JP2789185B2 - Seismic isolation structure of wooden building - Google Patents

Seismic isolation structure of wooden building

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Publication number
JP2789185B2
JP2789185B2 JP8986896A JP8986896A JP2789185B2 JP 2789185 B2 JP2789185 B2 JP 2789185B2 JP 8986896 A JP8986896 A JP 8986896A JP 8986896 A JP8986896 A JP 8986896A JP 2789185 B2 JP2789185 B2 JP 2789185B2
Authority
JP
Japan
Prior art keywords
seismic isolation
isolation structure
wooden building
wall material
material layer
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 - Fee Related
Application number
JP8986896A
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Japanese (ja)
Other versions
JPH09242383A (en
Inventor
孝吉 山本
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Individual
Original Assignee
Individual
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Priority to JP8986896A priority Critical patent/JP2789185B2/en
Publication of JPH09242383A publication Critical patent/JPH09242383A/en
Application granted granted Critical
Publication of JP2789185B2 publication Critical patent/JP2789185B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、一般の木造住宅や
テラスハウス等その他の木造建築物の免震構造に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation structure for general wooden houses, terrace houses, and other wooden buildings.

【0002】[0002]

【従来の技術】従来の免震構造は、地震に対しての安全
性が改めて問われている高層の建築物において種々の方
法が取られており、現在、震度6〜7クラスの強い地震
を対象とする免震構法としては、建物に免震装置を付設
することで、如何なる性格の地震が来てもそのままの状
態で何もせずに受け入れるという所謂受動的な構法が主
流となってきている。例えば、建築構造物を空気ばねで
支持したり、液体に浮上させたり、鉄板にゴム等を貼り
付けた積層ゴム等の滑り易い材料を建物の基礎部分に入
れることで地面が動いても建物に力が伝わらないように
したり、その他に地震動の長周期成分波に対する免震構
法として、粘性物質や金属塑性の応用、固体流体振動や
摩擦の利用等による各種のダンパー機構を利用するもの
が知られている。また、特に本造建築物の場合は、従来
の布基礎に比較してべタ基礎の方が地震に対して強いと
いう実状が報じられている中、各種の免震構法による建
築構造物の早急なる提案が余儀なくされている。
2. Description of the Related Art The conventional seismic isolation structure employs various methods for high-rise buildings, for which safety against earthquakes has been renewed. As the target seismic isolation method, the so-called passive construction method, in which a seismic isolation device is attached to the building, so that any type of earthquake can be received as it is without doing anything, has become the mainstream. . For example, building structures can be supported by air springs, floated in liquid, or slippery materials such as laminated rubber with rubber or other materials attached to iron plates can be placed in the foundation of the building to allow the building to move even when the ground moves. As a seismic isolation system for preventing long-period component waves from preventing the transmission of force and using other types of damper mechanisms, such as applying viscous materials and metal plasticity, using solid fluid vibration and friction, etc. ing. In addition, especially in the case of main buildings, it has been reported that solid foundations are more resistant to earthquakes than conventional cloth foundations. Some suggestions have been forced.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来例
では、現在の木造住宅等の建築構造では、免震構法によ
る建築物構法というものが未だ開発途上にあり、上述し
たような高度な技術が要求された受動的な構法による免
震装置を設置する場合には施工そのものが煩雑であり、
コストも通常のものよりも高くついてしまうという問題
点を有していた。また、従来の基礎は、建築基準法に規
定されているように大地に十分に緊結していなければな
らないものとされているが、ベタ基礎の場合はほとんど
の住宅建築において防湿フィルム処理を施してあるのが
実状である。
However, in the conventional example, in a current building structure such as a wooden house, a building construction method based on a seismic isolation construction method is still under development, and the above-described advanced technology is required. When installing a seismic isolation device using a passive construction method, the construction itself is complicated,
There was a problem that the cost was higher than usual. In addition, conventional foundations are said to have to be sufficiently tied to the ground as stipulated in the Building Standards Law, but in the case of solid foundations, most residential buildings are treated with moisture-proof film treatment. There is an actual situation.

【0004】そこで、本発明は、上記問題点に鑑みなさ
れたもので、大地震での木造住宅の倒壊防止と、施工が
容易で低コストによる木造建築物の免震構造を提供する
ことを目的としたものである。
The present invention has been made in view of the above problems, and an object of the present invention is to provide a seismic isolation structure for a wooden building which can be easily constructed at a low cost and which can prevent the collapse of a wooden house due to a large earthquake. It is what it was.

