JPH1037313A - Base isolated unit building - Google Patents

Base isolated unit building

Info

Publication number
JPH1037313A
JPH1037313A JP19361996A JP19361996A JPH1037313A JP H1037313 A JPH1037313 A JP H1037313A JP 19361996 A JP19361996 A JP 19361996A JP 19361996 A JP19361996 A JP 19361996A JP H1037313 A JPH1037313 A JP H1037313A
Authority
JP
Japan
Prior art keywords
building
foundation
floor
spherical body
unit
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
JP19361996A
Other languages
Japanese (ja)
Inventor
Atsushi Takeuchi
淳 竹内
Kazuhiko Okashita
和彦 岡下
Toshiro Takeda
敏郎 武田
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP19361996A priority Critical patent/JPH1037313A/en
Publication of JPH1037313A publication Critical patent/JPH1037313A/en
Pending legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PROBLEM TO BE SOLVED: To move a column while a spherical body is rotated, even when a foundation is vibrated by an earthquake, to extinguish the vibration of a building by interposing the spherical body between the lower end of a first floor column and the upper surface of the foundation having an inclined surface the higher inside. SOLUTION: A spherical surface plate 3 dented upward is provided on the lower end surface of the column 21 of a first floor building unit, a number of small balls 32 are rotatably mounted on the lower surface thereto, and a spherical body 4 is rotatably fitted under the small balls. The upper surface of a foundation 5 in the position for installing the column 21 is made into an inclined surface 41 with the higher inside, and a steel plate 52 is mounted thereon. The spherical body 4 fitted to the lower end of the column is placed on the inclined surface 51 of the foundation 5 to construct a building unit 1. The force of four columns 21 sliding to the outside and trying to extend is canceled by the linkage with a floor beam 22 and a ceiling beam 23. Even if the foundation 5 is vibrated by an earthquake, the column 21 is moved while spherical body 4 is rolled to extinguish the vibration of the unit building 1. Even when earth and sand is fallen on the inclined surface 51, it is slid on the outside and never accumulated, so that the rotation of the spherical body 4 is never obstructed.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は免震ユニット建物に
関する。
TECHNICAL FIELD The present invention relates to a seismic isolation unit building.

【0002】[0002]

【従来の技術】ユニット建物は、特公昭62−6222
4号公報に記載あるように、運搬可能な一定の大きさの
箱形の、且つ、内部、外部の仕上げられた建物ユニット
を、予め、工場で生産し、その複数個を施工現場に運搬
し、施工現場で組み立てたものである。このユニット建
物は、施工期間が短く、且つ、寸法精度の良い標準化さ
れた建物となる特徴があることから、広く採用されてい
る。
2. Description of the Related Art A unit building is disclosed in Japanese Patent Publication No. 62-6222.
As described in Japanese Patent Publication No. 4 (1994), a box-shaped, internally and externally finished building unit of a certain size that can be transported is produced in a factory in advance, and a plurality of the units are transported to a construction site. , Assembled at the construction site. This unit building is widely adopted because it has a feature that it is a standardized building having a short construction period and high dimensional accuracy.

