JP6178953B1

JP6178953B1 - Cushioning earthquake-resistant structure of house

Info

Publication number: JP6178953B1
Application number: JP2016123038A
Authority: JP
Inventors: 一夫有▲吉▼
Original assignee: 一夫有▲吉▼
Priority date: 2016-05-12
Filing date: 2016-05-12
Publication date: 2017-08-09
Anticipated expiration: 2036-05-12
Also published as: JP2017203363A

Abstract

【課題】従来、家屋の耐震構造は、壁に筋交いを入れているが、地震時の強力な破壊力に耐えられず、倒壊する。また、近年、金属構造のものがあるが、地震の衝撃に耐えきれず、溶接部が外れて効力を失う。そのため、家屋の損傷は大きく、ついには倒壊する。【解決手段】溶接構造を１００％含まない、クッション性耐震構造を実現した。これにより、最大の破壊力を伴う大地震でも、倒壊せず、強大地震エネルギーを効果的に吸收し、家屋の被害を最小限に留めることができる。なお、本発明は、家屋のみならず、多層階のビル、高層住宅にも実施可能である。【選択図】図１[PROBLEMS] Conventionally, earthquake resistant structures of houses have braces on the walls, but cannot withstand the strong destructive force at the time of an earthquake and collapse. Also, in recent years, there is a metal structure, but it cannot withstand the impact of an earthquake, and the welded part comes off and loses its effectiveness. As a result, the house is severely damaged and eventually collapses. A cushioning earthquake-resistant structure that does not include a welded structure is realized. As a result, even a large earthquake with the maximum destructive power can be absorbed without being collapsed, effectively absorbing large earthquake energy and minimizing damage to houses. The present invention can be applied not only to houses but also to multi-story buildings and high-rise houses. [Selection] Figure 1

Description

本発明は、家屋のクッション性耐震構造に関する。 The present invention relates to a cushioning earthquake-resistant structure for a house.

従来、家屋の耐震構造は、壁に筋交いを入れているが、地震時の強力な破壊力に耐えられず、倒壊する。また、近年、金属構造のものがあるが、地震の衝撃に耐えきれず、溶接部が外れて効力を失う。そのため、家屋の損傷は大きく、ついには倒壊する。 Traditionally, earthquake-resistant structures in houses have braces on the walls, but they cannot withstand the powerful destructive forces during an earthquake and collapse. Also, in recent years, there is a metal structure, but it cannot withstand the impact of an earthquake, and the welded part comes off and loses its effectiveness. As a result, the house is severely damaged and eventually collapses.

特許第５７７０９２３号公報 Japanese Patent No. 5770923

本発明は、強大な地しんエネルギーを効果的に吸收し、家屋の被害を最小限に止めることを目的とする。 It is an object of the present invention to effectively absorb the strong ground energy and minimize the damage to houses.

実施例１の図１から図３は、平屋における実施例で、長板の中間部を丸み状に折曲げて角部弾性体を形成し、また、該角部弾性体の丸み部分に接する弾性管を形成し、而して、角部弾性体を柱と梁、柱と基礎の角に当てると共に該角部弾性体に弾性管を当てて、ボルトや基礎ボルトを通し、反対側には当て板を当ててＷナットで固定し、また、弾性管が対角状に交差する所に、中心弾性管を配置し、該中心弾性管と各角部の弾性管をロッドで、交差状に結び、Ｗナットを締めてロットを緊張したものである。 FIG. 1 to FIG. 3 of the first embodiment is an example in a one-story building, in which an intermediate portion of a long plate is bent into a round shape to form a corner elastic body, and the elasticity in contact with the round portion of the corner elastic body A tube is formed, and the corner elastic body is applied to the column and beam, the corner of the column and the foundation, and the elastic tube is applied to the corner elastic body, and the bolt or the foundation bolt is passed through, and the other side is applied. A plate is applied and fixed with a W nut, and a central elastic tube is placed where the elastic tube diagonally intersects, and the central elastic tube and the elastic tube at each corner are tied together with a rod. , The nuts were tightened by tightening the W nut.

実施例２の図４と図５は、体育館等の屋根裏への取り付け例で、軽量化するため、中心弾性管を設けずに、ロッドを四隅の弾性管で緊張したものである。 FIGS. 4 and 5 of Example 2 are examples of attachment to an attic such as a gymnasium. In order to reduce the weight, the central elastic tube is not provided and the rod is tensioned by elastic tubes at four corners.

