JPH08218396A - Earthquake resistant structure or foundation unit - Google Patents
Earthquake resistant structure or foundation unitInfo
- Publication number
- JPH08218396A JPH08218396A JP6851195A JP6851195A JPH08218396A JP H08218396 A JPH08218396 A JP H08218396A JP 6851195 A JP6851195 A JP 6851195A JP 6851195 A JP6851195 A JP 6851195A JP H08218396 A JPH08218396 A JP H08218396A
- Authority
- JP
- Japan
- Prior art keywords
- stoppers
- present
- horizontal
- board
- earthquake
- 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
Landscapes
- Foundations (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は高速道路、鉄道、ビルデ
ィング、家屋や、ガス、水道、電気、通信線など生活ラ
インの構造物が地震時に震動により破壊することを防止
するものであり、例えば兵庫県南部地震における死者5
300人、負傷27000人、家屋損壊110000棟
や、生活ライン破壊などの災害を防止することができ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is intended to prevent structures of highways, railways, buildings, houses, and living lines such as gas, water, electricity, and communication lines from being destroyed by vibration during an earthquake. Dead 5 in the Hyogoken Nanbu Earthquake
It is possible to prevent disasters such as 300 people, 27,000 injured, 110000 houses destroyed, and lifeline destruction.
【0002】[0002]
【従来の技術】従来、大地震発生時に高速道路が脚柱と
共に倒れたり、ビルディングが倒壊したり、生活ライン
の電気、水道、ガス、通信線が切断したりして甚大な災
害をもたらしていた。従来技術では、これらはすべて地
下にその基礎を埋込んで固定しているので地殼と一体で
あり、一体に動き、従って兵庫県南部地震のように振幅
18cm、上下動10cm、時速2kmの地面移動に
は、どのような丈夫な設計のものでも破壊する。2. Description of the Related Art In the past, when a large earthquake occurred, a highway collapsed with its pedestals, a building collapsed, and electricity, water, gas, and communication lines in daily life were disconnected, resulting in a great disaster. . In the conventional technology, since all of them are embedded and fixed underground, they are integrated with the ground shell and move together, so that like the Hyogo ken Nanbu Earthquake, the amplitude is 18 cm, vertical movement is 10 cm, and ground movement is 2 km / h. Destroy any sturdy design.
【0003】図1は、本発明と比較する従来例を示し、
車輛1が走行する高速道路2の脚柱3の下に、地表4に
打った杭5があり、これで脚柱が固定されているので、
大地震のときには横震動6や縦震動7により脚柱が3’
から折れたり、曲がったりして高速道路が2’のごとく
倒壊する。FIG. 1 shows a conventional example for comparison with the present invention,
Below the pedestal 3 of the highway 2 on which the vehicle 1 travels, there is a stake 5 struck on the surface 4 of the ground, which fixes the pedestal.
In the event of a big earthquake, the pedestal is 3'because of horizontal vibration 6 and vertical vibration 7.
The highway collapses like a 2'because it bends or bends.
【0004】鉄道のレールも枕木を介して地表に固定さ
れ、水道、ガス、電気、通信線などは地下に埋められ、
地震で同様に破壊する。Railroad rails are also fixed to the surface of the earth via sleepers, and water, gas, electricity, communication lines, etc. are buried underground,
Destroy as well in an earthquake.
【0005】[0005]
【発明が解決しようとする課題】従来の道路、ビルディ
ング、道路、鉄道、ガス、水道などの構造物は地下に基
礎を埋込んでいるので、地震時には構造物が地表と一体
化して横揺れ、縦揺れし、従って構造物は振動やその共
振に耐えられず折れて倒れたり、変形して曲ったり、切
断したりするが、本発明はこれらを防止するにある。Since conventional structures such as roads, buildings, roads, railroads, gas, and water have underground foundations embedded therein, the structures are integrated with the surface of the earth during an earthquake and roll, Pitching, and thus the structure cannot withstand vibrations and its resonances, and breaks, falls, deforms, bends, or cuts. The present invention is to prevent these.