【0005】[0005]

【課題を解決するための手段】上述した目的を達成する
ため、本発明にあっては、建築現場の掘削地面に敷設し
た栗石、切込み砕石上に打設されて周縁の犬走り土間コ
ンクリート部を介して地面に緊結された捨てコンクリー
ト部と、該捨てコンクリート部上に区画形成され前記犬
走り土間コンクリート部にて枠組状に嵌合支持される鉄
筋コンクリート構造のベタ基礎との間において、該捨て
コンクリート部上で前記ベタ基礎の水平方向のスライド
微動を許容するための防湿ポリフィルムと滑り部材とを
交互に積層させた少なくとも1層以上のスライド中間積
層部と、その最上部を覆い被すように敷設配置した1つ
または複数の外壁材層部を介設配装させたことを特徴と
する。
In order to achieve the above-mentioned object, according to the present invention, a dog-running interstitial concrete section which is laid on a rubble stone or a cut crushed stone laid on an excavated ground at a construction site and is pierced. Between the discarded concrete portion tied to the ground through the intermediary portion and a solid foundation of a reinforced concrete structure sectioned on the discarded concrete portion and fitted and supported in a frame shape at the dog running soil concrete portion. At least one or more slide intermediate laminated portions in which a moisture-proof poly film and a sliding member for allowing horizontal fine movement of the solid foundation are alternately laminated on the portion, and to cover the uppermost portion thereof. One or a plurality of outer wall material layer portions laid and arranged are interposed and arranged.

【0006】また、前記外壁材層部は、不燃性の硬質セ
メント板材または硬質断熱材により構成されていても良
く、あるいは、セメント系のものを主材料とし、混和材
としてパーライト、補強繊維としてガラス繊維を原料と
して一体成形した単層構造の繊維混入セメントパーライ
ト板により構成されていても良く、さらには、前記外壁
材層部は、断熱性を有するポリスチレンフォーム板状体
を防湿ポリフィルムで上下両面から挟持させた合板構造
体としても良い。そして、前記スライド中間積層部の滑
り部材は、砂等の粉砕滑石材であるものとすることがで
きる。
[0006] The outer wall material layer may be made of a non-combustible hard cement plate or a hard heat insulating material, or a cement-based material as a main material, a perlite as an admixture, and a glass as a reinforcing fiber. It may be constituted by a fiber-mixed cement pearlite plate having a single-layer structure integrally formed from fibers, and the outer wall material layer portion is made of a heat-insulating polystyrene foam plate-shaped body with a moisture-proof poly film on both upper and lower sides. It may be a plywood structure sandwiched from above. The sliding member of the slide intermediate lamination portion may be a crushed talc material such as sand.

【0007】本発明に係る木造建築物の免震構造にあっ
ては、防湿ポリフィルムと滑り部材とを交互に積層させ
た少なくとも1層以上のスライド中間積層部と、その最
上部に敷設配置した1つまたは複数の外壁材層部が、捨
てコンクリート部上で前記べタ基礎の水平方向のスライ
ド微動を許容するため、上下方向には硬く、水平方向に
は軟らかい支持機構となり、如何なる性格の地震が来て
もこの地震動を受け入れて吸収緩和させ、建築物の全倒
壊を免がれることを可能とさせる。
In the seismic isolation structure for a wooden building according to the present invention, at least one slide intermediate laminated portion in which a moisture-proof poly film and a sliding member are alternately laminated, and the uppermost portion is laid and arranged. One or more outer wall material layer portions allow horizontal sliding fine movement of the solid foundation on the discarded concrete portion, so that the support mechanism is hard in the vertical direction and soft in the horizontal direction. Even if the earthquake comes, it will be able to absorb and mitigate the seismic motion and avoid the collapse of buildings.

【0008】また、繊維混入セメントパーライト板によ
り構成されている外壁材層部は単層構造のため、従来の
積層法により形成された例えば石綿等を利用した外装建
材としての外壁材と違い、優れた断熱性能を持ち、火災
で火に晒されても爆裂や亀裂が発生せず、煙や有毒ガス
の発生も無く木造建築物の安全性が確保され、打込み工
法による施工も低コストで容易に行ない得る。
Further, since the outer wall material layer made of the fiber-mixed cement perlite plate has a single-layer structure, it differs from the outer wall material as an exterior building material using, for example, asbestos formed by a conventional laminating method. It has excellent heat insulation performance, does not generate explosions or cracks even when exposed to fire by fire, generates no smoke or toxic gas, ensures the safety of wooden buildings, and is easy to install at low cost with the installation method I can do it.

