JP2987690B2 - Earthquake-resistant building - Google Patents

Earthquake-resistant building

Info

Publication number
JP2987690B2
JP2987690B2 JP8189504A JP18950496A JP2987690B2 JP 2987690 B2 JP2987690 B2 JP 2987690B2 JP 8189504 A JP8189504 A JP 8189504A JP 18950496 A JP18950496 A JP 18950496A JP 2987690 B2 JP2987690 B2 JP 2987690B2
Authority
JP
Japan
Prior art keywords
seismic
building
earthquake
synthetic rubber
base
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
JP8189504A
Other languages
Japanese (ja)
Other versions
JPH1030358A (en
Inventor
重智 荒井
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP8189504A priority Critical patent/JP2987690B2/en
Publication of JPH1030358A publication Critical patent/JPH1030358A/en
Application granted granted Critical
Publication of JP2987690B2 publication Critical patent/JP2987690B2/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)

Description

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

【0001】この発明は、建物用の吸・耐震式土台を備
えた耐震建物に関するものである。
[0001] Preparations of this invention, the intake and seismic-type foundation for building
This is related to earthquake-resistant buildings .

【0002】[0002]

【従来の技術】近年、特に阪神における大規模の広範囲
に亘る建物の地震災害の経験以来、一般建築物の地震対
策が改めて見直されつつある。しかしながら、大型もし
くは特定目的の建築物に対して、建築学上から有効な耐
震,免震,吸震等に関する比較的高コストの新技術のい
くつかを利用することも可能であるが、これらに比して
圧倒的多数の一般住宅建物等には、実際問題として、許
容し得るコストで高い吸震及び耐震効果が得られる簡易
な方法がないまま、従来の建築方法が踏襲され、僅かに
局部的な室内家具の耐震対策等が行われる程度の現状で
あり、建物としての実質的な耐震対策が行われないまま
の状態で推移している。
2. Description of the Related Art In recent years, especially since the experience of large-scale and wide-area earthquake disasters in Hanshin, earthquake countermeasures for general buildings are being renewed. However, it is also possible to use some of the relatively high cost new technologies for seismic, seismic isolation, seismic absorption, etc. that are architecturally effective for large or special purpose buildings. In practice, the overwhelming majority of general residential buildings and the like are, as a practical matter, followed by conventional construction methods without a simple method of obtaining high seismic absorption and seismic resistance at an acceptable cost. The current situation is such that seismic countermeasures are taken for interior furniture, and the situation is such that substantial seismic countermeasures for buildings have not been taken.

【0003】[0003]

【発明が解決しようとする課題】本発明は以上のような
局面にかんがみてなされたもので、極めてコスト効果の
高い建物用の吸震及び耐震(以下、単に“耐震”とい
う)土台を提供することにより、多数の一般住宅等の実
用的な耐震対策の普及を実現することを目的としてい
る。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and provides an extremely cost-effective base for seismic absorption and seismic resistance (hereinafter simply referred to as "seismic resistance") for buildings. Therefore, the purpose is to realize the spread of practical seismic measures for many general houses.

【0004】[0004]

【課題を解決するための手段】このため、本発明におい
ては、 (1)建物の基礎コンクリートと建物土台間に介装され
る耐震土台が、耐震土台ユニット、隅角部用耐震土台ユ
ニット、および耐震換気口扉とより成り、耐震土台ユニ
ットは、上下に頂部金属板と底部金属板を備え、それら
の間に断面櫛歯状の合成ゴム製吸震クッション材が充填
されて一体成形され、隅角部用耐震土台ユニットは、上
下にアングル平面形状の頂部金属板と底部金属板を備
え、それらの間にアングル平面形状の断面櫛歯状の合成
ゴム製吸震クッション材を設けて成り、さらに耐震換気
口扉は、複数のルーバ式開口部を有し、上部はファスナ
ーで下部は合成ゴム取付部を介して緩衝自在に取付けて
成ることを特徴とする耐震建物を提供することにより、
前記目的を達成しようとするものである。
According to the present invention, there is provided: (1) an interposition between a foundation concrete of a building and a foundation of the building;
Quake-resistant base unit, corner quake-resistant base unit
Knit and seismic vent doors
The unit has a top metal plate and a bottom metal plate
Filled with synthetic rubber cushion material with a comb-shaped cross section
And are integrally molded.
The top and bottom metal plates have an angled flat shape below.
For example, between them, a comb-shaped cross section with an angled plane shape is synthesized.
It is made of rubber shock absorbing cushioning material, and furthermore has earthquake-resistant ventilation
The mouth door has a plurality of louvered openings, with a zipper at the top
-At the bottom, attach it freely through a synthetic rubber attachment part
By providing an earthquake-resistant building characterized by
It is intended to achieve the above object.