【0006】[0006]
【課題を解決するための手段】高速道路の脚、道路、鉄
道、ビルディング、水道、電線、ガス、電話線などの構
造物を地面の動きと関係ないようにする。具体的には構
造物と地表との間に構造物が上下左右に移動し得る部分
と、これを平常時には固定するストッパを設け、大地震
ではそのストッパがなくなり、構造物が地表に対して左
右又は上下方向に相対的に動きうるようにすることによ
り、建造物は大きな地震振動でもこれに追随せずに破壊
から免れることができる。Structures such as highway legs, roads, railroads, buildings, water, electric wires, gas and telephone lines are made independent of the movement of the ground. Specifically, between the structure and the ground surface, a part where the structure can move vertically and horizontally and a stopper that fixes this in normal times are provided. Alternatively, by making it relatively movable in the vertical direction, the structure can be protected from destruction even in the event of a large earthquake vibration without following it.
【0007】[0007]
【実施例】図2および図3は本発明実施例を示し、図2
は高速道路2の一本の脚柱3、図3は二本の脚柱3の例
である。脚柱の下部には水平支持体8を一体に設け、水
平支持体8の下面は、第2図の本発明実施例では支持板
9に設けた半球形凹部10に入れたセラミック、ステン
レス、チタン等製の複数個のボール11の上にのせ、支
持板9は、その下に設けた基板12に配設されたスプリ
ング13の上にのせる。14は基板12上で支持板9を
支承している縦方向ストッパ、15は支持板9に立設し
て水平支持体8の周囲を支える水平方向ストッパ、16
は水平支持体8が水平方向に移動できる空所である。大
地震が起こると地震の縦振動7で上下移動する基板12
のストッパ14が支持板9を突上げようとして破壊さ
れ、支持板9とボール11と水平支持体8はスプリング
13で代って支持される。又、横振動6で、地表4と共
に左右に移動する支持板9の水平方向ストッパ15が水
平支持体8により破壊されて、水平支持体8はボール1
1上で自由に水平移動し、このようにして水平支持体8
とその上の高速道路は地震振動に追随せず、慣性により
動かぬか、あるいは少し動くだけであり、従って高速道
路は破壊されない。図3の本発明実施例では2本の脚柱
3の下に水平支持体8を設けたものである。2 and 3 show an embodiment of the present invention.
Is an example of one pillar 3 of the highway 2, and FIG. 3 is an example of two pillars 3. A horizontal support 8 is integrally provided on the lower part of the pedestal, and the lower surface of the horizontal support 8 is made of ceramic, stainless steel or titanium in a hemispherical recess 10 provided in a support plate 9 in the embodiment of the present invention shown in FIG. The support plate 9 is placed on a plurality of balls 11 made of the same material, and the support plate 9 is placed on a spring 13 arranged on a substrate 12 provided therebelow. 14 is a vertical stopper that supports the support plate 9 on the substrate 12, 15 is a horizontal stopper that stands on the support plate 9 and supports the periphery of the horizontal support 8, 16
Is a space where the horizontal support 8 can move in the horizontal direction. Substrate 12 that moves up and down by vertical vibration 7 of a large earthquake
The stopper 14 is broken in an attempt to push up the support plate 9, and the support plate 9, the ball 11 and the horizontal support 8 are supported by the spring 13 instead. Also, the horizontal vibrations 6 destroy the horizontal stoppers 15 of the support plate 9 that move to the left and right along with the ground surface 4 by the horizontal supports 8 so that the horizontal supports 8 move to the balls 1
Freely move horizontally on 1 and thus in horizontal support 8
And the highway above it does not follow the seismic vibrations and either does not move due to inertia or only moves a little, so the highway is not destroyed. In the embodiment of the present invention shown in FIG. 3, a horizontal support 8 is provided below the two columns 3.