【0009】さらに、外壁材層部は、断熱性を有するポ
リスチレンフォーム板状体を防湿ポリフィルムで上下両
面から挟持させて一体形成した合板構造体としているた
め、前記スライド中間積層部上に複数の外壁材層部を必
要とする場合には、この合板構造体を単に積み重ねるだ
けで施工を簡単で手軽に行い得る。
Further, the outer wall material layer portion is a plywood structure integrally formed by sandwiching a heat-insulating polystyrene foam plate from both upper and lower surfaces with a moisture-proof poly film, so that a plurality of slide intermediate laminate portions are provided on the slide intermediate laminated portion. When the outer wall material layer portion is required, the construction can be performed simply and easily simply by stacking the plywood structures.

【0010】[0010]

【発明の実施の形態】以下、図面を参照して本発明の実
施の形態を説明するに、図において示される符号1は、
例えば一般の木造住宅やテラスハウス等その他の構築さ
せるべき木造建築物の免震構造を有する基礎構造体であ
り、該基礎構造体1は、図1に示すように、建築現場の
掘削地面に栗石、切込み砕石2を敷設し、その上に約7
0mm以上の捨てコンクリート部3を打設させ、該捨て
コンクリート部3の周縁に接続された犬走り土間コンク
リート部4を介して地面への根入れが深くなるように緊
結させると共に、該捨てコンクリート部3上に鉄筋コン
クリート構造等のベタ基礎5を区画形成し、これを前記
犬走り土間コンクリート部4にて枠組状に嵌合支持させ
た構造としている。そして、捨てコンクリート部3とベ
タ基礎5との間には、適宜の深さの空間層を設け、該空
間層には、前記捨てコンクリート部3上で前記ベタ基礎
5の水平方向のスライド微動を許容するための約0.1
5mm厚程度の防湿ポリフィルム6と砂または砂に代る
粉砕滑石等の滑り部材7とを交互に積層させ、1層(図
2参照)または複数層(図3参照)に形成したスライド
中間積層部8を設け、その最上部を覆い被すように1つ
または複数の外壁材層部9を介設配装させたものとして
いる。すなわち、そのベタ基礎5全体が若干スライドで
きるような自由度を付与すべく成すようその下部にでき
たスライド中間積層部8により、該ベタ基礎5の上に構
築設置される木造建築物への地震動の揺れを捨てコンク
リート部3の上で直ちに緩和吸収されるものとしてい
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described with reference to the drawings.
For example, it is a foundation structure having a seismic isolation structure of a wooden building to be constructed, such as a general wooden house or a terrace house, and the foundation structure 1 is, as shown in FIG. , Laying crushed stone 2, about 7
A discarded concrete portion 3 of 0 mm or more is cast and tightly connected to the ground via a dog running soil concrete portion 4 connected to the periphery of the discarded concrete portion 3 so as to deepen the ground. A solid foundation 5 such as a reinforced concrete structure is sectioned on 3 and is fitted and supported in a frame shape by the dog running soil concrete section 4. A space layer having an appropriate depth is provided between the discarded concrete portion 3 and the solid foundation 5, and fine horizontal sliding movement of the solid foundation 5 on the discarded concrete portion 3 is provided in the space layer. About 0.1 to allow
Slide intermediate lamination in which a moisture-proof poly film 6 having a thickness of about 5 mm and sliding members 7 such as sand or crushed talc instead of sand are alternately laminated to form one layer (see FIG. 2) or a plurality of layers (see FIG. 3). A portion 8 is provided, and one or a plurality of outer wall material layer portions 9 are interposed and disposed so as to cover the uppermost portion. That is, the ground motion of the wooden building constructed and installed on the solid foundation 5 is provided by the slide intermediate laminated portion 8 formed below the solid foundation 5 so as to provide a degree of freedom such that the entire solid foundation 5 can slide. The shaking of the concrete is abandoned and immediately absorbed on the concrete part 3.