【0005】[0005]

【作用】以上のような本発明構成に係る耐震土台を、一
般建物の土台全体に、例えばユニット的に効果的に使用
することにより、多数の一般建物に耐震対策を普及させ
ることができる。
The seismic base according to the present invention as described above is effectively used, for example, as a unit on the entire base of a general building, so that seismic measures can be spread to many general buildings.

【0006】[0006]

【発明の実施の形態】以下に、本発明の実施の形態を一
実施例に基づいて詳細に説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The embodiments of the present invention will be described below in detail based on an embodiment.

【0007】[0007]

【実施例】本実施例は、本発明耐震土台をユニット式に
構成して、複数のこれらユニットを適当に組合わせて建
物の耐震土台として使用するようにした実施態様例であ
る。
This embodiment is an example of an embodiment in which the seismic base of the present invention is constructed in a unit type, and a plurality of these units are appropriately combined to be used as a seismic base of a building.

【0008】図1に、その耐震土台部の要部斜視図、図
2に、それぞれ図1のA−A及びB−B断面図(a),
(b)を示す。また、図3に、それぞれ耐震土台ユニッ
トの内側斜視図(a)、(a)図のA−A断面図
(b)、(a)図のB−B断面図(c)及び(a)図の
外側斜視図(d)を示す。また、図4(a)に耐震換気
口扉の内側斜視図、(b)図に、(a)図のA−A断面
図を、さらに図5に、建物隅角部用耐震土台ユニットの
斜視図を示す。
FIG. 1 is a perspective view of a main part of the seismic base, and FIG. 2 is a sectional view taken along the lines AA and BB of FIG.
FIG. In addition, FIG. 3 shows an inner perspective view (a), an AA cross-sectional view (b) of FIG. 3 (a), and a BB cross-sectional view (c) and (a) of FIG. FIG. 4D shows an outer perspective view of FIG. 4 (a) is an inner perspective view of the seismic vent door, FIG. 4 (b) is a sectional view taken along line AA of FIG. 4 (a), and FIG. The figure is shown.

【0009】図1は、建物の基礎コンクリート1上に、
複数の本発明実施例の耐震土台ユニット2を組合わせて
施工した耐震土台上に、通常の建物用の木製土台を載置
した状態を示すもので、3は建物隅角部用耐震土台ユニ
ット、4は耐震換気口扉、5は木製土台、6は、木製土
台5に結合すべき建物の柱であり、7は、各耐震土台ユ
ニット2,3と基礎コンクリート1及び木製土台5をそ
れぞれ固設するための接着剤を示す。
FIG. 1 shows a structure on a foundation concrete 1 of a building.
A state in which a wooden foundation for a normal building is placed on an earthquake-resistant foundation constructed by combining a plurality of earthquake-resistant foundation units 2 of the present invention, 3 is a seismic foundation unit for a corner of a building, 4 is a seismic vent door, 5 is a wooden base, 6 is a pillar of a building to be connected to the wooden base 5, and 7 is each of the seismic base units 2, 3 and the base concrete 1 and the wooden base 5 are fixedly mounted. 1 shows an adhesive to be used.

【0010】また、図2,3において、8,9,10は
それぞれ各木ねじ,ボルト等の各ファスナ、11は調節
用のゴムパッキン、12は合成ゴム製取付け具を示す。
In FIGS. 2 and 3, reference numerals 8, 9, and 10 denote fasteners such as wood screws and bolts, 11 denotes a rubber packing for adjustment, and 12 denotes a fitting made of synthetic rubber.

【0011】つぎに、各耐震土台ユニット2の構成を図
3により説明する。
Next, the structure of each seismic base unit 2 will be described with reference to FIG.

【0012】各耐震土台ユニット2は、それぞれ建物の
外(表)側及び内(裏)側部に各フランジ部を有するス
テンレス鋼またはアルミニウム製等の頂部金属板13及
び底部金属板14とを備え、それらの間に合成ゴムR製
の吸震クッション材が、図3(c)に示すような断面形
状で、櫛歯状に頂/底部金属板13/14間に充填され
て一体成形され、各櫛歯間にはそれぞれ空間部15を形
成している。
Each seismic base unit 2 includes a top metal plate 13 and a bottom metal plate 14 made of stainless steel or aluminum, etc., each having a flange on the outside (front) side and inside (back) side of the building. Between them, a vibration absorbing cushion material made of synthetic rubber R is filled in a comb shape between the top / bottom metal plates 13/14 in a sectional shape as shown in FIG. Spaces 15 are formed between the comb teeth.

