JPH0989044A - Earthquake-resistant two-step floor - Google Patents
Earthquake-resistant two-step floorInfo
- Publication number
- JPH0989044A JPH0989044A JP27955795A JP27955795A JPH0989044A JP H0989044 A JPH0989044 A JP H0989044A JP 27955795 A JP27955795 A JP 27955795A JP 27955795 A JP27955795 A JP 27955795A JP H0989044 A JPH0989044 A JP H0989044A
- Authority
- JP
- Japan
- Prior art keywords
- earthquake
- iron plate
- present
- iron
- ball
- 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
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は地震に対して,木
造2階建,等の住宅又は鉄道,高速道路の橋脚,等の構
築物及び電算機,テレビ,等の機器を倒壊,破壊から守
る免震構造である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is an exemption from damage and destruction of houses such as two-story wooden buildings or railways, structures such as highway piers, and computers, televisions, etc. against earthquakes. It is a quake structure.
【0002】[0002]
【従来の技術】従来の木造2階建住宅の場合,基本とな
る四隅の4本柱が主体となつて中間に2本〜6本位補助
的に設置して作られている。特に屋根の瓦が非常に重く
屋根の重量が4本柱の根元部分にかかり,地震の際,震
動が集中し弱い処に荷重され抜けたり折れたりして1階
部分から倒壊している。2. Description of the Related Art In the case of a conventional wooden two-story house, four pillars at the four corners, which are basic, are mainly used and two to six auxiliary pillars are installed in the middle. In particular, the roof tiles are very heavy, and the weight of the roof is applied to the base of the four pillars. During an earthquake, the vibration concentrates and it is loaded and broken into weak places and collapses from the first floor.
【0003】[0003]
【発明が解決しようとする課題】地震の発生に於いては
瞬時に強力な震動が上,下,左,右,の揺れを生じ地上
の構築物を倒壊している。本発明は以上の欠点を解決す
るために,なされたものである。[Problems to be Solved by the Invention] In the occurrence of an earthquake, a strong vibration instantaneously causes upper, lower, left, right, and swaying motions to collapse structures on the ground. The present invention has been made to solve the above drawbacks.
【0004】[0004]
【課題を解決するための手段】本発明は地震の上,下,
の揺れをコイルばね(図1,2)及び 重ね板ばね(図
1,3)によつて,左,右,の揺れを鋼球または超合金
球の鉄球(図1,1)及びコイルばね(図1,2)の組
合わせによる。本発明は以上の構成による耐震二段床で
ある。[Means for Solving the Problems] The present invention can
The sway of the left and right is controlled by the coil spring (Figs. 1 and 2) and the leaf spring (Figs. 1 and 3). According to the combination of (Figs. 1 and 2). The present invention is an earthquake-resistant two-story floor having the above-mentioned configuration.
【0005】[0005]
【発明の実施の形態】本発明の免震構造を使用するとき
は,木造住宅,構築物及び機器,類を上,下,の揺れと
左,右,の揺れによる震動から損壊を防ぎ軽減化し,被
害を最小限に止めることが出来る。BEST MODE FOR CARRYING OUT THE INVENTION When the seismic isolation structure of the present invention is used, wooden houses, structures and equipment, etc. are prevented from being damaged by vibrations caused by upper and lower shaking and left and right shaking, The damage can be minimized.
【0006】[0006]
【実施例】以下,本発明の実施例について説明する。 (イ)図5(傾視図)の如く1階地上部分と2階部分
に,鉄板(5)(6)(7)にて区切る, この鉄板は
図3(傾視図)の(5)格子鉄板(6)角鉄板(7)枠
付鉄板である。 (ロ)地震による上,下,の揺れをコイルばね(図1,
2)と重ね板ばね(図1,3)を図2図(平面図)
(イ)コイルばね,重ね板ばね配置図の通りに設定す
る。 (ハ)地震による左,右,の揺れを鋼球または超合金球
の鉄球(図1,1)とコイルばね(図1,2)を図2
(平面図)(ロ)鉄球(鋼球または超合金球),コイル
ばね,配置図の通りに設定する。 (ニ)尚,1階地上部分と2階部分の鉄板による分離に
伴う,ライフライン電気,電話,ガス,水道下水,等の
配線,配管は図3の3枚の鉄板5−格子鉄板,6−角鉄
板,7−枠付鉄板の四方の隅のジヤバラ管の中を通し地
震の揺れ幅50cm−100cmの余裕をみて上,下,
左,右,を勘案して連係する。 (ホ)また,階段(図4)も小型のコイルばねと鉄球の
組合せを設置し揺れを軽減化する。 (ト)鋼球または超合金球の鉄球の内訳は階段のように
軽量の施設には鉄球を使い,木造2階建住宅(図5)の
1階地上部分と2階部分の場合は,2階より1階の方に
重量がかかるので,その重量の差によつて球の大きさと
材質の内容が鉄球→鋼球→超合金球へと変わる。 本発明は,以上の構成よりなつている。本発明を使用す
る時は,地震の震動が,1階地上部分と2階部分に分離
して伝播してゆくので,被害が非常に少なく災害を未然
に防ぐものである。以上の他に本発明は,図6 に示す
ように鉄道,高速道路の橋脚,や工場,門塀,等構築物
にまた 図7のように電算機やテレビ等の震動防止台に
応用されて地震の被害を免ぬがれることが出来る。Embodiments of the present invention will be described below. (A) As shown in FIG. 5 (perspective view), the ground part and the second floor part are divided by iron plates (5), (6), and (7). This iron plate is (5) in FIG. 3 (perspective view). A lattice iron plate (6), a square iron plate (7), and an iron plate with a frame. (B) Coil springs (Fig. 1,
2) and leaf spring (Figs. 1 and 3) in Fig. 2 (plan view)
(B) Set the coil springs and leaf springs as shown in the layout diagram. (C) The left, right, and swaying caused by the earthquake are shown in Fig. 2 with steel balls or superalloy balls (Fig. 1, 1) and coil springs (Fig. 1, 2).