【0011】前記外壁材層部9は、例えば約12mm厚
幅以上の不燃性の硬質セメント板材または床断熱打込み
工事の場合に対処すべく硬質断熱防露材により構成され
ている。具体的には、セメント系のものを主材料とし、
混和材としてパーライト、補強繊維としてガラス繊維を
原料として一体成形した単層構造の繊維混入セメントパ
ーライト板により構成されている。この繊維混入セメン
トパーライト板は一体成形による単層構造のため積層法
によって作られた外壁材と異なり、熱伝導率が約0.1
2kcal/mh℃と低く、モルタルの約10倍の優れ
た断熱性能を持つ省エネルギー外装建材であり、火に晒
されても爆裂や亀裂等がほとんど起きず、煙や有毒ガス
の発生も無く安全な住宅用外壁材としており、壁体に層
が無いので水滴が浸透せず、従来のように水滴が凍結融
解を繰り返すことにより引き起こされる層間剥離を回避
できるものとしている。
The outer wall material layer portion 9 is made of, for example, a non-combustible hard cement plate material having a thickness of about 12 mm or more or a hard heat insulating and dewatering material to cope with the case of floor heat insulating driving work. Specifically, cement-based materials are the main materials,
It is composed of a single-layer fiber-mixed cement pearlite plate integrally molded from perlite as an admixture and glass fiber as a reinforcing fiber. This fiber-mixed cement perlite plate has a single layer structure by integral molding, and differs from the outer wall material made by the laminating method, and has a thermal conductivity of about 0.1.
Low energy of 2 kcal / mh ° C and energy-saving exterior building material with excellent heat insulation performance of about 10 times that of mortar. Even if exposed to fire, there is almost no explosion or cracking, and there is no generation of smoke or toxic gas. Since it is used as an exterior wall material for a house, since there is no layer on the wall, water droplets do not penetrate, and delamination caused by repeated freezing and thawing of water droplets as in the past can be avoided.

【0012】あるいは、前記スライド中間積層部8の上
方に敷設される外壁材層部9は、図4に示すように、曲
げ強さ約2.0kgf/cm以上、圧縮強さ約1.0
kgf/cm以上、熱伝導率約0.03kcal/m
h℃以下の断熱性のある厚み約25〜50mm、幅員約
910mm、長さ約1820mmのマット状のポリスチ
レンフォーム10を、吸水量約0.01g/100cm
以下、曲げ破断撓み約5cm、接着強度約200g/
25mm幅、厚み約0.15mm程度の前記防湿ポリフ
ィルム6で上下両面から挟持させて一体形成した合板構
造体とし、その長手短手各一辺には防湿層の規定に適合
するように約250mm程度の重ねしろ耳部11を延設
した構成としても良い。このとき、複数層の外壁材層部
9が必要な場合にはこの合板構造体を単に積み重ねるだ
けで良い。
Alternatively, as shown in FIG. 4, the outer wall material layer portion 9 laid above the slide intermediate laminated portion 8 has a bending strength of about 2.0 kgf / cm 2 or more and a compressive strength of about 1.0 kgf / cm 2 or more.
kgf / cm 2 or more, thermal conductivity about 0.03 kcal / m
A mat-like polystyrene foam 10 having a thickness of about 25 to 50 mm, a width of about 910 mm, and a length of about 1820 mm having a heat insulating property of not more than h ° C is absorbed by about 0.01 g / 100 cm of water.
3 or less, bending fracture deflection about 5 cm, adhesive strength about 200 g /
A plywood structure integrally formed by being sandwiched from both upper and lower surfaces with the moisture-proof poly film 6 having a width of about 25 mm and a thickness of about 0.15 mm, and about 250 mm on each side of each of the long and short sides to conform to the provisions of the moisture-proof layer A configuration in which the overlapping ears 11 are extended may be used. At this time, if a plurality of outer wall material layers 9 are required, the plywood structures may be simply stacked.