【0003】一方、地震のときに建物が揺れて、建物が
壊れたり、建物の中のタンス等が倒れて被害が発生する
から、揺れ難くした免震建物が研究され、実用化されて
いる。ユニット建物を免震構造にした免震ユニット建物
としては、特開平6−58011号公報に記載あるよう
に、コンクリート基礎にゴム製のシース管を埋設してお
き、建物ユニットの柱に設けられているアンカーをこの
シース管に挿入して据え付けた構造が知られている。
又、免震構造としては、特開平1−315536号公
報、特開平2−19260号公報に記載あるように、転
がり支承された球面体を有する免震対象物と内周面が勾
配面に形成された凹部からなり、球面体が凹部の上に載
せられた構造が知られている。
[0003] On the other hand, a building is shaken in the event of an earthquake, and the building is broken or a closet or the like in the building falls, causing damage. Therefore, seismically isolated buildings that are hard to shake are studied and put into practical use. As a seismic isolation unit building in which the unit building has a seismic isolation structure, as described in JP-A-6-58011, a rubber sheath tube is buried in a concrete foundation and provided on a pillar of the building unit. There is known a structure in which a fixed anchor is inserted into the sheath tube and installed.
Further, as a seismic isolation structure, as described in JP-A-1-315536 and JP-A-2-19260, a seismic isolation target having a rolling-supported spherical body and an inner peripheral surface are formed on a slope. There is known a structure in which a spherical body is placed on the concave portion.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記公報記載
の免震ユニット建物では、建物ユニットが重く、しか
も、シース管が小さいので建物ユニットのすべての柱に
設けられているアンカーをシース管の中に挿入しながら
建物ユニットを据え付けることは困難である。又、上記
球面体と凹部とからなる免震装置をユニット建物に応用
して、基礎の上面に凹部を設け、柱の下面に球面体を回
転自在に設け、この球面体を基礎の上部の上に据え付け
ても、建物の基礎の上面は屋外にあるから風等が運ばれ
たゴミや土砂等が凹部の中に溜まって、地震時に球面体
が凹部の中を転がり難いという問題がある。そこで、本
発明の目的は、建物ユニットが据え付け易く、しかも、
柱の下面に取り付けられた球面体が転がり難くならない
免震ユニット建物を提供することである。
However, in the seismic isolation unit building described in the above-mentioned publication, since the building unit is heavy and the sheath tube is small, the anchors provided on all the pillars of the building unit must be installed inside the sheath tube. It is difficult to install a building unit while inserting it into a building. Also, the seismic isolation device consisting of the spherical body and the concave part is applied to a unit building, a concave part is provided on the upper surface of the foundation, and a spherical body is rotatably provided on the lower surface of the pillar. However, there is a problem that dust or dirt carried by wind or the like accumulates in the concave portion because the upper surface of the foundation of the building is outside, and the spherical body hardly rolls in the concave portion during an earthquake. Therefore, an object of the present invention is to easily install a building unit, and
An object of the present invention is to provide a seismic isolation unit building in which a spherical body attached to a lower surface of a pillar does not become difficult to roll.

【0005】[0005]

【課題を解決するための手段】本発明は上記目的を達成
するためになしたものであって、請求項1記載の発明
は、柱の下端部を繋ぐ床梁と、柱の上端部を繋ぐ天井梁
とで箱形に組み立てられた骨格を有する建物ユニットが
基礎の上に複数個組み立てられた免震ユニット建物であ
って、前記基礎は上端面の内側を高くした傾斜面を備
え、1階の建物ユニットには柱の下端面に球面体が回転
自在に設けられ、この球面体が基礎の傾斜面の上に載せ
られているものである。
SUMMARY OF THE INVENTION The present invention has been made to achieve the above object, and the invention according to claim 1 is to connect a floor beam connecting a lower end of a column and an upper end of a column. A seismic isolation unit building in which a plurality of building units each having a skeleton assembled in a box shape with a ceiling beam are assembled on a foundation, wherein the foundation has an inclined surface having an upper end surface raised inside, and a first floor. In this building unit, a spherical body is rotatably provided on the lower end surface of a pillar, and the spherical body is mounted on an inclined surface of a foundation.

【0006】又、請求項2記載の発明は、柱の下端部を
繋ぐ床梁と、柱の上端部を繋ぐ天井梁とで箱形に組み立
てられた骨格を有する建物ユニットが基礎の上に複数個
組み立てられた免震ユニット建物であって、前記基礎は
上端面の外側を高くした傾斜面を備え、1階の建物ユニ
ットには柱の下端面に球面体が回転自在に設けられ、こ
の球面体が基礎の傾斜面の上に載せられているものであ
る。
According to a second aspect of the present invention, a plurality of building units each having a frame-like structure assembled in a box shape by a floor beam connecting a lower end of a column and a ceiling beam connecting an upper end of a column are provided on a foundation. A seismically isolated unit building, wherein the foundation has an inclined surface having an upper end surface raised outside, and a spherical unit is rotatably provided on a lower end surface of a pillar in the building unit on the first floor; The body rests on the inclined surface of the foundation.

