JP2005307724A5 - - Google Patents

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JP2005307724A5
JP2005307724A5 JP2004156927A JP2004156927A JP2005307724A5 JP 2005307724 A5 JP2005307724 A5 JP 2005307724A5 JP 2004156927 A JP2004156927 A JP 2004156927A JP 2004156927 A JP2004156927 A JP 2004156927A JP 2005307724 A5 JP2005307724 A5 JP 2005307724A5
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Japan
Prior art keywords
rubber
horizontal
spring
synthetic rubber
chips
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Pending
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JP2004156927A
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Japanese (ja)
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JP2005307724A (en
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Priority to JP2004156927A priority Critical patent/JP2005307724A/en
Priority claimed from JP2004156927A external-priority patent/JP2005307724A/en
Publication of JP2005307724A publication Critical patent/JP2005307724A/en
Publication of JP2005307724A5 publication Critical patent/JP2005307724A5/ja
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合成ゴムの円筒シリンダー、古タイヤチップ、ピストン式ジョイントおよびイタバネよりなる、直下型を含む震動に対しての免震効果を特性とする基礎構造A basic structure consisting of a cylindrical cylinder made of synthetic rubber, an old tire chip, a piston joint and an ita spring, characterized by seismic isolation effects against vibrations including the direct type

耐震(免震)の基礎構造に関するRegarding the foundation structure of earthquake resistance (base isolation)

耐震(免震)基礎で合成ゴムとうであった
1 旧来のゴムと鋼板をサンドイッチ状に積層した基礎材は;
▲1▼ゴム・鋼板の経時劣化
▲2▼水平変形しやすく、剥離等耐震効果は一時的
2 ▲1▼特開平9−60335コイルバネとゴムベローズを介装した免震構造
▲2▼特開2004−257492コイルバネを埋設したゴム筒を重ねあわせ橋梁等の水平震動を吸収する基礎構造
▲3▼特開昭63−26430上下2段の固定箱型基礎ブロックの間に合成ゴムとバネを挿入した基 は本案と類似しているが、
a)上下・左右の振幅幅はすくなく、強震には弱い
b)何れも基礎杭に直結しておらず地表層の亀裂・震動に対応するものであって、地盤の震動(全方向)に対応して免震効果をあげることは出来ない
3 その他、現在までに実用化された諸種免震(耐震)構造は横揺れにはかなりの効果を示していているが、上下動(直下型)に対する対策は未解決の課題である
A base material made of synthetic rubber on an earthquake-resistant (base-isolated) foundation.
(1) Deterioration with time of rubber and steel plate (2) Easily horizontally deformed and temporarily have anti-seismic effects such as peeling. (1) Japanese Patent Laid-Open No. 9-60335 Seismic isolation structure with coil spring and rubber bellows (2) Japanese Patent Laid-Open No. 2004 -257492 Coiled rubber cylinders are piled up to absorb the horizontal vibrations of bridges, etc. (3) Japanese Unexamined Patent Publication No. 63-26430 Synthetic rubber and springs inserted between fixed box type base blocks Is similar to this,
a) Low vertical and left / right amplitude widths, weak against strong earthquakes b) Neither is directly connected to the foundation pile, but corresponds to cracks / vibrations in the ground layer, corresponding to ground vibrations (all directions) 3) In addition, the various types of seismic isolation (earthquake-resistant) structures that have been put to practical use to date have shown a considerable effect on rolling, but against vertical motion (directly under type) Countermeasures are unresolved issues

問題を解決するための手段Means to solve the problem

▲1▼弾性値が高い合成ゴムの円筒のシリンダー内に古タイヤを充満させ上部構造を強化樹脂製フレキシブルピストンにより支える
▲2▼上下圧の吸収を補強し、強風及び横揺れによるローリングを防止するためイタバネを数本を▲1▼の周辺に設置して上下フランジを支える また、ねじれ・水平変形の自動矯正を助ける
▲3▼スラブ・コンクリートとパイルの間に古タイヤチップの積層板を設置し第1次の突上げ圧力を軽減する
(1) Filled with old tires in a cylindrical cylinder of synthetic rubber with high elasticity and supports the upper structure with a reinforced plastic flexible piston (2) Reinforces the absorption of vertical pressure and prevents rolling due to strong winds and rolls In order to support the upper and lower flanges by installing several springs in the vicinity of (1), helping to automatically correct torsion and horizontal deformation. (3) Install a stack of old tire chips between slab, concrete and pile. Reduce the first thrust

発明の経済効果Economic effect of the invention

▲1▼古タイヤ等ゴム廃棄物を活用するリサイクル・経済効果および本装置は建物のコーナーを主に設置施工することで足り、工事費を加え従来の基礎工事(特に、建物全周の施工)に比べ大きくコストを削減する
▲2▼耐久性・保全性に優れ、補修点検は殆ど不要である
(1) Recycling and economic effects utilizing rubber waste such as old tires, and this equipment only need to be installed at the corners of the building. In addition to the construction costs, conventional foundation work (especially construction around the entire building) The cost is greatly reduced compared to (2). Excellent durability and maintainability, and almost no repair inspection is required.

