JPH11324204A - Structure of building - Google Patents
Structure of buildingInfo
- Publication number
- JPH11324204A JPH11324204A JP13567798A JP13567798A JPH11324204A JP H11324204 A JPH11324204 A JP H11324204A JP 13567798 A JP13567798 A JP 13567798A JP 13567798 A JP13567798 A JP 13567798A JP H11324204 A JPH11324204 A JP H11324204A
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- Prior art keywords
- building
- flat plate
- floor
- beams
- constituted
- 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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Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明はフラットプレート構
造を基本とする建物の構造、特に集合住宅に適用して最
適な構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a building based on a flat plate structure, and particularly to a structure most suitable for an apartment house.
【０００２】[0002]
【従来の技術】周知のように、フラットプレート構造は
スラブ下面側に梁型やキャピタルが突出することがない
ため、有効階高を大きく確保できる、開口部高さを大き
く確保できる、間仕切り位置の制約が少ない、施工性に
優れるといった種々の利点があり、特に集合住宅建物に
対して広く採用されるようになってきている。2. Description of the Related Art As is well known, in a flat plate structure, a beam shape or capital does not protrude on the lower surface side of the slab, so that a large effective floor height can be secured, a large opening height can be secured, and a partition position can be secured. It has various advantages such as less restrictions and excellent workability, and has been widely adopted especially for apartment buildings.
【０００３】[0003]
【発明が解決しようとする課題】ところで、従来一般の
フラットプレート構造は、建物全体が剛な耐震構造とさ
れかつ剛性が方向性を持たない（二方向に均等な剛性を
有する）形態の建物、たとえば平面形状が正方形に近く
二方向に均等に耐震壁を配置することができるような形
態の建物には好適に採用可能であるが、最も一般的な形
態である一方向に長い形態の建物したがって二方向に耐
震壁をバランス良く配置し難いような形態の建物には適
用し難いものであった。By the way, a conventional general flat plate structure is a building in which the whole building has a rigid earthquake-resistant structure and the rigidity has no directionality (has uniform rigidity in two directions). For example, it can be suitably used for a building in which the plane shape is close to a square and in which the earthquake-resistant walls can be arranged evenly in two directions, but the most common form, a one-way long building, It was difficult to apply to buildings where it was difficult to arrange the shear walls in two directions in a well-balanced manner.
【０００４】上記事情に鑑み、本発明の目的は、フラッ
トプレート構造を建物の形態によらず広く適用すること
を可能とする有効な構造を提供することにある。[0004] In view of the above circumstances, an object of the present invention is to provide an effective structure that enables a flat plate structure to be widely applied regardless of the form of a building.
【０００５】[0005]
【課題を解決するための手段】本発明は、建物の床をフ
ラットプレートにより構成し、当該建物の桁行方向の主
架構をラーメン構造により構成するとともに梁間方向の
主架構を耐震壁により構成し、かつ、該建物全体を免震
装置により支持してなることを特徴とする。桁行方向の
梁はフラットプレート内に内蔵される扁平梁とすること
が良い。当該建物の用途は集合住宅が好適であり、その
場合には住戸間を区画する戸境壁を耐震壁とすれば良
い。また、住戸内の水廻りゾーンの床を周囲の床よりも
下げてそこに配管スペースを確保することが好適であ
る。According to the present invention, a floor of a building is constituted by a flat plate, a main frame in a girder direction of the building is constituted by a ramen structure, and a main frame in a direction between beams is constituted by a seismic wall. In addition, the whole building is supported by a seismic isolation device. The beam in the girder direction is preferably a flat beam built in the flat plate. The use of the building is preferably an apartment house, in which case the border wall dividing the dwelling units may be an earthquake-resistant wall. In addition, it is preferable to lower the floor of the water surrounding zone in the dwelling unit below the surrounding floor to secure a piping space there.