【0007】本発明では、1階の建物ユニットの柱の下
端面に球面体が回転自在に設けられているが、このよう
に柱の下端面に球面体を回転自在に設ける構造は適宜で
よい。例えば、柱の下端面を上方向に窪んだ球面状に
し、この中に球面体を回転自在に挿入してもよいし、更
に、この柱の下端面の球面状と球面体との間に小球を入
れて球面体が転がり易くしてもよい。又、柱の下面に回
転軸を設け、球面体に凹部または通孔を設け、この回転
軸を球面体の凹部または通孔に挿入して球面体を柱の下
端面に回転自在に取り付けてもよいし、逆に、球面体に
凹部または通孔を設け、この凹部または通孔の中に柱に
取り付けられた回転軸を通してもよい。
In the present invention, the spherical body is rotatably provided on the lower end face of the pillar of the building unit on the first floor. However, the structure in which the spherical body is rotatably provided on the lower end face of the pillar may be appropriate. . For example, the lower end surface of the pillar may be formed into a spherical shape that is depressed upward, and a spherical body may be rotatably inserted therein. Further, a small spherical surface may be inserted between the spherical shape of the lower end surface of the pillar and the spherical body. A spherical body may be inserted to make the spherical body roll easily. Alternatively, a rotating shaft may be provided on the lower surface of the pillar, a concave portion or a through hole may be provided in the spherical body, and the rotating shaft may be inserted into the concave portion or the through hole of the spherical body so that the spherical body is rotatably mounted on the lower end surface of the pillar. Alternatively, conversely, a concave portion or a through hole may be provided in the spherical body, and a rotary shaft attached to a pillar may be passed through the concave portion or the through hole.

【0008】(作用)本発明の免震ユニット建物は、建
物ユニットが基礎の上に複数個組み立てられたものであ
る。そして、請求項1記載の発明では、基礎は上端面の
内側を高くした傾斜面を備え、1階の建物ユニットには
柱の下端面に球面体が回転自在に設けられ、この球面体
が基礎の傾斜面の上に載せられているから、1階の建物
ユニットの柱の下端面が基礎の傾斜面に沿って外側に滑
ろうとする力が働く。その結果、1階の建物ユニットの
柱が外側に拡がろうとするが、この建物ユニットの柱
は、床梁と天井梁とで繋がれているから、1階の建物ユ
ニットの柱が外側に拡がることができず、それぞれの柱
の滑ろうとする力が相殺されて、結局、建物ユニットの
柱は滑らないで、その場所で移動しない状態に据え付け
られる。
(Action) The seismic isolation unit building of the present invention is a building in which a plurality of building units are assembled on a foundation. According to the first aspect of the present invention, the foundation has an inclined surface with the inside of the upper end surface raised, and a spherical body is rotatably provided on the lower end surface of the pillar in the building unit on the first floor. Is placed on the inclined surface of the first floor, a force is exerted on the lower end surface of the pillar of the building unit on the first floor to slide outward along the inclined surface of the foundation. As a result, the pillars of the building units on the first floor are about to expand outward, but the pillars of the building units on the first floor extend outward because the pillars of this building unit are connected by floor beams and ceiling beams. As a result, the sliding forces of each column cancel out, and eventually the columns of the building unit are installed non-slip and immobile in place.

【0009】そして、地震によって土地が震動すると、
基礎は震動するが、1階の建物ユニットの柱の下端面の
球面体が回転しながら柱が基礎の傾斜面上を移動し、1
階の建物ユニットの震動が少ない。このように1階の建
物ユニットの震動が少ないから、全体のユニット建物の
震動が少ない。
[0009] When the land shakes due to the earthquake,
The foundation vibrates, but the spherical body at the lower end face of the pillar of the building unit on the first floor rotates while the pillar moves on the slope of the foundation, and
Less vibration of building units on floor. Thus, the vibration of the building unit on the first floor is small, so that the vibration of the entire unit building is small.

【0010】請求項2記載の発明では、基礎は上端面の
外側を高くした傾斜面を備えて、1階の建物ユニットに
は柱の下端面に球面体が回転自在に設けられ、この球面
体が基礎の傾斜面の上に載せられているから、請求項1
記載の発明と逆にそれぞれの柱が内側に滑ろうとし、柱
の内側に滑ろうとする力が相殺されてその場所に移動し
ない状態に据え付けられることが異なるだけであって、
請求項1記載の発明と同様に、地震によって基礎が震動
しても球面体が回転しながら傾斜面上を移動しユニット
建物の震動が少ない。尚、本発明においては、この基礎
の上端面は内側を高くしたり外側を高くした傾斜面にな
っているから、この上に土砂等が落下してもこの傾斜面
上を滑って蓄積されることがなく、この基礎の傾斜面上
を建物ユニットの柱の下端面の球面体が転がり難くなる
ことがない。
According to the second aspect of the present invention, the foundation is provided with an inclined surface having an upper end surface raised outside, and a spherical body is rotatably provided on the lower end surface of the pillar in the building unit on the first floor. Is mounted on an inclined surface of the foundation, so that
Contrary to the described invention, the only difference is that each pillar tries to slide inward, and the forces that try to slide inward of the pillars are offset and installed so that they do not move to that location,
Similarly to the first aspect of the present invention, even if the foundation vibrates due to an earthquake, the spherical body moves on the inclined surface while rotating, and the vibration of the unit building is small. In the present invention, since the upper end surface of the foundation is a sloping surface whose inside is raised or its outside is raised, even if earth or sand falls on this, it slides on this sloping surface and accumulates. Therefore, the spherical body at the lower end face of the pillar of the building unit does not easily roll on the inclined surface of the foundation.