【0008】図4は高速道路2の脚柱3に差込部17と
その嵌入部18を設けて抜差できる構造とし、嵌入部1
8にはゴムあるいは油圧などによる緩衝体19を装入し
て差込部17上端を支承させて縦揺れを吸収させる。
又、脚柱3の水平支持体8の下面には基板に接する多数
の半球状凸部20を設けて横揺れに対して動くようにし
たものである。縦方向ストッパは14とする。FIG. 4 shows a structure in which a pedestal 3 of an expressway 2 is provided with an insertion portion 17 and an insertion portion 18 thereof so that it can be inserted and removed.
A cushioning member 19 made of rubber or hydraulic pressure is inserted into the bearing 8, and the upper end of the insertion portion 17 is supported to absorb the vertical vibration.
Further, a large number of hemispherical projections 20 contacting the substrate are provided on the lower surface of the horizontal support 8 of the pedestal 3 so as to move in response to lateral vibration. The vertical stopper is 14.
【0009】図5はキャストした多数の半球状凸部20
を水平支持体8に設け、地震のときは縦振動7する基板
12のストッパ14が、支持板9への突上により破壊し
て支持板9はスプリング13で弾性的に支承されると共
に、横動6する基板の水平方向ストッパ15が水平支持
体8により破壊されて、水平支持体8は支持板9に対し
て自由となる。これにより水平支持体8は縦横振動の影
響を免れる。なお前記ボール11や凸部20は、この他
に車や方向自在のスイベル車を使用してもよい。FIG. 5 shows a large number of cast hemispherical projections 20.
Is provided on the horizontal support 8, and the stopper 14 of the substrate 12 that vibrates vertically 7 in the event of an earthquake is destroyed by the protrusion to the support plate 9 so that the support plate 9 is elastically supported by the spring 13 and The horizontal stopper 15 of the moving substrate 6 is destroyed by the horizontal support 8 so that the horizontal support 8 is free with respect to the support plate 9. As a result, the horizontal support 8 is free from the influence of vertical and horizontal vibrations. For the balls 11 and the convex portions 20, other than this, a car or a swivel wheel capable of directing may be used.
【0010】図6は半球状凸部20を支持板9の上面に
設けて水平支持体8の下面に接するようにした本発明実
施例である。FIG. 6 shows an embodiment of the present invention in which the hemispherical convex portion 20 is provided on the upper surface of the support plate 9 so as to contact the lower surface of the horizontal support 8.
【0011】本発明は前記高速道路の他、鉄道や一般道
路や水道、ガス、電気、通信線保護にも実施できる。
又、クッションもスプリング13の他、板板バネ、ゴ
ム、油圧等にした場合も本発明に含まれる。板バネの場
合図7に示すように鉄道レール21の枕木22をのせる
支持体8と地面下の基板12の間にボール又は弓状板バ
ネ23を設け、あるいは図8のように一般道路24にも
適用される。これはボール11を省略した本発明実施例
である。又、図9のようにビルディング25や家屋にも
実施することができる。The present invention can be applied to railways, general roads, water, gas, electricity, and communication lines, in addition to the above expressways.
Further, the present invention also includes the case where the cushion is made of a leaf spring, rubber, hydraulic pressure, etc. in addition to the spring 13. In the case of a leaf spring, a ball or bow leaf spring 23 is provided between the support 8 on which the sleepers 22 of the rails 21 are placed and the substrate 12 under the ground as shown in FIG. 7, or the general road 24 as shown in FIG. Also applies to This is an embodiment of the present invention in which the ball 11 is omitted. It can also be implemented in a building 25 or a house as shown in FIG.
【0012】さらに図10に示すように地下鉄のレール
26を敷設した地中の匡体27の下面に本発明耐震部2
8を設け、図11に示すようにガス管29の基台30を
本発明耐震部28により支承し、図12に示すように水
道管31の基台30を本発明耐震部28により保持する
ことができる。Further, as shown in FIG. 10, the seismic resistant portion 2 of the present invention is provided on the lower surface of an underground enclosure 27 on which a subway rail 26 is laid.