実施例３の図６は、厚めの長板をおむすび型に形成し、下端は相対して丸み状に折曲げ、該先端は、水平部を形成し、該水平部は基礎ボルト、丸み状の上部は柱に当ててボルトを通し、反対側に当て板を当ててＷナットで固定し、また最上部は隙間調整用のライナーを介して梁に取り付けたものである。 In FIG. 6 of Example 3, a thick long plate is formed in a rice ball shape, the lower end is bent in a relatively round shape, the tip forms a horizontal portion, the horizontal portion is a foundation bolt, and a round shape is formed. The upper part is attached to the pillar through the bolt, the other side is applied with a contact plate and fixed with a W nut, and the uppermost part is attached to the beam via a gap adjusting liner.

実施例４の図７から図１０は、２階屋における実施例で、各間口に耐震構造を実施し、地震時、最小限の被害に留まるようにしたものであるが、大円形と大楕円弾性体は、窓を大きくするために形成したもので、接合部は図８と図９のようにリベット締めし、且、厚めの長板で形成し、強性強度を保つようにしたものである。
図１０は、両側面の実施例で、強大地震でも十分に耐える構造にしたものである。FIGS. 7 to 10 of the fourth embodiment are examples in a two-story house. Each of the front doors is provided with an earthquake resistant structure so that minimal damage is caused during an earthquake. The elastic body is formed to enlarge the window, and the joint is riveted as shown in FIGS. 8 and 9 and is formed of a thick long plate so as to maintain the strength and strength. is there.
FIG. 10 shows an embodiment on both sides, which has a structure that can sufficiently withstand a strong earthquake.

以上において、本発明の防震構造は、正面、裏面、両側面の壁のみならず、室内の間仕切り壁にも実施し、地震時の強大エネルギーをゆるかに吸收し、家屋の被害を最小限に留めるようにする。
また、防震構造は、柱や梁よりやや小巾に形成すれば、壁の両側から壁板を打ちつけられ、その上から壁塗りやクロスを貼ることができ、家の内外を優美に仕上げることができると共に多重の地震対策を実施した家屋に安心して住むことができる。In the above, the earthquake-proof structure of the present invention is applied not only to the front, back and both side walls, but also to the partition walls in the room, and gently absorbs the strong energy at the time of earthquake to minimize the damage to the house. Try to keep it.
Also, if the seismic structure is made slightly narrower than the pillars and beams, the wallboard can be struck from both sides of the wall, and wall coating and cloth can be pasted on it, so that the interior and exterior of the house can be finished elegantly. In addition to being able to live with peace of mind in a house where multiple earthquake countermeasures have been implemented.

本発明を構成する角部弾性体、弾性管、中心弾性管、ロッド、おむすび型、大円形、大楕円形弾性体は、弾性、且、強じん性に富んだ材料で形成し、ボルトナット、基礎ボルトナットは高鋼張力ボルトナットを使用する。
なお、以上の部品は、壁内に取り付けられ、家屋の寿命がある限り密閉状態のままで、点検し難いので、錆びないステンレス材、棒鋼がよく、弾性管と中心弾性管はステンレス鋼管を使用してもよい。The corner elastic body, the elastic tube, the central elastic tube, the rod, the rice ball type, the large circular shape, and the large elliptical elastic body constituting the present invention are formed from a material having elasticity and high toughness, The foundation bolt nut is a high steel tension bolt nut.
The above parts are mounted inside the wall and remain sealed for the lifetime of the house and are difficult to inspect. Therefore, stainless steel and steel bars that do not rust are good, and stainless steel pipes are used for the elastic tube and central elastic tube. May be.

発明の作用Effect of the invention

実施例１の図１から図３は、問口の各角に角用弾性体を当てたので、これ自体耐震効果がある。
更に、角用弾性体の弾性に、角用弾性体に取り付けた弾性管とロッド、ロッドの中間に介在した中心弾性管の弾性作用が加はるので、大地震であっても、強大な地震エレルギーを吸收し、地震の被害を最小限に留めることができる。In FIGS. 1 to 3 of the first embodiment, since the corner elastic body is applied to each corner of the question port, this itself has an earthquake resistance effect.
Furthermore, the elasticity of the corner elastic body is added to the elastic action of the elastic tube attached to the corner elastic body, the rod, and the central elastic tube interposed between the rods. It can absorb allergies and minimize earthquake damage.