【０００６】[0006]
【発明の実施の形態】以下、本発明の構造を集合住宅建
物に適用した場合の実施形態を図１〜図３を参照して説
明する。本実施形態の建物は７階建て程度の中層の集合
住宅であって、各階に複数の住戸１が隣接して設けられ
て全体として一方向（桁行方向、図示Ｘ方向）に長い平
面形態をなし、隣合う二住戸が対称配置されて一つの階
段室２を共有するいわゆる階段室型の形態とされ、それ
ら二住戸と階段室とを１単位とする単位架構３が桁行方
向に直線的にもしくは雁行するようにずれた状態で連続
して設けられて住棟全体の架構を構成しているものであ
る。図１（ａ）は単位架構３を示す平面図、（ｂ）は桁
行方向の主架構を示す立断面図（（ａ）におけるｂ−ｂ
線視図）、（ｃ）は梁間方向（図示Ｙ方向）の主架構を
示す立断面図（（ａ）におけるｃ−ｃ線視図）である。
また、図２は住戸１（単位架構３の右側に位置するも
の）の平面図であり、本例における住戸１のプランは、
バルコニー４側（南面側）にリビングダイニングルーム
５とそれに続く和室６が配置され、階段室２側（北面
側）に洋室７，８が配置され、中央部に台所９、洗面所
１０、浴室１１、トイレが設けられた水廻りゾーン１３
が配置されたものとなっている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment in which the structure of the present invention is applied to an apartment house will be described below with reference to FIGS. The building according to the present embodiment is a middle-rise apartment house of about seven floors, in which a plurality of dwelling units 1 are provided adjacent to each floor to form a plane that is long in one direction (column direction, X direction in the drawing) as a whole. A so-called staircase type in which two adjacent dwelling units are symmetrically arranged and share one staircase room 2, and a unit frame 3 having the two dwelling units and the staircase room as one unit is formed linearly or in a girder direction. It is provided continuously in a state shifted like a wild goose, and constitutes the frame of the whole house. FIG. 1A is a plan view showing a unit frame 3, and FIG. 1B is a vertical sectional view showing a main frame in a girder direction (bb in FIG. 1A).
(C) is an elevational sectional view (c-c view in (a)) showing the main frame in the direction between beams (Y direction in the drawing).
FIG. 2 is a plan view of the dwelling unit 1 (the one located on the right side of the unit frame 3).
On the balcony 4 side (south side), a living dining room 5 and a Japanese-style room 6 following it are arranged, on the staircase room 2 side (north side), Western rooms 7, 8 are arranged, and in the center, a kitchen 9, a washroom 10, and a bathroom 11 , Water area 13 with toilet
Are arranged.
【０００７】本実施形態の建物の構造形式はフラットプ
レート構造を基本とするものであって、その床２０は厚
さが３５０ｍｍの鉄筋コンクリート造のフラットプレー
トにより構成されている。ただし、各住戸１の水廻りゾ
ーン１３の床２１のみは厚さ１５０ｍｍとされて周囲よ
りも２５０ｍｍ程度下げられて設けられ、ここに配管ス
ペース２２が確保され、その配管スペース２２は階段室
２に面して設けられているメータボックス２３に通じる
ようにされている。なお、水廻りゾーン１３の周囲には
メータボックス２３側を除く三方に段差梁２４，２５が
設けられている。また、水廻りゾーン１３における仕上
床は周囲と同レベルで段差が生じないように設けること
で使用勝手が損なわれることはない。[0007] The structural form of the building of this embodiment is based on a flat plate structure, and the floor 20 is made of a reinforced concrete flat plate having a thickness of 350 mm. However, only the floor 21 of the water surrounding zone 13 of each dwelling unit 1 has a thickness of 150 mm and is provided about 250 mm lower than the surrounding area, and a piping space 22 is secured here. It is configured to communicate with a meter box 23 provided facing the same. In addition, step beams 24 and 25 are provided around the water circling zone 13 except for the meter box 23 side. Further, by providing the finished floor in the water circling zone 13 at the same level as the surroundings so as to prevent a step from occurring, the usability is not impaired.