【0011】[0011]

【発明の実施の形態】次に、本発明の実施例を説明す
る。図1〜図3は本発明免震ユニット建物の一実施例を
示すもので、図1(イ)は1階の建物ユニットの骨格と
基礎との関係を示す説明図、(ロ)は(イ)のA−A線
における断面図、図2は建物ユニットの骨格を示す説明
図、図3(イ)は建物ユニットを組み立てている状態を
示す説明図、(ロ)は完成したユニット建物を示す説明
図である。
Next, embodiments of the present invention will be described. 1 to 3 show an embodiment of the seismic isolation unit building of the present invention. FIG. 1 (a) is an explanatory diagram showing the relationship between the skeleton and the foundation of the first floor building unit, and (b) is (a). 2) is a cross-sectional view taken along line AA, FIG. 2 is an explanatory view showing a skeleton of the building unit, FIG. 3 (a) is an explanatory view showing a state in which the building unit is assembled, and (b) is a completed unit building. FIG.

【0012】図1〜図3において、1はユニット建物で
あり、このユニット建物1は13個の建物ユニット2を
1階に9個、2階に4個組み立て、この上に屋根材6を
取り付けたものである。建物ユニット2の骨格は、図2
に示すように、短辺と長辺とからなる矩形の四隅に配置
された4本の断面四角形筒状の鋼製の柱21、21、2
1、21と、この4本の柱21の上部を短辺と長辺に沿
って連結する4本の断面コ字形の鋼製の天井梁23、2
3、23、23と、4本の柱21の下部を短辺と長辺に
沿って連結する4本の断面コ字形の鋼製の床梁22、2
2、22、22とからなる。
1 to 3, reference numeral 1 denotes a unit building. The unit building 1 is composed of nineteen building units 2 on the first floor and four on the second floor, and a roofing material 6 is mounted thereon. It is a thing. The skeleton of the building unit 2 is shown in FIG.
As shown in the figure, four rectangular cylindrical steel columns 21, 21, 2, which are arranged at four corners of a rectangle having a short side and a long side.
1, 21 and four steel ceiling beams 23, 2 having a U-shaped cross section connecting the upper portions of the four pillars 21 along the short side and the long side.
3, 23, 23, and four steel floor beams 22, 2 having a U-shaped cross section connecting the lower portions of the four columns 21 along the short side and the long side.
2, 22, and 22.

【0013】この建物ユニット2の骨格の相対する長辺
の床梁22、22に鋼製の床小梁25が差し渡され、こ
の床小梁25の上に木製の床根太26が取り付けられ、
この床根太26の上に床材が取り付けられて、床が形成
される。又、相対する長辺の天井梁23に木製の天井小
梁27が差し渡され、この天井小梁27の下面に天井材
が取り付けられて天井が形成される。又、外壁を設ける
場所には、床梁22と天井梁23との間に間柱29が取
り付けられ、この間柱29の屋外側と屋内側にそれぞれ
外壁材と内壁材が取り付けられ、この外壁材と内壁材と
の間にロックウールからなる断熱材が取り付けられて外
壁が形成されている。
[0013] Steel floor beams 25 are extended across the opposite long side floor beams 22 of the skeleton of the building unit 2, and a wooden floor joist 26 is mounted on the floor beams 25.
A floor material is attached on the floor joist 26 to form a floor. Further, a wooden ceiling beam 27 is extended over the ceiling beam 23 on the long side facing the ceiling beam, and a ceiling material is attached to the lower surface of the ceiling beam 27 to form a ceiling. Further, at the place where the outer wall is provided, a stud 29 is attached between the floor beam 22 and the ceiling beam 23, and an outer wall material and an inner wall material are attached to the outdoor side and the indoor side of the stud 29, respectively. A heat insulating material made of rock wool is attached between the inner wall material and the outer wall.