(Plan view) (B) Iron ball (steel ball or superalloy ball), coil spring, set as shown in the layout. (D) The wiring and piping of the lifeline electricity, telephone, gas, tap water, etc. associated with the separation of the first-floor ground part and the second-floor part by iron plates are three iron plates 5-lattice iron plates, 6 in FIG. -Square iron plate, 7-Through the iron pipes with frame, through the pipes at the four corners, the width of the earthquake is 50cm-100cm.
Cooperate considering left and right. (E) In addition, the stairs (Fig. 4) are equipped with a combination of small coil springs and iron balls to reduce shaking. (G) Steel balls or superalloy balls are used for lightweight facilities such as stairs, and iron balls are used for light-weight facilities. In the case of the first and second floors of a wooden 2-story house (Fig. Since the weight of the first floor is higher than that of the second floor, the size of the sphere and the content of the material change from iron balls to steel balls to superalloy balls due to the difference in weight. The present invention has the above configuration. When the present invention is used, the vibration of an earthquake is propagated separately to the ground portion on the first floor and the portion on the second floor, so the damage is very small and the disaster is prevented. In addition to the above, the present invention is applied to railways, highway piers, and constructions such as factories and fences as shown in FIG. 6, and to earthquake-prevention blocks such as computers and televisions as shown in FIG. Can be spared the damage of.
【0007】[0007]
【発明の効果】本発明を使用することによって,地震に
よる震動から住宅,構築物,機器,等が従来より未然に
防ぎ倒壊を防止するものである。EFFECTS OF THE INVENTION By using the present invention, a house, a structure, a device, etc. are prevented from being shaken by an earthquake, and the collapse thereof is prevented.
【図1】本発明の材料の側面図1 is a side view of the material of the present invention.
【図2】本発明の材料の配置を示す平面図FIG. 2 is a plan view showing the arrangement of materials of the present invention.
【図3】本発明の材料の連係を示す斜視図FIG. 3 is a perspective view showing the linkage of materials of the present invention.
【図4】本発明の階段部分の斜視図FIG. 4 is a perspective view of a stairway portion of the present invention.
【図5】本発明の木造2階建住宅の斜視図FIG. 5 is a perspective view of the wooden two-story house of the present invention.
【図6】本発明を応用した鉄道,高速道路の橋脚,の側
面図FIG. 6 is a side view of a railway and a highway pier to which the present invention is applied.
【図7】本発明を応用したテレビ台の斜視図FIG. 7 is a perspective view of a television stand to which the present invention is applied.
1 鋼球または超合金球の鉄球 2 コイルばね 3 重ね板ばね 4 ライフライン配管配線(電気,電話,ガス,水道下
水) 5 格子鉄板 6 角鉄板 7 枠付鉄板 8 階段1 Iron ball of steel ball or superalloy ball 2 Coil spring 3 Laminated leaf spring 4 Lifeline piping wiring (electricity, telephone, gas, tap water) 5 Lattice iron plate 6 Square iron plate 7 Iron plate with frame 8 Stairs
Claims (1)
する震動をコイルばね(図1,2)及び重ね板ばね(図
1,3)と鋼球または超合金球の鉄球(図1,1)の組
み合わせによつて,軽減化する免震構造を取り入れた耐
震二段床である。1. A vibration of a house, a structure, equipment, etc. in an earthquake caused by a coil spring (FIGS. 1 and 2), a leaf spring (FIGS. 1 and 3) and a steel ball or a superalloy ball (FIGS. 1 and 1). This is a seismic-resistant two-story floor that incorporates a seismic isolation structure that is reduced by the combination of.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27955795A JPH0989044A (en) | 1995-09-21 | 1995-09-21 | Earthquake-resistant two-step floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27955795A JPH0989044A (en) | 1995-09-21 | 1995-09-21 | Earthquake-resistant two-step floor |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0989044A true JPH0989044A (en) | 1997-03-31 |
Family
ID=17612638
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27955795A Pending JPH0989044A (en) | 1995-09-21 | 1995-09-21 | Earthquake-resistant two-step floor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0989044A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1484450A2 (en) * | 2003-06-02 | 2004-12-08 | Nikolaos Drougos | Aseismic foundation |
JP2007000963A (en) * | 2005-06-23 | 2007-01-11 | Disco Abrasive Syst Ltd | Chuck table moving mechanism |
US7325792B2 (en) * | 2005-03-11 | 2008-02-05 | Enidine, Inc. | Multi-axial base isolation system |
-
1995
- 1995-09-21 JP JP27955795A patent/JPH0989044A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1484450A2 (en) * | 2003-06-02 | 2004-12-08 | Nikolaos Drougos | Aseismic foundation |
EP1484450A3 (en) * | 2003-06-02 | 2006-08-23 | Nikolaos Drougos | Aseismic foundation |
US7325792B2 (en) * | 2005-03-11 | 2008-02-05 | Enidine, Inc. | Multi-axial base isolation system |
JP2007000963A (en) * | 2005-06-23 | 2007-01-11 | Disco Abrasive Syst Ltd | Chuck table moving mechanism |
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