【０００８】本建物全体の架構は上記のようにフラット
プレート構造を基本としつつ、特に桁行方向の水平剛性
と耐震性を確保するべくラーメン架構が一部採用されて
いる。すなわち、図１（ａ）に示すように、この建物の
南面側（バルコニー側）には柱２６が設けられていると
ともにそれら柱２６間には梁２７が架設され、北面側に
は柱２８が設けられているとともにそれら柱２８間には
梁２９が架設され、また住戸内には柱３０が設けられて
それら柱３０間には梁３１が架設され、さらに住戸内の
他の柱３２間には上記の段差梁２４が架設され、それら
各柱と各梁とにより桁行方向の主架構としてのラーメン
架構がそれぞれ構成されている。ただし、上記の段差梁
２４を除く他の梁２７、２９、３１はいずれもフラット
プレートである床２０内に内蔵されている扁平梁とされ
ていて、通常のラーメン構造のようにスラブ下面側に梁
型が突出することはなく、したがってラーメン架構を一
部に採用しているといえどもフラットプレート構造の形
態が全く損なわれることなくそのまま維持されている。The frame of the entire building is based on a flat plate structure as described above, and a part of a ramen frame is employed to secure horizontal rigidity and seismic resistance especially in the girder direction. That is, as shown in FIG. 1A, pillars 26 are provided on the south side (balcony side) of this building, beams 27 are erected between the pillars 26, and pillars 28 are provided on the north side. A beam 29 is erected between the columns 28, a column 30 is provided in the dwelling unit, a beam 31 is erected between the columns 30, and further between other columns 32 in the dwelling unit. The above-mentioned step beam 24 is erected, and the columns and beams constitute a ramen frame as a main frame in the girder direction. However, the other beams 27, 29 and 31 except for the above-mentioned step beam 24 are all flat beams built in the floor 20 which is a flat plate, and are provided on the lower surface side of the slab as in a normal ramen structure. The beam shape does not protrude, and therefore, even though the frame structure is partially adopted, the shape of the flat plate structure is maintained without any loss.
【０００９】なお、本例においては、柱２６と梁２７に
よる南面側のラーメン架構における柱スパンはフラット
プレートの長期応力により決定しており、柱２８と梁２
９とによる北面側のラーメン架構はフラットプレートの
パンチング耐力を考慮して断面を決定しており、柱３０
と梁３１とによる中通りのラーメン架構は扁平な柱３０
とそれと同幅の梁３１とにより建物全体の水平剛性の過
半を負担するものと設定している。また、本例において
は上記の梁以外にもフラットプレート内に内蔵された他
の梁３３が設けられており、それらの梁３３も桁行方向
の水平剛性確保に寄与し得るものとなっている。In this example, the column span in the ramen frame on the south side by the columns 26 and the beams 27 is determined by the long-term stress of the flat plate.
9 has a cross section determined in consideration of the punching strength of the flat plate.
The ramen frame on the middle street with the beams 31
And the beam 31 having the same width as the beam 31 are set to bear the majority of the horizontal rigidity of the whole building. Further, in this example, other beams 33 built in the flat plate are provided in addition to the above beams, and these beams 33 can also contribute to securing horizontal rigidity in the row direction.
【００１０】一方、本建物の梁間方向の水平剛性および
耐震性は耐震壁により確保されるようになっている。す
なわち、上記の単位架構３の両側に位置して設けられて
いる戸境壁４０は厚さ２５０ｍｍの鉄筋コンクリート造
の高剛性の耐震壁として設けられ、その耐震壁が梁間方
向の主架構として機能してこの建物全体の梁間方向の水
平剛性と耐震性が確保されるようになっている。なお、
それら耐震壁に加えて、階段室２と各住戸１と区画する
ように柱２８，３０間に設けられている壁４１や、単位
架構３の中央部に配置されている戸境壁４２（図２参
照）、梁間方向に架設されている上記の段差梁２５や他
の扁平な梁４３も、梁間方向の架構として機能して剛性
確保に寄与し得る。On the other hand, the horizontal rigidity and the earthquake resistance in the direction between beams of the building are secured by the earthquake-resistant wall. That is, the door border wall 40 provided on both sides of the unit frame 3 is provided as a 250 mm thick reinforced concrete high-rigidity earthquake-resistant wall, and the earthquake-resistant wall functions as a main frame in the direction between beams. Horizontal rigidity and seismic resistance in the direction between beams of the entire leverage building are ensured. In addition,
In addition to the earthquake-resistant walls, a wall 41 provided between the columns 28 and 30 so as to partition the staircase room 2 and each dwelling unit 1, and a door boundary wall 42 arranged at the center of the unit frame 3 (FIG. 2), the step beam 25 and other flat beams 43 erected in the inter-beam direction can also function as a frame in the inter-beam direction and contribute to securing rigidity.