【0014】1階の建物ユニット2の柱21には、図1
に示すように、下端面に上方向に窪んだ球面状の板3が
設けられ、この球面状の板3の下面には多数の小球32
が回転自在に取り付けられ、この小球32の下方に球状
体4が回転自在に嵌められている。5は基礎であり、こ
の基礎5の柱21が据え付けられる場所の上面は内側を
高くした傾斜面51となっていて、この傾斜面51には
鋼板52が取り付けられている。
FIG. 1 shows a pillar 21 of the building unit 2 on the first floor.
As shown in the figure, a spherical plate 3 recessed upward is provided on the lower end surface, and a number of small balls 32 are provided on the lower surface of the spherical plate 3.
Is mounted rotatably, and the spherical body 4 is rotatably fitted below the small ball 32. Reference numeral 5 denotes a foundation, and an upper surface of a place where the column 21 of the foundation 5 is installed is an inclined surface 51 with an inner side raised, and a steel plate 52 is attached to the inclined surface 51.

【0015】次に、このユニット建物1の施工方法およ
び作用について説明する。工場で、柱21の4本を短辺
と長辺とからなる矩形の四隅に配置し、この4本の柱2
1の上部を短辺と長辺に沿って4本の断面コ字形の鋼製
の天井梁23、23、23、23で連結し、4本の柱2
1の下部を短辺と長辺に沿って4本の断面コ字形の鋼製
の床梁22、22、22、22で連結して、建物ユニッ
ト2の骨格を製造する。
Next, the construction method and operation of the unit building 1 will be described. At a factory, four pillars 21 are arranged at four corners of a rectangle consisting of a short side and a long side.
1 are connected by four steel ceiling beams 23, 23, 23, 23 having a U-shaped cross section along the short side and the long side, and four pillars 2
The lower part of 1 is connected with four steel floor beams 22, 22, 22, 22 having a U-shaped cross section along the short side and the long side to manufacture the skeleton of the building unit 2.

【0016】この建物ユニット2の骨格の相対する長辺
の床梁22、22に鋼製の床小梁25を差し渡し、この
床小梁25の上に木製の床根太26を取り付け、この床
根太26の上に床材を取り付けて、床を形成する。又、
相対する長辺の天井梁23に木製の天井小梁27を差し
渡し、この天井小梁27の下面に天井材を取り付けて天
井を形成する。又、外壁を設ける場所には、床梁22と
天井梁23との間に間柱29を架け渡して取り付け、こ
の間柱29の屋外側と屋内側にそれぞれ外壁材と内壁材
を取り付け、この外壁材と内壁材との間にロックウール
からなる断熱材を取り付けて外壁を形成する。
A steel floor beam 25 is inserted between floor beams 22 on opposite long sides of the skeleton of the building unit 2, and a wooden floor joist 26 is mounted on the floor beam 25. The flooring is mounted on 26 to form the floor. or,
A wooden ceiling small beam 27 is inserted between the opposite long side ceiling beams 23, and a ceiling material is attached to the lower surface of the ceiling small beam 27 to form a ceiling. Further, at the place where the outer wall is provided, a stud 29 is bridged and mounted between the floor beam 22 and the ceiling beam 23, and an outer wall material and an inner wall material are attached to the outdoor side and the indoor side of the stud 29, respectively. A heat insulating material made of rock wool is attached between the inner wall material and the outer wall material.

【0017】更に、建物ユニット2の中に浴槽や押し入
れ等の家具を取り付けたり内装や外装を行ったりして建
物ユニット2を完成させる。尚、1階の建物ユニット2
に使用する柱21の下端面には、上方向に窪んだ板体3
が設けられ、この板体3の下面に多数の小球32が回転
自在に取り付けられ、この球面状の板体3の中に球状体
4が回転自在に嵌められて設けられている。
Further, the building unit 2 is completed by installing furniture such as a bathtub or a closet in the building unit 2 or performing interior decoration or exterior decoration. In addition, building unit 2 on the first floor
At the lower end surface of the pillar 21 used for the
A large number of small balls 32 are rotatably mounted on the lower surface of the plate body 3, and the spherical body 4 is rotatably fitted in the spherical plate body 3.