【0013】尚、本実施の形態において、外壁材層部9
は前述した補強繊維としてガラス繊維を原料として一体
成形した単層構造の繊維混入セメントパーライト板によ
り構成されたものとしているが、この他に例えば窯業系
防火外壁材として、セメント、ケイ酸、ケイ酸カルシウ
ム、補強繊維(ロックウール、木片、パルプ、ビニロン
等)および充填材を用いて成型、養成、乾燥し、またシ
ーリング材を施した外壁建材を採用しても良い。
In this embodiment, the outer wall material layer 9
Is a single-layer fiber-incorporated cement-pearlite plate integrally molded from glass fiber as a reinforcing fiber as described above.In addition, for example, cement, silicic acid, silicic acid An outer wall building material molded, trained, and dried using calcium, reinforcing fibers (rock wool, wood chips, pulp, vinylon, etc.) and a filler, and a sealing material may be used.

【0014】また、以後の施工は通常の木造建築物構造
の構法を採用し、例えば前記免震構造のベタ基礎5の上
に形成される支柱や梁は、耐火強度の優れたH型鉄骨や
H型鋼等の耐震補強部材を櫓状に軸組溶接させて骨組み
構造体を形成したパネル式プレハブ構法や、筋交いや金
物を多用した軸組構法、さらには枠組壁構法(ツーバイ
フォー構法)等その他の建築構法とすることができる。
Further, in the subsequent construction, the construction method of the ordinary wooden building structure is adopted. For example, the struts and beams formed on the solid foundation 5 of the seismic isolation structure are made of H-shaped steel frames having excellent fire resistance. Panel-type prefabricated construction method, in which frame members are formed by welding frame-shaped aseismic reinforcing members such as H-section steels in a turret form, frame construction methods that use many braces and hardware, and framed wall construction methods (two-by-four construction method), etc. It can be a building construction method.

【0015】[0015]

【発明の効果】本発明は以上のように構成されており、
特に捨てコンクリート部とベタ基礎との間において、該
捨てコンクリート部上で前記ベタ基礎の水平方向のスラ
イド微動を許容するための防湿ポリフィルムと滑り部材
とを交互に積層させた少なくとも1層以上のスライド中
間積層部と、その最上部を覆い被すように敷設配置した
1つまたは複数の外壁材層部を介設配装させたので、大
地震での木造住宅の倒壊防止を十分に発揮させることが
でき、また、施工が容易で低コストによる木造建築物の
免震構造を得ることができる。
The present invention is configured as described above.
In particular, between the discarded concrete portion and the solid foundation, at least one layer or more of a moisture-proof poly film and a sliding member alternately laminated on the discarded concrete portion to allow horizontal sliding fine movement of the solid foundation. Since the slide intermediate layer and one or more outer wall material layers laid so as to cover the uppermost part are interposed and arranged, the wooden house can be sufficiently prevented from collapsing due to a large earthquake. In addition, it is possible to obtain a seismic isolation structure of a wooden building which is easy to construct and has low cost.

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

【図1】本発明に係る実施の形態を示す木造建築物の基
礎要部の全体断面図である。
FIG. 1 is an overall sectional view of a main part of a wooden building showing an embodiment according to the present invention.

【図2】同じく木造建築物の基礎要部の一部拡大断面図
である。
FIG. 2 is a partially enlarged cross-sectional view of a main part of a wooden building.

【図3】同じく他の実施の形態を示す木造建築物の基礎
要部の一部拡大断面図である。
FIG. 3 is a partially enlarged cross-sectional view of a main part of a wooden building showing another embodiment.

【図4】同じく外壁材の一部破断斜視図である。FIG. 4 is a partially cutaway perspective view of the outer wall material.

【符号の説明】[Explanation of symbols]

1…基礎構造体 2…栗石、切込み砕石 3…捨てコンクリート部 4…犬走り土間コンクリート部 5…べタ基礎 6…防湿ポリフィルム 7…滑り部材 8…スライド中間積層部 9…外壁材層部 10…ポリスチレンフォーム 11…重ねしろ耳部 DESCRIPTION OF SYMBOLS 1 ... Foundation structure 2 ... Kuriishi, crushed cut stone 3 ... Discarded concrete part 4 ... Dog running soil concrete part 5 ... Solid foundation 6 ... Moisture-proof poly film 7 ... Sliding member 8 ... Slide intermediate lamination part 9 ... Outer wall material layer part 10 ... Polystyrene foam 11 ... Overlapping ears