【００１１】そして、上記のようにフラットプレート構
造を基本としつつ、桁行方向の主架構がラーメン構造と
され、梁間方向の主架構が耐震壁により構成された建物
の全体は、図３に示すようにこの建物の基礎５０に対し
て積層ゴム５１（免震装置）を介して免震支持されてい
る。[0011] As shown in FIG. 3, the entire structure of the building in which the main frame in the girder direction is a rigid frame structure and the main frame in the direction between beams is made of a seismic wall, based on the flat plate structure as described above. The base of the building is seismically isolated and supported via a laminated rubber 51 (seismic isolation device).
【００１２】上記構造の建物は、積層ゴム５１による免
震構造とされていることから地震力を低減できることは
もとより、桁行方向のラーメン架構と梁間方向の耐震壁
とを組み合わせて採用したことにより建物全体の水平剛
性と耐震性を支障なく確保できるものであり、したがっ
て、上記構造の建物はその形態と用途からして耐震壁を
両方向に均等にバランス良く配置することが困難である
にも拘わらずフラットプレート構造の採用が可能となっ
たのであり、その結果、天井高や開口部高さを大きく確
保できる、平面プランの制約が少ない、可変性に優れ
る、といったフラットプレート構造の利点を生かした極
めて有効な集合住宅建物を実現できたものである。The building having the above structure has a seismic isolation structure made of the laminated rubber 51, so that not only the seismic force can be reduced, but also the building adopts a combination of a rigid frame in the girder direction and a seismic wall in the direction between beams. The overall horizontal rigidity and seismic resistance can be ensured without hindrance.Therefore, in the building with the above structure, it is difficult to arrange the earthquake-resistant walls evenly in both directions in a balanced manner because of its form and application. The adoption of a flat plate structure has become possible, and as a result, extremely high ceiling and opening heights can be secured, there are few restrictions on the plane plan, and variability is excellent. An effective apartment building was realized.
【００１３】なお、本発明においては、建物の形態や規
模、平面プランに対応し耐震壁や柱、梁の設置位置を任
意に設定すれば良いことは当然であり、たとえば図４に
示すように柱および梁の配置をより単純化したり、階段
室型の集合住宅のみならず図５に示すような外廊下型の
形態の集合住宅に適用することも勿論可能である。In the present invention, it is a matter of course that the installation positions of the earthquake-resistant walls, columns, and beams may be arbitrarily set in accordance with the form, scale, and plan of the building. For example, as shown in FIG. Of course, it is possible to simplify the arrangement of columns and beams, and to apply the present invention not only to a staircase-type apartment house but also to an exterior corridor-type apartment house as shown in FIG.
【００１４】また、本発明はフラットプレート構造を基
本とするものであるから、ラーメン架構を構成する桁行
方向の梁は上記実施形態のようにフラットプレート内に
内蔵される扁平梁とすることが望ましいが、必ずしも梁
を完全にフラットプレート内に内蔵させてしまうことは
なく、梁の設置位置や梁成寸法によってはフラットプレ
ート構造の利点を大きく損なうことがない程度に（たと
えば上記実施形態における段差梁のように）梁を床の下
面側に若干突出させることも許容される。また、桁行方
向のラーメン架構に耐震壁を併用することも可能であ
る。Further, since the present invention is based on a flat plate structure, the beams in the girder direction forming the rigid frame are preferably flat beams built in the flat plate as in the above embodiment. However, the beam is not necessarily completely built into the flat plate, and the advantage of the flat plate structure is not greatly impaired depending on the installation position of the beam and the beam dimensions (for example, the stepped beam in the above embodiment). It is also permissible for the beam to protrude slightly below the floor below. It is also possible to use a shear wall together with the frame in the girder direction.
