JP2000345619A - Unit building - Google Patents

Unit building

Info

Publication number
JP2000345619A
JP2000345619A JP11161290A JP16129099A JP2000345619A JP 2000345619 A JP2000345619 A JP 2000345619A JP 11161290 A JP11161290 A JP 11161290A JP 16129099 A JP16129099 A JP 16129099A JP 2000345619 A JP2000345619 A JP 2000345619A
Authority
JP
Japan
Prior art keywords
floor
ceiling
building
ceiling beam
building 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
JP11161290A
Other languages
Japanese (ja)
Inventor
Okitoshi Haneda
臣利 羽田
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 JP11161290A priority Critical patent/JP2000345619A/en
Publication of JP2000345619A publication Critical patent/JP2000345619A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To reduce noise by arranging a composite material overlapped with a reinforcing girder and a vibration control material from the side face of the ceiling girder of one building unit having a column-omitted corner section to the side face of the ceiling girder of another unit, and connecting the composite material to the ceiling girder. SOLUTION: The upper end section of a column 21 and a joint material 31 temporarily fixed to a temporary column 3 are connected by a ceiling girder 23, and the lower end section of the column 21 and a joint material 32 temporarily fixed to the temporary column 3 are connected by a floor girder 22. Ceiling materials are fitted to the lower faces of the ceiling beams 27 suspended between the ceiling girders 23, and floor materials are fitted on the floor beams 25 suspended between the floor girders 22 via floor joists, then wall panels are fitted to form a building unit 2. A composite material 5 overlapped with a reinforcing girder and a vibration control material is inserted into gaps 55, 56 between the ceiling girders 23 on the short sides of opposite building units 2 and is connected to the ceiling girders 23, and vibration control materials 6 are inserted into gaps 65, 66 between the ceiling girders 23 on the long sides and are connected to the ceiling girders 23. The temporary column 3 is removed from the joint materials 31, 32, thereby noise can be reduced.

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】この発明は制振性のよいユニ
ット建物に関する。
The present invention relates to a unit building having good vibration damping properties.

【0002】[0002]

【従来の技術】ユニット建物は、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
ットと屋根ユニット・屋根パネルとを、予め、工場で製
造し、この建物ユニットや屋根ユニット・屋根パネルの
複数個を施工現場に運搬し、施工現場で組み立てて建物
となすものであって、現場施工期間が短く、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、近年、広く採用されている。尚、屋根パネルは工場
で建物ユニットに取り付けられて施工現場に運搬される
こともある。
2. Description of the Related Art In a unit building, a box-shaped building unit having a fixed size, which can be transported, and finished inside and outside, and a roof unit and a roof panel are manufactured in a factory in advance. A unit that transports multiple units, roof units, and roof panels to the construction site and assembles it at the construction site to form a building.The feature of this site is that it is a standardized building with a short on-site construction period and high dimensional accuracy. Therefore, it has been widely adopted in recent years. In some cases, the roof panel is attached to a building unit in a factory and transported to a construction site.

【0003】このユニット建物に使用される建物ユニッ
トとしては種々な構造のものが知られている。例えば、
特公昭61−42061号公報には、矩形状の四隅に立
設した4本の柱と、この4本の柱の上端部を矩形状の辺
に沿って連結した天井梁と、この4本の柱の下端部を矩
形状の辺に沿って連結した床梁とからなる平面矩形状の
建物ユニットの骨格が記載されている。そして、この相
対する天井梁間に天井小梁を差し渡し、この天井小梁の
下面に天井材を取り付けて天井を形成し、相対する床梁
間に床小梁を差し渡し、この上に床根太を取り付け、こ
の床根太の上に床材を取り付けて床を形成し、壁を設け
る場所には、天井梁と床梁との間に間柱を取り付け、こ
の間柱に外壁パネルや内壁パネルを取り付けて壁を形成
して建物ユニットとするのである。
Various types of building units are known as building units used in this unit building. For example,
Japanese Patent Publication No. Sho 61-42061 discloses four pillars erected at four corners of a rectangular shape, a ceiling beam connecting upper end portions of the four pillars along a rectangular side, and the four pillars. A skeleton of a flat rectangular building unit including floor beams connecting lower ends of pillars along rectangular sides is described. Then, a ceiling beam is inserted between the opposed ceiling beams, a ceiling material is attached to the lower surface of the ceiling beam to form a ceiling, a floor beam is inserted between the opposed floor beams, and a floor joist is mounted thereon, A floor is attached to the floor joist to form a floor, and where a wall is to be provided, a stud is attached between the ceiling beam and the floor beam, and an outer wall panel or an inner wall panel is attached to the stud to form a wall. To make a building unit.