【0013】なお、各頂/底部金属板13/14とクッ
ション材の合成ゴムR本体との一体結合性を強化するた
めに、両板面にはそれぞれ複数の矩形状の3辺打抜き切
断穴16を有し、残る一辺をそれぞれ内側に折曲げたL
字状16a部が成形時の溶融ゴムRに密着して埋設され
るよう形成されている。
In order to reinforce the integral bonding between the top / bottom metal plates 13/14 and the synthetic rubber R body of the cushioning material, a plurality of rectangular three-sided punched holes 16 are formed on both plate surfaces. L with the remaining sides bent inward each
The character 16a is formed so as to be buried in close contact with the molten rubber R at the time of molding.

【0014】なお、ユニット2の両側面には、合成ゴム
Rにそれぞれ縦みぞ17が凹設されて、図4に示す換気
口扉4の両端部18をそれぞれ任意の隣設ユニット2間
に挿着固定し得るよう構成されている。
On both sides of the unit 2, vertical grooves 17 are respectively formed in the synthetic rubber R, and both ends 18 of the ventilation opening door 4 shown in FIG. 4 are inserted between arbitrary adjacent units 2. It is configured so that it can be fixed.

【0015】換気口扉4は、複数のルーバ式開口部19
を有し、図2(b)に示すように、上部は木製土台5に
ファスナ9で、また下部は、基礎コンクリート1の頂部
に合成ゴム製取付け具12により緩衝可能に取付けられ
る。
The ventilation door 4 has a plurality of louver-type openings 19.
As shown in FIG. 2 (b), the upper part is mounted on the wooden base 5 with a fastener 9, and the lower part is mounted on the top of the foundation concrete 1 by a synthetic rubber fitting 12 so as to be bufferable.

【0016】つぎに、図5に示す建物隅角部用耐震ユニ
ット3は、それぞれ標準の各耐震土台ユニット2と同様
の基本構成を有し、それぞれアングル平面形状の頂/底
部板13A/14Aと、各辺に2個の合成ゴム櫛歯状部
R及び1個の空間部15を備えている。
Next, each of the building corner earthquake-resistant units 3 shown in FIG. 5 has the same basic configuration as each of the standard earthquake-resistant base units 2, and includes top / bottom plates 13A / 14A each having an angle plane shape. , Each side is provided with two synthetic rubber comb-shaped portions R and one space portion 15.

【0017】以上説明したように、本実施例に係る耐震
土台ユニット2,3及び換気口扉4は、それぞれユニッ
ト化されているため、その製造,組合わせの自由度、各
ユニットの運搬,取扱い等が極めて容易であり、広範囲
の種類の建物に、その主要構成を変更する必要なしに、
比較的低コストで耐震機能を実現し得る。
As described above, since the seismic base units 2 and 3 and the ventilation opening door 4 according to the present embodiment are unitized, the degree of freedom of manufacture and combination, transportation and handling of each unit are provided. It is extremely easy to do so, without having to change its main configuration to a wide variety of buildings,
The seismic function can be realized at relatively low cost.

【0018】(他の実施例)なお、本発明構成は、前記
ユニット式構成の組合わせのみに限定されるものでな
く、需要側の諸条件に応じてこの種のユニットをより長
大なユニットに一体化し、あるいはまた反対に細分化し
てそれぞれ特殊条件に対応し得ることはもちろんであ
る。
(Other Embodiments) The configuration of the present invention is not limited to the combination of the above-mentioned unit type configurations, but this type of unit can be converted into a longer unit according to various conditions on the demand side. It goes without saying that they can be integrated or conversely subdivided to respond to special conditions.

【0019】また、使用対象の建物の例えば平屋部分と
2階建て部分など、土台の単位長さ当り荷重分布が変化
する部分に対しては、それぞれに適した許容荷重及び内
外方向の許容たわみ量を有する耐震土台を使用すること
ができる。
For portions where the load distribution per unit length of the base changes, such as a one-story portion and a two-story portion of the building to be used, the allowable load and the allowable deflection in the inward and outward directions are respectively appropriate. Can be used.

【0020】また、吸震材としての合成ゴムは、これの
みに限定されるものでなく、天然ゴム,合成樹脂系材
料,複合材料等、もしくはそれらの任意の組合わせであ
っても差支えないことはもちろんである。
The synthetic rubber used as the vibration-absorbing material is not limited to this, and natural rubber, synthetic resin materials, composite materials, etc., or any combination thereof can be used. Of course.

【0021】さらに、前記各耐震土台ユニットのクッシ
ョン材としての合成ゴムの形状,各頂/底板との結合強
化手段及びそれぞれの取付けファスナ手段等は、図例の
本実施態様例のみに限定されるものでなく、種々の変形
が可能なことはもちろんである。
Further, the shape of the synthetic rubber as a cushion material of each of the seismic base units, the means for strengthening the connection with each of the top / bottom plates, the respective fastener means, and the like are limited to the embodiment shown in the figure. Of course, various modifications are possible.