【００１５】[0015]
【発明の効果】以上のように、本発明は、建物の床をフ
ラットプレートにより構成し、桁行方向の主架構をラー
メン構造により構成するとともに梁間方向の主架構を耐
震壁により構成し、かつ建物全体を免震装置により支持
した構造であるから、免震装置により地震力を低減でき
るとともにラーメン架構と耐震壁により二方向の水平剛
性と耐震性を支障なく確保でき、したがってそれらラー
メン架構と耐震壁を適正配置することで、建物の形態や
平面プラン、用途に制約されることなくフラットプレー
ト構造を広く適用することが可能である。特に桁行方向
の梁をフラットプレート内に内蔵される扁平梁とすれ
ば、梁型を完全になくすことが可能であってフラットプ
レート構造の利点を全く損なうことがない。また、本発
明の構造は、梁間方向には耐震壁を設けることが可能で
あるが桁行方向には耐震壁を自由に設けることができな
いことが通常である集合住宅に適用し、戸境壁を耐震壁
とすることが最も合理的であり、その場合には住戸内の
水廻りゾーンの床を周囲の床よりも下げてそこに配管ス
ペースを確保すれば住戸内における設備配管の施工や保
守、更新を行う際に有利である。As described above, according to the present invention, the floor of a building is constituted by a flat plate, the main frame in the row direction is constituted by a rigid frame structure, and the main frame in the direction between beams is constituted by an earthquake-resistant wall. Since the entire structure is supported by seismic isolation devices, seismic force can be reduced by the seismic isolation devices, and the horizontal rigidity and seismic resistance in two directions can be secured without difficulty by the ramen frame and the earthquake-resistant wall. By properly arranging the flat plate structure, the flat plate structure can be widely applied without being restricted by the form, the plan, and the use of the building. In particular, if the beam in the row direction is a flat beam built in the flat plate, the beam shape can be completely eliminated, and the advantage of the flat plate structure is not impaired at all. In addition, the structure of the present invention is applied to an apartment house in which it is usually possible to provide an earthquake-resistant wall in the direction between beams, but it is not possible to freely provide an earthquake-resistant wall in the girder direction. It is most reasonable to use an earthquake-resistant wall, in which case the floor of the water area inside the dwelling unit should be lower than the surrounding floor to secure piping space there, and installation and maintenance of equipment piping in the dwelling unit, This is advantageous when performing updates.
【図１】 本発明の実施形態である建物の単位架構を示
す図であり、（ａ）は平面図、（ｂ）は桁行方向の主架
構を示す立断面図、（ｃ）は梁間方向の主架構を示す立
断面図である。1A and 1B are diagrams showing a unit frame of a building according to an embodiment of the present invention, wherein FIG. 1A is a plan view, FIG. 1B is a vertical sectional view showing a main frame in a girder direction, and FIG. It is an elevation sectional view showing a main frame.
【図２】 同建物における住戸の平面図である。FIG. 2 is a plan view of a dwelling unit in the same building.
【図３】 同建物の基礎部を示す断面図である。FIG. 3 is a cross-sectional view showing a foundation of the building.
【図４】 本発明の構造が適用可能な建物の他の形態を
示す平面図である。FIG. 4 is a plan view showing another embodiment of a building to which the structure of the present invention can be applied.
【図５】 本発明の構造が適用可能な建物のさらに他の
形態を示す平面図である。FIG. 5 is a plan view showing still another form of a building to which the structure of the present invention can be applied.
１ 住戸 １３ 水廻りゾーン ２０ 床（フラットプレート） ２１ 水廻りゾーンの床 ２２ 配管スペース ２６，２８，３０，３２ 柱 ２７，２９，３１ 梁（扁平梁） ４０ 戸境壁（耐震壁） ５１ 積層ゴム（免震装置） DESCRIPTION OF SYMBOLS 1 Dwelling unit 13 Water zone 20 Floor (flat plate) 21 Floor of water zone 22 Piping space 26,28,30,32 Column 27,29,31 Beam (flat beam) 40 Door wall (shockproof wall) 51 Laminated rubber (Seismic isolation device)
Claims (4)
し、当該建物の桁行方向の主架構をラーメン構造により
構成するとともに梁間方向の主架構を耐震壁により構成
し、かつ、該建物全体を免震装置により支持してなるこ
とを特徴とする建物の構造。1. The floor of a building is constituted by a flat plate, the main frame in the girder direction of the building is constituted by a rigid frame structure, the main frame in the direction between beams is constituted by a seismic wall, and the whole building is seismically isolated. A building structure characterized by being supported by a device.