実施例２の図４と図５は、体育館等の天井裏に取り付けたので、地震時、天井のゆがみをゆるやかに防止することができる。 4 and 5 of the second embodiment are attached to the back of the ceiling of a gymnasium or the like, so that the distortion of the ceiling can be gently prevented during an earthquake.

実施例３の図６は、おむすび型に形成したので、地震エネルギーを効果的に吸收することができる。 Since FIG. 6 of Example 3 was formed in a rice ball shape, it can absorb seismic energy effectively.

実施例４の図７から図１０は、２階屋に実施したので、２階屋でも、大地震時、最小限の被害に留めることができる。 Since FIGS. 7 to 10 of the fourth embodiment are applied to the second-floor house, even the second-floor house can be kept to a minimum damage during a large earthquake.

発明の効果Effect of the invention

以上のように、本発明は、角用弾性体、弾性管、ボルトナット、基礎ボルトナット、中心円管、ロッド、おむすび型等のすべての耐震構造は弾力性でじん性に富んだ材料で形成し、溶接部分は一切ないので、最大の破壊力を伴う大地震でも、倒壊せず、強大地震エネルギーを効果的に吸收し、家屋の被害を最小限に留めることができる。 As described above, the present invention is formed of elastic and tough materials for all earthquake-resistant structures such as elastic bodies for corners, elastic tubes, bolt nuts, foundation bolt nuts, central circular tubes, rods, and rice balls. However, since there are no welded parts, even a large earthquake with the maximum destructive force will not collapse, it can absorb strong earthquake energy effectively and minimize damage to the house.

なお、本発明は、家屋のみならず、多層階のビル、高層住宅にも実施可能である。 The present invention can be applied not only to houses but also to multi-story buildings and high-rise houses.

実施例１
正面図図１Ａ部の拡大面図図２の左側面図実施例２
体育館の屋根の図図４の裏面図実施例３
正面図実施例４
２階屋の正面図大円形の拡大正面図大楕円形の拡大正面図図７の右側面図 Example 1
Front view Enlarged view of part 1A Left side view of FIG. Example 2
Gymnasium roof illustration Back view of FIG. Example 3
Front view Example 4
Front view of the second-floor house Large circular enlarged front view Large oval enlarged front view Right side view of FIG.

実施例１の図１から図３は、耐震構造を平家に実施した場合で、１は間口の各角部に取り付ける角部弾性体で、長板の中間部を丸み状に折曲げて形成している。２は角部弾性体１の丸み部分に接する弾性管で、角部弾性体１の間口の各角に配置した後、該角部弾性体１の丸み部分に弾性管２を当て、ボルト４や基礎ボルト５に通し、反対側に当て板３を当て、Ｗナット６で固定している。
また、７は各弾性管２が対角状に交差する所の中心に配置した中心弾性管で、該中心弾性管７と各弾性管２をロッド８で交差状に結び、Ｗナット６を締めてロット８を緊張している。1 to 3 of the first embodiment is a case where the earthquake-resistant structure is implemented in a flat house, and 1 is a corner elastic body attached to each corner of the frontage, and is formed by bending the middle portion of the long plate into a round shape. ing. Reference numeral 2 denotes an elastic tube in contact with the rounded portion of the corner elastic body 1. The elastic tube 2 is disposed at each corner of the front of the corner elastic body 1, and then the elastic tube 2 is applied to the rounded portion of the corner elastic body 1. It passes through the foundation bolt 5, the contact plate 3 is applied to the opposite side, and is fixed with a W nut 6.
Reference numeral 7 denotes a central elastic tube disposed at the center where each elastic tube 2 intersects diagonally. The central elastic tube 7 and each elastic tube 2 are connected to each other by a rod 8 and a W nut 6 is tightened. Lot 8 is nervous.

実施例２の図４と図５は、体育館の屋根裏に取り付けた場合て、ロッド８は四隅の弾性管２で緊張している。 4 and 5 of the second embodiment are attached to the attic of the gymnasium, and the rod 8 is tensioned by the elastic tubes 2 at the four corners.

実施例３の図６の９はおむすび型弾性体で、下部水平部は基礎ボルト５に、曲り部の上部は柱に当て板３を当てて取り付けている。
１０はライナーで、おむすび型弾性体９と梁との間に詰めている。6 of Example 3 is a rice ball type elastic body, and the lower horizontal part is attached to the foundation bolt 5 and the upper part of the bent part is attached to the column by the contact plate 3.
A liner 10 is packed between the rice ball-shaped elastic body 9 and the beam.