8, the base 30 of the gas pipe 29 is supported by the seismic resistant part 28 of the present invention as shown in FIG. 11, and the base 30 of the water pipe 31 is held by the seismic resistant part 28 of the present invention as shown in FIG. You can
【0013】図2から図12の耐震部28は本体の構造
物と分離してユニット化でき、これを図13、14、1
5の本発明実施例として示す。例えば図13の如く柱3
3、34、35の下に土台28として使用するなどし
て、高速道路、一般道路、鉄道、ビル、家屋、シェル
タ、水道、ガス、電気、通信線、共同溝に取付けて耐震
構造物とすることができる。The seismic resistant portion 28 shown in FIGS. 2 to 12 can be separated into a unit by separating it from the structure of the main body.
5 is shown as an example of the present invention. For example, as shown in FIG. 13, pillar 3
It is used as a base 28 under 3, 34, 35 and is attached to highways, general roads, railroads, buildings, houses, shelters, water, gas, electricity, communication lines, and common grooves to make earthquake-resistant structures. be able to.
【0014】図1から図2においてガスなどのパイプラ
イン36、電線管37、水道管38、通信線39あるい
は36’、37’、38’、39’などを高速道路など
に図2のように設ければ地震でも高速道路が本発明によ
り破壊しないので同じく破断せず、これらの生活ライン
を確保することができる。勿論本発明を採用した通常道
路や共同溝に設けた場合も破壊されない。この他種々の
形状の構造や、滑動部や、ストッパはすべて本発明に含
まれる。1 to 2, a pipeline 36 for gas or the like, a conduit 37, a water pipe 38, a communication line 39 or 36 ', 37', 38 ', 39', etc. is provided on a highway as shown in FIG. If it is provided, the expressway will not be destroyed by the present invention even if an earthquake occurs, so that it will not be broken and the lifelines can be secured. Of course, it will not be destroyed even if it is provided on a normal road or a common groove adopting the present invention. In addition to this, structures of various shapes, sliding parts, and stoppers are all included in the present invention.
【0015】[0015]
【発明の効果】本発明明は杭打ちなど不要でローコスト
となり、簡易な構造により大地震でも水道、鉄道、建物
や生活ライン、輸送ラインが確保され、地震災害を防止
することができ、莫大な修復費用も節減されるので神
戸、大坂の再建や東京の防衛など国家的プロジェクトと
して推進されるべき重大な発明である。なお、本発明は
「ウルトラウェイ」として総理、科学技術庁長官に建白
される。EFFECTS OF THE INVENTION The present invention does not require pile driving or the like, resulting in low cost, and a simple structure ensures water supply, railroads, buildings, living lines, and transportation lines, and can prevent earthquake disasters. The cost of restoration will also be reduced, so this is a major invention that should be promoted as a national project such as the reconstruction of Kobe and Osaka and the defense of Tokyo. The present invention is appointed by the Prime Minister and the Director General of Science and Technology Agency as "Ultraway".
【図1】従来例の縦断面図FIG. 1 is a vertical sectional view of a conventional example.
【図2】本発明第1実施例の縦断面図FIG. 2 is a vertical sectional view of the first embodiment of the present invention.
【図3】本発明第2実施例の縦断面図FIG. 3 is a vertical sectional view of a second embodiment of the present invention.
【図4】本発明第3実施例の縦断面図FIG. 4 is a vertical sectional view of a third embodiment of the present invention.
【図5】本発明第4実施例の縦断面図FIG. 5 is a vertical sectional view of a fourth embodiment of the present invention.
【図6】本発明第5実施例の縦断面図FIG. 6 is a vertical sectional view of a fifth embodiment of the present invention.
【図7】本発明第6実施例の縦断面図FIG. 7 is a vertical sectional view of a sixth embodiment of the present invention.
【図8】本発明第7実施例の縦断面図FIG. 8 is a vertical sectional view of a seventh embodiment of the present invention.
【図9】本発明第8実施例の縦断面図FIG. 9 is a vertical sectional view of an eighth embodiment of the present invention.