本装置を中高層用基礎と低層用(戸建)に分けてしめすが、寸法の差のみである即ち基本材料の種類と形状 組立てた基本形状 平常時の側面図 地盤が水平移動した場合の側面図 直下型上下震動時の形状 This equipment is divided into middle and high-rise foundations and low-rise foundations (detached houses), but there is only a difference in dimensions. Basic material types and shapes Basic shape assembled Normal side view Side view when the ground moves horizontally Shape of direct type vertical vibration

符号の説明Explanation of symbols

基本材料
a 円盤状で下部中央に凹面を穿ったフラン(鉄製)
b 両端が円形のフレキシブルシャフト(強化プラスティク→シャフト両端の潤滑性など)
c 上面中央に凹面を穿ち、底面を凸面にしたピストン(鉄製)
d 内径をcに合わせた合成ゴム製円筒シリンダー
e 円盤状の底部フランジ(鉄製)
f 古タイヤ等ゴム廃材を切断したチップ
g イタバネ
建物基礎部材
h 梁
i スラブコンクリート
j 古タイヤ積層板
k パイル
Basic material a Disc-shaped furan (iron) with a concave surface in the lower center
b Flexible shaft with round ends (strengthening plastic → lubricity at both ends of shaft)
c Piston (iron) with a concave surface in the center of the top surface and a convex bottom surface
d Cylindrical cylinder made of synthetic rubber with inner diameter matched to c e Disc-shaped bottom flange (iron)
f Chips cut from waste rubber such as old tires g Itabane building foundation members h Beam i Slab concrete j Old tire laminates k Pile

Claims (3)

古タイヤ等チップを充満した合成ゴムの円筒により地震等全方位の震動を吸収し、建造物の耐震効果を向上する基礎構造A basic structure that improves the earthquake resistance of buildings by absorbing vibrations in all directions, such as earthquakes, using a synthetic rubber cylinder filled with chips such as old tires. 円筒内のゴムの弾性圧縮を均等化し、フランジの水平を保ち、かつ、ねじれ・水平変形の自然矯正を行うフレキシブルシャフトをもつピストン弁Piston valve with a flexible shaft that equalizes the elastic compression of rubber in the cylinder, keeps the flange horizontal, and naturally corrects torsion and horizontal deformation 水平移動時の耐震基礎の形状変形を順応させ、ローリングを抑え、加えて、上下圧の吸収力を補強するための、イタバネの利用Use of a spring spring to adapt the shape deformation of the seismic foundation during horizontal movement, suppress rolling, and reinforce the absorption force of vertical pressure
JP2004156927A 2004-04-23 2004-04-23 Earthquake-resistant foundation using synthetic rubber, piano wire and steel plate Pending JP2005307724A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004156927A JP2005307724A (en) 2004-04-23 2004-04-23 Earthquake-resistant foundation using synthetic rubber, piano wire and steel plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004156927A JP2005307724A (en) 2004-04-23 2004-04-23 Earthquake-resistant foundation using synthetic rubber, piano wire and steel plate

Publications (2)

Publication Number Publication Date
JP2005307724A JP2005307724A (en) 2005-11-04
JP2005307724A5 true JP2005307724A5 (en) 2005-12-15

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ID=35436797

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004156927A Pending JP2005307724A (en) 2004-04-23 2004-04-23 Earthquake-resistant foundation using synthetic rubber, piano wire and steel plate

Country Status (1)

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JP (1) JP2005307724A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105839971B (en) * 2016-06-01 2018-05-11 永春县庆旺食品有限公司 It is a kind of to build the indoor reinforcement structure device for being disintegrated and protecting people
CN106382318B (en) * 2016-10-17 2018-06-05 泰州市万达轮业制造有限公司 A kind of coiled spring damper of adjustable early stage rigidity
CN106438812B (en) * 2016-10-17 2018-07-20 安徽信泽科技有限公司 A kind of rubber air spring damper that early stage rigidity is predeterminable

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