【0018】このようにして製造した建物ユニット2を
施工現場に運搬する。施工現場では、予め、基礎5を設
けている。この基礎5には、柱21が据え付けられる場
所の上端面に内側を高くした傾斜面51を設け、この傾
斜面に鋼板52を取り付けている。この基礎5の上に1
階の建物ユニット2を、柱21の下端面に設けられてい
る球面体4が傾斜面51の上に載るようにして、据え付
ける。このように、基礎5の傾斜面51は広いから、こ
の傾斜面51上に1階の建物ユニット2を据え付けるこ
とは簡単である。
The building unit 2 thus manufactured is transported to the construction site. At the construction site, a foundation 5 is provided in advance. The foundation 5 is provided with an inclined surface 51 with an inner side raised at the upper end surface of the place where the column 21 is installed, and a steel plate 52 is attached to this inclined surface. 1 on this foundation 5
The building unit 2 on the floor is installed such that the spherical body 4 provided on the lower end surface of the pillar 21 is placed on the inclined surface 51. As described above, since the inclined surface 51 of the foundation 5 is wide, it is easy to install the building unit 2 on the first floor on the inclined surface 51.

【0019】次に、この1階の建物ユニット2の上に2
階の建物ユニット2を据え付け、最上階の建物ユニット
1の上に屋根材6を取り付ける。その後、建物ユニット
2間の接続部の仕上げを行ったり、水道等を接続したり
してユニット建物1を完成させる。このように、基礎5
の上端面は内側を高くした傾斜面51となっている。
又、1階の建物ユニット2の柱21の下端面に球面体4
が回転自在に設けられている。そして、この球面体4が
基礎5の傾斜面51の上に載っているから、1階の建物
ユニット2の柱21の下端面が基礎5の傾斜面51に沿
って外側に滑ろうとする力が働く。その結果、1階の建
物ユニット21の柱の下側が拡がろうとするが、この建
物ユニット21の4本の柱は、床梁22と天井梁23と
で繋がれているから、1階の建物ユニット2の柱21が
外側に拡がることができず、それぞれの柱21の滑ろう
とする力が相殺されて、結局、建物ユニット2の柱21
は滑らないで、建物ユニット2はその場所で移動しない
状態に据え付けられる。
Next, two buildings are placed on the building unit 2 on the first floor.
The building unit 2 on the floor is installed, and the roofing material 6 is mounted on the building unit 1 on the top floor. After that, the connection between the building units 2 is finished, and water and the like are connected to complete the unit building 1. Thus, Basic 5
Is an inclined surface 51 whose inside is raised.
The spherical body 4 is provided on the lower end surface of the pillar 21 of the building unit 2 on the first floor.
Are provided rotatably. Since the spherical body 4 rests on the inclined surface 51 of the foundation 5, a force that causes the lower end surface of the column 21 of the building unit 2 on the first floor to slide outward along the inclined surface 51 of the foundation 5 is generated. work. As a result, the lower side of the pillar of the building unit 21 on the first floor tends to expand, but the four pillars of this building unit 21 are connected by the floor beam 22 and the ceiling beam 23, so that the building on the first floor is The pillars 21 of the unit 2 cannot extend outward, and the slipping forces of the respective columns 21 are offset, and eventually the pillars 21 of the building unit 2
Without slipping, the building unit 2 is installed in a state where it does not move there.

【0020】そして、地震によって土地が震動すると、
基礎5は震動するが、1階の建物ユニット2の柱21の
下面の球面体4が回転しながら柱21が基礎5の傾斜面
51上を移動し、1階の建物ユニット2の震動が少な
い。このように1階の建物ユニット2の震動が少ないか
ら、全体のユニット建物1の震動が少ないので安心であ
る。尚、この基礎5の上端面は内側を高くしたり外側を
高くした傾斜面51になっているから、この上に土砂等
が落下してもこの傾斜面51上を滑って蓄積されること
がなく、この基礎5の傾斜面上を建物ユニット2の柱2
1の下端面の球面体4が転がり難くなることがない。
And when the land vibrates due to the earthquake,
Although the foundation 5 vibrates, the pillar 21 moves on the inclined surface 51 of the foundation 5 while the spherical body 4 on the lower surface of the column 21 of the building unit 2 on the first floor rotates, and the vibration of the building unit 2 on the first floor is small. . As described above, since the vibration of the building unit 2 on the first floor is small, the vibration of the entire unit building 1 is small, so that it is safe. In addition, since the upper end surface of the foundation 5 is an inclined surface 51 whose inside is raised or whose outside is raised, even if earth and sand fall on this, it may slip on the inclined surface 51 and accumulate. The pillar 2 of the building unit 2
The spherical body 4 at the lower end surface of the first roller 1 does not easily roll.