【図10】本発明第9実施例の縦断面図FIG. 10 is a vertical sectional view of a ninth embodiment of the present invention.
【図11】本発明第10実施例の縦断面図FIG. 11 is a vertical sectional view of a tenth embodiment of the present invention.
【図12】本発明第11実施例の縦断面図FIG. 12 is a vertical sectional view of an eleventh embodiment of the present invention.
【図13】本発明第12実施例の縦断面図FIG. 13 is a vertical sectional view of a twelfth embodiment of the present invention.
【図14】本発明第13実施例の縦断面図FIG. 14 is a vertical sectional view of a thirteenth embodiment of the present invention.
【図15】本発明第14実施例の縦断面図FIG. 15 is a vertical sectional view of a fourteenth embodiment of the present invention.
4 ……………………… 地表 8、9、20、23…… 上下左右に地表に対し相対的
に移動し得る主要部分4 ……………………………… Ground surface 8, 9, 20, 23 …… Main part that can move up, down, left and right relative to the ground surface
Claims (1)
る事を特徴とする構造物又は基礎ユニット1. A structure or base unit characterized by being capable of moving vertically and horizontally relative to the ground surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6851195A JPH08218396A (en) | 1995-02-17 | 1995-02-17 | Earthquake resistant structure or foundation unit |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6851195A JPH08218396A (en) | 1995-02-17 | 1995-02-17 | Earthquake resistant structure or foundation unit |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08218396A true JPH08218396A (en) | 1996-08-27 |
Family
ID=13375822
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6851195A Pending JPH08218396A (en) | 1995-02-17 | 1995-02-17 | Earthquake resistant structure or foundation unit |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH08218396A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003093585A1 (en) * | 2002-04-28 | 2003-11-13 | Liping Jiang | An seismic isolator |
KR101225892B1 (en) * | 2011-04-29 | 2013-01-24 | 한국기술교육대학교 산학협력단 | Vibration and shock absorbing device of wireless local loop system using plastic and elastic deformation |
KR101247149B1 (en) * | 2010-01-18 | 2013-03-29 | 김수득 | Seismic isolation structure for building |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5228117A (en) * | 1975-08-29 | 1977-03-02 | Tadayoshi Nakayama | Antiiearthquake apparatus |
JPS5781568A (en) * | 1980-11-11 | 1982-05-21 | Taisei Corp | Vibration control apparatus in structure |
JPS58176321A (en) * | 1982-04-06 | 1983-10-15 | Yoshiyasu Ogino | Earthquake-proof foundation for building |
JPS64649B2 (en) * | 1981-04-22 | 1989-01-09 | Tokyo Tatsuno Kk | |
JPH0666046A (en) * | 1992-08-20 | 1994-03-08 | Shimizu Corp | Vibration isolating structure of building |
-
1995
- 1995-02-17 JP JP6851195A patent/JPH08218396A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5228117A (en) * | 1975-08-29 | 1977-03-02 | Tadayoshi Nakayama | Antiiearthquake apparatus |
JPS5781568A (en) * | 1980-11-11 | 1982-05-21 | Taisei Corp | Vibration control apparatus in structure |
JPS64649B2 (en) * | 1981-04-22 | 1989-01-09 | Tokyo Tatsuno Kk | |
JPS58176321A (en) * | 1982-04-06 | 1983-10-15 | Yoshiyasu Ogino | Earthquake-proof foundation for building |
JPH0666046A (en) * | 1992-08-20 | 1994-03-08 | Shimizu Corp | Vibration isolating structure of building |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003093585A1 (en) * | 2002-04-28 | 2003-11-13 | Liping Jiang | An seismic isolator |
KR101247149B1 (en) * | 2010-01-18 | 2013-03-29 | 김수득 | Seismic isolation structure for building |
KR101225892B1 (en) * | 2011-04-29 | 2013-01-24 | 한국기술교육대학교 산학협력단 | Vibration and shock absorbing device of wireless local loop system using plastic and elastic deformation |
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