実施例４の図７から図１０は、２階屋に実施した場合で、窓を大きくするため、厚めの長板で、大円形と大楕円形の弾性体を形成し、間口に取り付けている。 FIGS. 7 to 10 of the fourth embodiment are cases where the second-floor house is used. In order to enlarge the window, a thick long plate is used to form a large circular and large elliptical elastic body, which is attached to the frontage. .

１角部弾性体
２弾性管
３当て板
４ボルト
５基礎ボルト
６Ｗナット
７中心弾性管
８ロッド
９おむすび型
１０ライナー
１１大円径弾性体
１２大楕円弾性体DESCRIPTION OF SYMBOLS 1 Corner | angular part elastic body 2 Elastic pipe 3 Base plate 4 Bolt 5 Foundation bolt 6 W nut 7 Central elastic pipe 8 Rod 9 Rice ball type 10 Liner 11 Large-diameter elastic body 12 Large elliptical elastic body

Claims

長板の中間部を丸み状に折曲げた、角部弾性体の丸み部分に接する弾性管を形成し、角部弾性体を柱と梁の角に当てると共に該角部弾性体に弾性管を当ててボルトを通し、反対側には当て板を当ててＷナットで固定し、柱と基礎の角にも角部弾性体を当て、該角部弾性体に弾性管を当てて、柱側はボルトを通し、当て板を介してＷナットで固定し、基礎側は基礎ボルトを通してＷナットで固定し、また、弾性管が対角状に交差する所に、中心弾性管を配置し、該中心弾性管と角部弾性体に取り付けた弾性管をロッドで交差状に結び、Ｗナットを締めてロッドを緊張したことを特徴とする家屋のクッション性耐震構造。An elastic tube in contact with the rounded portion of the corner elastic body is formed by bending the middle part of the long plate into a round shape, the corner elastic body is applied to the corner of the column and the beam, and the elastic tube is attached to the corner elastic body. Pass the bolts through, hit the opposite side with a backing plate and fix it with a W nut, apply the corner elastic body to the corner of the column and foundation, hit the elastic tube to the corner elastic body, Pass the bolt, fix it with the W nut through the backing plate , fix the base side with the W nut through the base bolt, and place the central elastic tube at the intersection of the elastic tube diagonally, the center A cushioning earthquake-resistant structure for a house, characterized in that an elastic tube and an elastic tube attached to a corner elastic body are crossed with a rod and the rod is tightened by tightening a W nut.

厚めの長板をおむすび型に形成し、両下部は柱と基礎に接するように丸み状に折曲げ、下部の水平部分は基礎ボルトに、Ｗナットで固定し、柱に当る部分は、反対側に当て板を当ててボルトを通し、Ｗナットで固定し、また最上部は隙間調整用ライナーを介して梁に取り付けたことを特徴とする家屋のクッション性耐震構造。 A thick long plate is formed in a rice ball shape, both lower parts are bent in a round shape so as to contact the pillar and the foundation, the lower horizontal part is fixed to the foundation bolt and the W nut, and the part that hits the pillar is the opposite side A cushioning earthquake-resistant structure for a house, characterized in that a base plate is applied to the bolt and passed through a bolt, fixed with a W nut, and the uppermost part is attached to the beam via a gap adjusting liner.

窓を大きくするため、前記中心弾性管として、大径にした大円径弾性体、または、大楕円弾性体を形成したことを特徴とする請求項１記載の家屋のクッション性耐震構造。 2. The cushioning earthquake resistant structure for a house according to claim 1, wherein a large circular elastic body or a large elliptic elastic body is formed as the central elastic tube in order to enlarge a window.

請求項１記載の角部弾性体、弾性管、当て板、中心弾性管、または、請求項２記載のおむすび型の長板、当て板を柱や梁よりやや小巾に形成したことを特徴とする請求項１から３のいずれかに記載の家屋のクッション性耐震構造。Corners elastic body according to claim 1, wherein the elastic tube, caul, central elastic tube, or a feature in that billing rice ball type long plate of claim 2, and the wear plate is formed slightly smaller width than the pillars and beams The cushioning earthquake-proof structure for a house according to any one of claims 1 to 3.