【0021】[0021]

【発明の効果】請求項1記載の発明では、基礎は上端面
の内側を高くした傾斜面を備え、1階の建物ユニットに
は柱の下端面に球面体が回転自在に設けられ、この球面
体が基礎の傾斜面の上に載せられているから、それぞれ
の柱が内側に滑ろうとするが全体の建物ユニットはその
場所で移動しない状態に据え付けられる。そして、地震
によって土地が震動すると、基礎は震動するが、1階の
建物ユニットの柱の下端面の球面体が回転しながら柱が
基礎の傾斜面上を移動し、1階の建物ユニットの震動が
少ない。このように1階の建物ユニットの震動が少ない
から、全体のユニット建物が震動し難く安心である。
According to the first aspect of the present invention, the foundation has an inclined surface with the inside of the upper end raised, and a spherical body is rotatably provided on the lower end of the pillar in the building unit on the first floor. Since the body rests on the slope of the foundation, each pillar will try to slide inward, but the entire building unit will be mounted so that it does not move there. When the land vibrates due to the earthquake, the foundation vibrates. However, the sphere on the lower end face of the pillar of the building unit on the first floor rotates, and the pillar moves on the inclined surface of the foundation, causing the vibration of the building unit on the first floor. Less is. Thus, since the vibration of the building unit on the first floor is small, the whole unit building is hard to vibrate, so that it is safe.

【0022】請求項2記載の発明では、基礎は上端面の
外側を高くした傾斜面を備えて、1階の建物ユニットに
は柱の下端面に球面体が回転自在に設けられ、この球面
体が基礎の傾斜面の上に載せられているから、請求項1
記載の発明と同様に、地震によって基礎が震動しても球
面体が回転しながら傾斜面上を移動しユニット建物の震
動が少ない。尚、請求項1および請求項2記載の発明で
は、この基礎の上端面は内側または外側を高くした傾斜
面になっているから、この上に土砂等が落下してもこの
傾斜面上を滑って蓄積されることがなく、この基礎の傾
斜面上を建物ユニットの柱の下端面の球面体が転がり難
くなることがない。又、この傾斜面は広くすることがで
きるので傾斜面上に建物ユニットを据え付け難いことが
ない。
According to the second aspect of the present invention, the foundation is provided with an inclined surface with the upper end surface raised outside, and a spherical body is rotatably provided on the lower end surface of the pillar in the building unit on the first floor. Is mounted on an inclined surface of the foundation, so that
Similarly to the described invention, even if the foundation vibrates due to an earthquake, the spherical body moves on the inclined surface while rotating, and the vibration of the unit building is small. According to the first and second aspects of the present invention, since the upper end surface of the foundation is an inclined surface whose inside or outside is raised, even if earth and sand fall on the inclined surface, the foundation slides on the inclined surface. And the spherical body on the lower end face of the pillar of the building unit does not easily roll on the inclined surface of the foundation. Further, since the inclined surface can be widened, there is no difficulty in mounting the building unit on the inclined surface.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明免震ユニット建物の一実施例を示すもの
で、(イ)は1階の建物ユニットの骨格と基礎との関係
を示す説明図、(ロ)は(イ)のA−A線における断面
図である。
FIG. 1 shows an embodiment of a seismic isolation unit building according to the present invention, wherein (a) is an explanatory diagram showing the relationship between the skeleton and the foundation of the building unit on the first floor, and (b) is A- It is sectional drawing in the A line.

【図2】建物ユニットの骨格を示す説明図である。FIG. 2 is an explanatory diagram showing a skeleton of a building unit.

【図3】(イ)は建物ユニットを組み立てている状態を
示す説明図、(ロ)は完成したユニット建物を示す説明
図である。
FIG. 3A is an explanatory view showing a state in which a building unit is assembled, and FIG. 3B is an explanatory view showing a completed unit building.