【0022】[0022]

【発明の効果】以上説明したように、本発明によれば、
吸震材を主体とする耐震土台を一例としてユニット組合
せ式に構成したため、従来の建物構造を基本的に変更を
必要とすることなく、比較的低コストで、容易に広範囲
の建物に耐震性を賦与することができる。
As described above, according to the present invention,
The structure is unit-combined with an example of an earthquake-resistant base mainly made of vibration-absorbing material, so that it is easy to provide earthquake resistance to a wide range of buildings easily at a relatively low cost without basically changing the conventional building structure. can do.

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

【図1】 耐震土台部の要部斜視図FIG. 1 is a perspective view of a main part of an earthquake-resistant base.

【図2】 図1のA−A及びB−B断面図FIG. 2 is a cross-sectional view along AA and BB of FIG. 1;

【図3】 耐震土台ユニット説明図FIG. 3 is an illustration of an earthquake-resistant base unit.

【図4】 換気口扉説明図FIG. 4 is an explanatory view of a vent door.

【図5】 隅角部耐震土台ユニット説明図[Fig. 5] Explanatory drawing of corner-seismic base unit

【符号の説明】[Explanation of symbols]

1 基礎コンクリート 2 耐震土台ユニット 3 隅角部耐震土台ユニット 4 耐震換気口扉 5 木製土台 6 柱 8,9,10 ファスナ類 12 合成ゴム取付け具 13/14,13A/14A 頂部/底部金属板 15 空間部 16 3辺打抜き切断穴 16a L字状部 17 縦みぞ 18 両端部 19 ルーバ式開口部 R 合成ゴム(吸震材) DESCRIPTION OF REFERENCE NUMERALS 1 Basic concrete 2 Seismic base unit 3 Corner base unit 4 Seismic vent door 5 Wooden base 6 Pillars 8, 9, 10 Fasteners 12 Synthetic rubber fittings 13/14, 13A / 14A Top / bottom metal plate 15 Space Part 16 Three-sided punched cut hole 16a L-shaped part 17 Vertical groove 18 Both ends 19 Louver type opening R Synthetic rubber (vibration absorbing material)

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建物の基礎コンクリートと建物土台間に
介装される耐震土台が、耐震土台ユニット、隅角部用耐
震土台ユニット、および耐震換気口扉とより成り、耐震
土台ユニットは、上下に頂部金属板と底部金属板を備
え、それらの間に断面櫛歯状の合成ゴム製吸震クッショ
ン材が充填されて一体成形され、隅角部用耐震土台ユニ
ットは、上下にアングル平面形状の頂部金属板と底部金
属板を備え、それらの間にアングル平面形状の断面櫛歯
状の合成ゴム製吸震クッション材を設けて成り、さらに
耐震換気口扉は、複数のルーバ式開口部を有し、上部は
ファスナーで下部は合成ゴム取付部を介して緩衝自在に
取付けて成ることを特徴とする耐震建物。
1. Between the foundation concrete of a building and the foundation of the building
The interposed seismic base is the seismic base unit,
Consists of a seismic base unit and a seismic vent door
The base unit has a top metal plate and a bottom metal plate
For example, a synthetic rubber cushion with a comb-shaped cross section
Material is integrally molded and filled with
The top and bottom metal plates and bottom metal plate are angled up and down.
Plate with intersecting comb teeth of angle flat shape
It is made by providing a synthetic rubber shock absorbing cushion material in the shape of
The seismic vent door has multiple louvered openings,
The zipper allows the lower part to be buffered via a synthetic rubber mounting part
An earthquake-resistant building characterized by being attached.
JP8189504A 1996-07-18 1996-07-18 Earthquake-resistant building Expired - Fee Related JP2987690B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8189504A JP2987690B2 (en) 1996-07-18 1996-07-18 Earthquake-resistant building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8189504A JP2987690B2 (en) 1996-07-18 1996-07-18 Earthquake-resistant building

Publications (2)

Publication Number Publication Date
JPH1030358A JPH1030358A (en) 1998-02-03
JP2987690B2 true JP2987690B2 (en) 1999-12-06

Family

ID=16242385

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8189504A Expired - Fee Related JP2987690B2 (en) 1996-07-18 1996-07-18 Earthquake-resistant building

Country Status (1)

Country Link
JP (1) JP2987690B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4030447B2 (en) * 2003-03-12 2008-01-09 ミサワホーム株式会社 Unit type building with seismic isolation device

Also Published As

Publication number Publication date
JPH1030358A (en) 1998-02-03

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