JP2005307724A - Earthquake-resistant foundation using synthetic rubber, piano wire and steel plate - Google Patents

Earthquake-resistant foundation using synthetic rubber, piano wire and steel plate Download PDF

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Publication number
JP2005307724A
JP2005307724A JP2004156927A JP2004156927A JP2005307724A JP 2005307724 A JP2005307724 A JP 2005307724A JP 2004156927 A JP2004156927 A JP 2004156927A JP 2004156927 A JP2004156927 A JP 2004156927A JP 2005307724 A JP2005307724 A JP 2005307724A
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JP
Japan
Prior art keywords
steel
plate
earthquake
backing plate
steel plate
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
Application number
JP2004156927A
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Japanese (ja)
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JP2005307724A5 (en
Inventor
Akizo Sato
明三 佐藤
Shinichi Kitte
愼一 切手
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.)
EIYUAI KK
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EIYUAI KK
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 EIYUAI KK filed Critical EIYUAI KK
Priority to JP2004156927A priority Critical patent/JP2005307724A/en
Publication of JP2005307724A publication Critical patent/JP2005307724A/en
Publication of JP2005307724A5 publication Critical patent/JP2005307724A5/ja
Pending legal-status Critical Current

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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a foundation structure largely reducing an effect on a superstructure absorbing the strength of an earthquake and complicated vibrations. <P>SOLUTION: A circular steel-plate backing plate (b) is installed under a building structural material, and a piano-wire spring (e) brought into contact with the steel-plate backing plate (b) and the steel-plate backing plate (f) in a lower section at the central section of the cylinder of a rigid rubber (d) and a length-breadth elastic base material (d), in which six to eight gravity supporting round bars (c) are insert-molded to a periphery in an extent that the round bars (c) are not brought into contact with the steel-plate backing plates (b) and (f), are mounted on the steel-plate backing plate (b). The lower steel-plate backing plate (f) is fitted to a foundation (h). <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

合成ゴムの高弾性による地震等上下左右の震動を吸収し建造物の耐震効果を向上するAbsorbs vertical and horizontal vibrations such as earthquakes due to the high elasticity of synthetic rubber to improve the earthquake resistance of buildings.

ピアノ線バネを挿入することにより上記の耐震効果を増幅するAmplifying the above seismic effect by inserting a piano wire spring

数本の丸棒を挿入し−上下に隙間をもたせる−建物の重量負荷に対する強化を図るInsert several round bars-Create a gap above and below-Strengthen the weight load of the building

一般住宅用 １ 建物構造材の下に円形の鋼板受板を設置ａ ２ 剛性ゴム（耐酸耐水性等劣化物質）の円筒の中心部にｂ／ｆと接するピアノ線バネ（１００ｍｍπ程度）と、周囲に重力支え丸棒（１５ｍｍ程度）を６〜８本ｂ／ｆに接しない程度（１０〜２０ｍｍ）にインサート成型した縦横弾力基礎材をｂに取付ける（本件） ３ 下受円形鋼板を通常の基礎に取付ける（ザップコンクリートを回す場合は本補強材との間隔をとる）  For general housing 1 Install a circular steel plate under the building structure material a 2 Piano wire spring (about 100 mmπ) in contact with b / f at the center of a rigid rubber cylinder A vertical and horizontal elastic foundation material insert-molded so that it does not come into contact with 6-8 bars / b / f (10-20 mm) is attached to b (this case). (When turning zap concrete, leave a gap with this reinforcement) 高層建築・工場用 本図は図１を高層用にパイルに取付けた図であり各部分の寸法は上部構造に従って決定する  For high-rise buildings and factories This figure is a diagram in which Fig. 1 is attached to a pile for high-rise buildings, and the dimensions of each part are determined according to the superstructure.

符号の説明Explanation of symbols

ａ 土台
ｂ 鋼板２０ｍｍ
ｃ 重力支え丸棒１５ｍｍ
ｄ 合成ゴム
ｅ ピアノ線バネ１０ｍｍπ
ｆ 鋼板２０ｍｍ
ｇ アンカー５０ｍｍπ
ｈ 基礎ブロック
ｉ 玉石
ｊ 地表
ｋ 岩盤
ｌ フーチンa Foundation b Steel plate 20mm
c Gravity-supported round bar 15mm
d Synthetic rubber e Piano wire spring 10mmπ
f Steel plate 20mm
g Anchor 50mmπ
h foundation block i cobblestone j surface k bedrock l fuchin

Claims (1)

円筒形の合成ゴムにピアノ線と丸棒を挿入した構造をもつ耐震強化基礎材Seismic reinforcement foundation material with a structure in which piano wire and round bar are inserted into cylindrical synthetic rubber
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 true JP2005307724A (en) 2005-11-04
JP2005307724A5 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)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105839971A (en) * 2016-06-01 2016-08-10 漳浦县圆周率工业设计有限公司 Indoor strengthening structural device capable of protecting people during building collapse
CN106382318A (en) * 2016-10-17 2017-02-08 安徽信泽科技有限公司 Spiral spring damper with early rigidity capable of being adjusted
CN106438812A (en) * 2016-10-17 2017-02-22 安徽信泽科技有限公司 Rubber air spring damper with presettable early-stage rigidity

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105839971A (en) * 2016-06-01 2016-08-10 漳浦县圆周率工业设计有限公司 Indoor strengthening structural device capable of protecting people during building collapse
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
CN106382318A (en) * 2016-10-17 2017-02-08 安徽信泽科技有限公司 Spiral spring damper with early rigidity capable of being adjusted
CN106438812A (en) * 2016-10-17 2017-02-22 安徽信泽科技有限公司 Rubber air spring damper with presettable early-stage rigidity

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Effective date: 20050519