【符号の説明】[Explanation of symbols]

1 ユニット建物 2 建物ユニット 21 柱 22 床梁 23 天井梁 4 球面体 5 基礎 51 傾斜面 Reference Signs List 1 unit building 2 building unit 21 pillar 22 floor beam 23 ceiling beam 4 spherical body 5 foundation 51 slope

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 柱と、この柱の下端部を繋ぐ床梁と、柱
の上端部を繋ぐ天井梁とで箱形に組み立てられた骨格を
有する建物ユニットが基礎の上に複数個組み立てられた
免震ユニット建物であって、前記基礎は上端面の内側を
高くした傾斜面を備え、1階の建物ユニットには柱の下
端面に球面体が回転自在に設けられ、この球面体が基礎
の傾斜面の上に載せられていることを特徴とする免震ユ
ニット建物。
1. A plurality of building units having a skeleton assembled in a box shape by a pillar, a floor beam connecting a lower end of the pillar, and a ceiling beam connecting an upper end of the pillar are assembled on a foundation. A seismic isolation unit building, wherein the foundation has an inclined surface with the inside of the upper end surface raised, and the building unit on the first floor is provided with a spherical body at the lower end surface of a pillar so as to be rotatable, and this spherical body is A seismic isolation unit building that is mounted on a slope.
【請求項2】 柱と、この柱の下端部を繋ぐ床梁と、柱
の上端部を繋ぐ天井梁とで箱形に組み立てられた骨格を
有する建物ユニットが基礎の上に複数個組み立てられた
免震ユニット建物であって、前記基礎は上端面の外側を
高くした傾斜面を備え、1階の建物ユニットには柱の下
端面に球面体が回転自在に設けられ、この球面体が基礎
の傾斜面の上に載せられていることを特徴とする免震ユ
ニット建物。
2. A plurality of building units having a skeleton assembled in a box shape by a pillar, a floor beam connecting a lower end of the pillar, and a ceiling beam connecting an upper end of the pillar are assembled on a foundation. A seismic isolation unit building, wherein the foundation has an inclined surface with the outside of the upper end surface raised, and a spherical unit is rotatably provided on the lower end surface of the pillar in the building unit on the first floor. A seismic isolation unit building that is mounted on a slope.
JP19361996A 1996-07-23 1996-07-23 Base isolated unit building Pending JPH1037313A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19361996A JPH1037313A (en) 1996-07-23 1996-07-23 Base isolated unit building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19361996A JPH1037313A (en) 1996-07-23 1996-07-23 Base isolated unit building

Publications (1)

Publication Number Publication Date
JPH1037313A true JPH1037313A (en) 1998-02-10

Family

ID=16310958

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19361996A Pending JPH1037313A (en) 1996-07-23 1996-07-23 Base isolated unit building

Country Status (1)

Country Link
JP (1) JPH1037313A (en)

Similar Documents

Publication Publication Date Title
JPH1037313A (en) Base isolated unit building
JP2989539B2 (en) Existing building seismic isolation method
JPH0636112Y2 (en) Foundation structure
JP2006002428A (en) Reinforcing method of existing floor and base isolation method of existing building
RU2036291C1 (en) Method for reconstructing buildings
JP2789538B2 (en) Construction method of wet floating floor
JPH09324470A (en) Base isolation unit building
JPH11141183A (en) Vibration-isolation foundation device for house
JP3812801B2 (en) Between the entrance soil of seismically isolated houses
JP3721498B2 (en) Seismic isolation method
JP3381066B2 (en) Existing building seismic isolation method and seismic isolation building
JP7187002B2 (en) Earthquake-resistant shelter and method of assembling the earthquake-resistant shelter
JPH07100940B2 (en) How to build a multi-storey underground structure
JP4731651B2 (en) Seismic isolated house
JP2002088905A (en) Skeleton structure of building by flat plate slab
JP2002038759A (en) Structure of external floor in seismically isolated residence
JPH08326159A (en) Unit building
JPH102016A (en) Base isolated unit building
JP2998572B2 (en) Building structural frame
JPH0562186B2 (en)
JP3048861U (en) Base isolation system for houses
JP2012241398A (en) Intermediate base isolation structure utilizing flat inverse beam
JP2002038762A (en) Seismically isolated residence
JP2006169765A (en) Vibration isolation structure of building
JPH06167068A (en) Roof structure of unit building