に内蔵される扁平梁としたことを特徴とする請求項１記
載の建物の構造。2. The building structure according to claim 1, wherein the beam in the row direction is a flat beam built in the flat plate.
耐震壁が住戸間を区画する戸境壁であることを特徴とす
る請求項１または２記載の建物の構造。3. The structure of a building according to claim 1, wherein the use of the building is an apartment building, and the earthquake-resistant wall is a border wall that partitions between dwelling units.
りも下げてそこに配管スペースを確保してなることを特
徴とする請求項３記載の建物の構造。4. The structure of a building according to claim 3, wherein the floor of the water circulating zone in the dwelling unit is lower than the surrounding floor to secure a piping space there.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13567798A JP3740595B2 (en) | 1998-05-18 | 1998-05-18 | Building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13567798A JP3740595B2 (en) | 1998-05-18 | 1998-05-18 | Building structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH11324204A true JPH11324204A (en) | 1999-11-26 |
| JP3740595B2 JP3740595B2 (en) | 2006-02-01 |
Family
ID=15157355
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13567798A Expired - Lifetime JP3740595B2 (en) | 1998-05-18 | 1998-05-18 | Building structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3740595B2 (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002174050A (en) * | 2000-12-06 | 2002-06-21 | Kajima Corp | Seismically isolated structure |
| JP2002227296A (en) * | 2001-01-31 | 2002-08-14 | Kajima Corp | Framework of structure |
| JP2003082869A (en) * | 2001-09-12 | 2003-03-19 | Mitsui Constr Co Ltd | Boardlike house |
| JP2006045933A (en) * | 2004-08-05 | 2006-02-16 | Takenaka Komuten Co Ltd | Continuous layer core wall type seismic control high-rise multiple dwelling house building |
| JP2006306070A (en) * | 2005-03-29 | 2006-11-09 | Mitsubishi Kagaku Media Co Ltd | Optical recording medium, metal complex compound and organic dye compound |
| JP2016008393A (en) * | 2014-06-23 | 2016-01-18 | 有限会社シーアンドシーエンジニアリング | Base-isolated structure |
| JP2016141978A (en) * | 2015-01-30 | 2016-08-08 | 住友不動産株式会社 | Building |
| CN106401018A (en) * | 2016-11-09 | 2017-02-15 | 苏州科技大学 | Assembled self-reset swing steel plate wall structure system |
-
1998
- 1998-05-18 JP JP13567798A patent/JP3740595B2/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002174050A (en) * | 2000-12-06 | 2002-06-21 | Kajima Corp | Seismically isolated structure |
| JP4631156B2 (en) * | 2000-12-06 | 2011-02-16 | 鹿島建設株式会社 | Seismic isolation structure |
| JP2002227296A (en) * | 2001-01-31 | 2002-08-14 | Kajima Corp | Framework of structure |
| JP4581256B2 (en) * | 2001-01-31 | 2010-11-17 | 鹿島建設株式会社 | Structure shaft |
| JP2003082869A (en) * | 2001-09-12 | 2003-03-19 | Mitsui Constr Co Ltd | Boardlike house |
| JP2006045933A (en) * | 2004-08-05 | 2006-02-16 | Takenaka Komuten Co Ltd | Continuous layer core wall type seismic control high-rise multiple dwelling house building |
| JP2006306070A (en) * | 2005-03-29 | 2006-11-09 | Mitsubishi Kagaku Media Co Ltd | Optical recording medium, metal complex compound and organic dye compound |
| JP2016008393A (en) * | 2014-06-23 | 2016-01-18 | 有限会社シーアンドシーエンジニアリング | Base-isolated structure |
| JP2016141978A (en) * | 2015-01-30 | 2016-08-08 | 住友不動産株式会社 | Building |
| CN106401018A (en) * | 2016-11-09 | 2017-02-15 | 苏州科技大学 | Assembled self-reset swing steel plate wall structure system |
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|---|---|
| JP3740595B2 (en) | 2006-02-01 |
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