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
- Authority
- JP
- Japan
- Prior art keywords
- rubber
- horizontal
- spring
- synthetic rubber
- chips
- 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.)
- Pending
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- 229920001971 elastomer Polymers 0.000 claims description 6
- 239000005060 rubber Substances 0.000 claims description 6
- 229920003051 synthetic elastomer Polymers 0.000 claims description 5
- 239000005061 synthetic rubber Substances 0.000 claims description 5
- 238000005096 rolling process Methods 0.000 claims description 3
- 238000010521 absorption reaction Methods 0.000 claims description 2
- 230000006835 compression Effects 0.000 claims 1
- 238000007906 compression Methods 0.000 claims 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000002955 isolation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- HDQGGYGVRNDCAR-UHFFFAOYSA-N [Fe].C=1C=COC=1 Chemical compound [Fe].C=1C=COC=1 HDQGGYGVRNDCAR-UHFFFAOYSA-N 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000002990 reinforced plastic Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Description
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
▲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
▲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
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)
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 |
Family
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)
Country | Link |
---|---|
JP (1) | JP2005307724A (en) |
Families Citing this family (3)
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 |
-
2004
- 2004-04-23 JP JP2004156927A patent/JP2005307724A/en active Pending
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