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建築現場の掘削地面に敷設した栗石、切
込み砕石上に打設されて周縁の犬走り土間コンクリート
部を介して地面に緊結された捨てコンクリート部と、該
捨てコンクリート部上に区画形成され前記犬走り土間コ
ンクリート部にて枠組状に嵌合支持される鉄筋コンクリ
ート構造のべタ基礎との間において、該捨てコンクリー
ト部上で前記ベタ基礎の水平方向のスライド微動を許容
するための防湿ポリフィルムと滑り部材とを交互に積層
させた少なくとも1層以上のスライド中間積層部と、そ
の最上部を覆い被すように敷設配置した1つまたは複数
の外壁材層部を介設配装させたことを特徴とする木造建
築物の免震構造。
Claims: 1. A discarded concrete part laid on excavated ground at a construction site, laid on cut crushed stone, and tightly bound to the ground through a peripheral dog running soil concrete part, and a partition on the discarded concrete part Moisture proof for allowing horizontal sliding fine movement of the solid foundation on the discarded concrete portion between the solid foundation and the solid foundation of the reinforced concrete structure formed and supported in the form of a frame at the dog running soil concrete portion. At least one or more slide intermediate laminated portions in which a polyfilm and a sliding member are alternately laminated, and one or a plurality of outer wall material layer portions laid and arranged so as to cover the uppermost portion thereof are interposed and arranged. The seismic isolation structure of a wooden building.
【請求項2】 前記外壁材層部は、不燃性の硬質セメン
ト板材または硬質断熱材により構成されている請求項1
記載の木造建築物の免震構造。
2. The outer wall material layer portion is made of a non-combustible hard cement plate material or a hard heat insulating material.
The seismic isolation structure of the described wooden building.
【請求項3】 前記外壁材層部は、セメント系のものを
主材料とし、混和材としてパーライト、補強繊維として
ガラス繊維を原料として一体成形した単層構造の繊維混
入セメントパーライト板により構成されている請求項1
記載の木造建築物の免震構造。
3. The outer wall material layer portion is composed of a single-layer fiber-incorporated cement-pearlite plate formed of a cement material as a main material, perlite as an admixture, and glass fiber as a reinforcing fiber and integrally formed. Claim 1
The seismic isolation structure of the described wooden building.
【請求項4】 前記外壁材層部は、断熱性を有するポリ
スチレンフォーム板状体を防湿ポリフィルムで上下両面
から挟持させた合板構造体とした請求項1記載の木造建
築物の免震構造。
4. The seismic isolation structure for a wooden building according to claim 1, wherein the outer wall material layer portion is a plywood structure in which a heat-insulating polystyrene foam plate is sandwiched between upper and lower surfaces by moisture-proof poly films.
【請求項5】 前記スライド中間積層部の滑り部材は、
砂等の粉砕滑石材である請求項1記載の木造建築物の免
震構造。
5. The sliding member of the slide intermediate laminated portion,
The seismic isolation structure of a wooden building according to claim 1, which is a crushed talc material such as sand.
JP8986896A 1996-03-06 1996-03-06 Seismic isolation structure of wooden building Expired - Fee Related JP2789185B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8986896A JP2789185B2 (en) 1996-03-06 1996-03-06 Seismic isolation structure of wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8986896A JP2789185B2 (en) 1996-03-06 1996-03-06 Seismic isolation structure of wooden building

Publications (2)

Publication Number Publication Date
JPH09242383A JPH09242383A (en) 1997-09-16
JP2789185B2 true JP2789185B2 (en) 1998-08-20

Family

ID=13982758

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8986896A Expired - Fee Related JP2789185B2 (en) 1996-03-06 1996-03-06 Seismic isolation structure of wooden building

Country Status (1)

Country Link
JP (1) JP2789185B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007154455A (en) * 2005-12-01 2007-06-21 Panahome Corp Base isolation structure
JP4983326B2 (en) * 2007-03-23 2012-07-25 武志 菊地 Improved ground and its construction method
JP4929363B2 (en) * 2010-02-15 2012-05-09 大和ハウス工業株式会社 Base-isolated structure
JP4929374B2 (en) * 2010-06-10 2012-05-09 大和ハウス工業株式会社 Base-isolated structure
JP4929406B1 (en) * 2011-02-28 2012-05-09 大和ハウス工業株式会社 Base-isolated structure
KR102148250B1 (en) * 2017-09-27 2020-08-26 (주)지엘월드텍씨엔에스 the hybrid Insulated board with horizontal type compressive strength material and the foundation structure using the same

Also Published As

Publication number Publication date
JPH09242383A (en) 1997-09-16

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