22 into two spaces 24 and 27. The intermediate pillar 18 as a vertical member provided with a sufficient distance from both the pillars 21 and 22 and any one of the spaces partitioned by the intermediate pillar 18, in this example, the vibration damping disposed in the space 27. Device 2. In the damping wall structure 1 of the example shown in FIG. 4, the container 3 of the damping device 2 is directly attached to the lower beam 19 in the steel member 7, and the movable plate 4 is directly attached to the upper beam 20 in the steel member 12. It is attached. The intermediate column 18 is arranged by bridging the upper beam 20 and the lower beam 19.
[0031]
In the damping wall structure 1 shown in FIG. 4, the space 24 defined by the intermediate pillar 18 can be used for installation of a door 26 or a space such as a passage.
[0032]
There may be a plurality of vertical members such as the intermediate pillar 18 that divides the wall space 23, and the vibration control device 2 is attached to any one of the spaces defined by the plurality of vertical members to form the vibration suppression wall structure 1. It may be formed.
[0033]
The above vibration damping device 2 and the intermediate beam 17 to the intermediate column 18 are usually arranged in the decorative wall so as not to be seen from the outside.
[0034]
In the vibration damping device 2, the movable plate 4 is configured by including one movable plate body 10, but the movable plate body 10 may be a plurality of movable plate bodies 10. Are fixed to the base plate 13 with a gap therebetween, the intermediate wall body alternately arranged with the gap may be fixed to the bottom plate 9 to constitute the container 3.
[0035]
【The invention's effect】
ADVANTAGE OF THE INVENTION According to this invention, the damping wall structure which can ensure installation spaces, such as a window and a door, or spaces, such as a channel | path, can be provided.
[Brief description of the drawings]
FIG. 1 is a front view of an example of a preferred embodiment of a damping wall structure of the present invention.
FIG. 2 is a partially enlarged view of the example shown in FIG.
3 is a cross-sectional view taken along line III-III in FIG.
FIG. 4 is a front view of another example of the preferred embodiment of the damping wall structure of the present invention.
[Explanation of symbols]
1 Damping wall structure 2 Damping device 3 Container 4 Movable plate 5 High viscosity body 17 Intermediate beam 18 Intermediate column

Claims (5)

二つの柱とこの柱を橋絡する上梁および下梁とで規定される壁空間を少なくとも二つの空間に区画するべく、両梁から十分な間隔を持って設けられた少なくとも一本の横材と、この横材により区画された空間のうち少なくとも一つの空間に配された制振装置とを具備しており、制振装置は、容器と、この容器に対して間隔をもって容器内に可動に配された可動板と、容器内に収容された粘性体とを具備しており、横材は両柱を橋絡している制振壁構造。  At least one cross member provided at a sufficient distance from both beams to divide the wall space defined by the two columns and the upper and lower beams that bridge the columns into at least two spaces. And a vibration damping device disposed in at least one of the spaces partitioned by the cross member, the vibration damping device being movable in the container at an interval with respect to the container. A damping wall structure comprising a movable plate arranged and a viscous body housed in a container, and the cross member bridges both pillars. 容器は、下梁に取り付けられており、可動板は、横材に取り付けられている請求項1に記載の制振壁構造。  The damping wall structure according to claim 1, wherein the container is attached to the lower beam, and the movable plate is attached to the cross member. 可動板は、上梁に取り付けられており、容器は、横材に取り付けられている請求項1に記載の制振壁構造。  The damping wall structure according to claim 1, wherein the movable plate is attached to the upper beam, and the container is attached to the cross member. 制振装置と横材とは、化粧壁内に配されている請求項1から3のいずれか一項に記載の制振壁構造。  The damping wall structure according to any one of claims 1 to 3, wherein the damping device and the cross member are arranged in the decorative wall. 容器は、粘性体を収容した容器本体と、この容器本体の底部に固着された取り付け部とを具備しており、可動板は、容器本体内に配された少なくとも一枚の可動板本体と、この可動板本体に固着された取り付け部とを具備している請求項1からのいずれか一項に記載の制振壁構造。The container includes a container main body containing a viscous body and an attachment portion fixed to the bottom of the container main body, and the movable plate includes at least one movable plate main body disposed in the container main body, The damping wall structure according to any one of claims 1 to 4 , further comprising an attachment portion fixed to the movable plate body.
JP03672899A 1999-02-16 1999-02-16 Damping wall structure Expired - Lifetime JP4154788B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101928747B1 (en) * 2018-05-03 2018-12-13 조청환 Construction method of apartment having earthquake proof structure

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5568941B2 (en) * 2009-10-08 2014-08-13 オイレス工業株式会社 Damping structure
JP5541729B2 (en) * 2010-11-10 2014-07-09 住友林業株式会社 Vibration control device and vibration control structure of wooden building using the same
KR101930268B1 (en) * 2018-05-03 2018-12-18 조청환 Seismic reinforcing method for wall of apartment structure
KR101933870B1 (en) * 2018-05-04 2019-01-02 조청환 Earthquake proof reinforcing method having seismic design for lower parts of apartment structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101928747B1 (en) * 2018-05-03 2018-12-13 조청환 Construction method of apartment having earthquake proof structure

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