【0004】一般に、上階の床の上を歩いたり床の上に
物を落下させると、床が振動し、この振動によって発生
する衝撃音が下階に響いて、下階に居る人の迷惑にな
る。特に、複数の世帯が上階と下階とに別れて生活して
いるマンション等の集合住宅等では、上階の世帯の人に
よって生じる騒音が下階に響いて下階の世帯の人が迷惑
に感じて大きな社会問題となっている。かかることを防
ぐために、建物ユニットにおいても従来種々な防振性の
よい床構造が知られている。
In general, when walking or dropping an object on an upper floor, the floor vibrates, and an impact sound generated by the vibration reverberates on the lower floor, disturbing a person on the lower floor. become. In particular, in apartments such as condominiums where multiple households are living on the upper floor and the lower floor, the noise generated by the upper floor households affects the lower floors, and the lower floor households are annoying. It feels like a big social problem. In order to prevent such a situation, various floor structures with good anti-vibration properties are conventionally known for building units.

【0005】例えば、特開昭62−59745号公報
(従来例1と称する)には、相対する床梁間に床小梁が
差し渡され、この床小梁が床梁に防振パッドを介在させ
た板バネで連結された床構造を備えた建物ユニットが記
載されている。又、特開昭63−304372号公報
(従来例2と称する)には、相対する床梁間に複数の床
小梁がほぼ平行に差し渡され、このほぼ平行な床小梁に
制振材の両端部を取り付けた床構造を備えた建物ユニッ
トが記載されている。又、特開平11−22019号公
報(従来例3と称する)には、下階の建物ユニットの天
井梁と上階の建物ユニットの床梁との間に防振材を挟ん
で組み立てたユニット建物が記載されている。
For example, in Japanese Patent Application Laid-Open No. 62-59745 (hereinafter referred to as Conventional Example 1), a floor beam is inserted between opposing floor beams, and the floor beam is provided with a vibration isolating pad interposed between the floor beams. A building unit having a floor structure connected by a leaf spring is described. Japanese Patent Laid-Open Publication No. Sho 63-304372 (hereinafter referred to as Conventional Example 2) discloses that a plurality of floor beams are extended substantially in parallel between opposing floor beams, and a vibration damping material is provided on the substantially parallel floor beams. A building unit with a floor structure with both ends attached is described. Japanese Unexamined Patent Application Publication No. 11-222019 (hereinafter referred to as Conventional Example 3) discloses a unit building assembled by interposing a vibration isolator between a ceiling beam of a building unit on a lower floor and a floor beam of a building unit on an upper floor. Is described.

【0006】一方、上記建物ユニットを組み立てたユニ
ット建物では、矩形状の四隅に立設した4本の柱が邪魔
になって、柱のある部分に連続した大きな空間を形成さ
せることができず、従って、大きな部屋を設けることが
できないという問題がある。かかる問題を解決するユニ
ット建物として特開平8−277580号公報(従来例
4と称する)記載のユニット建物が知られている。
On the other hand, in a unit building in which the above-mentioned building units are assembled, four pillars erected at four corners of a rectangular shape interfere with each other, and a large continuous space cannot be formed in a portion having pillars. Therefore, there is a problem that a large room cannot be provided. As a unit building that solves such a problem, a unit building described in Japanese Patent Application Laid-Open No. 8-277580 (referred to as Conventional Example 4) is known.

【0007】この公報に記載のユニト建物は、柱と床梁
と天井梁とを平面矩形状の箱形に連結し、且つ、この平
面矩形状の一角に柱を省略した柱省略角部を有する2乃
至4個の建物ユニットを柱省略角部を互いに突き合わせ
て据え付け、柱省略角部を突き合わせたほぼ一直線状に
なっている一方の柱省略角部を有する建物ユニットの天
井梁の側面から、他方の柱省略角部を有する柱省略建物
ユニットの天井梁の側面に補強梁を添え、この補強梁を
天井梁に接続した建物である。このユニット建物では、
柱を省略した柱省略角部に一方の柱省略角部を有する建
物ユニットから他方の柱省略角部を有する建物ユニット
まで連続した広い空間を形成させることができるので極
めて便利である。
The unit building described in this publication has a pillar omitted corner in which a pillar, a floor beam, and a ceiling beam are connected in a rectangular box shape, and the pillar is omitted in one corner of the flat rectangular shape. Two to four building units are installed with the pillar omitted corners facing each other, and from the side of the ceiling beam of the building unit having one pillar omitted corner which is substantially straight and the pillar omitted corners are joined, and the other. This is a building in which a reinforcing beam is attached to a side surface of a ceiling beam of a pillar omitted building unit having a pillar omitted corner, and the reinforcing beam is connected to the ceiling beam. In this unit building,
This is extremely convenient because a continuous wide space can be formed from a building unit having one pillar omitted corner to a building unit having the other pillar omitted corner at the pillar omitted corner where the pillar is omitted.

【0008】[0008]

【発明が解決しようとする課題】しかしながら、従来例
1および従来例2記載の床構造では、床の振動を防振パ
ッド、板バネ、振動材等で吸収するので、床の衝撃音を
小さくすることができるが、この床構造では軽量衝撃音
を低減させることは容易であるが、重量衝撃音を低下さ
せることは困難である。これは、重量衝撃音は、床振動
によって建物ユニット全体が振動し、この振動が下階の
建物ユニットを振動させて発生する音であるからであら
うと考えられる。
However, in the floor structures described in the prior art examples 1 and 2, the vibration of the floor is absorbed by vibration-proof pads, leaf springs, vibrating members and the like, so that the floor impact noise is reduced. Although it is easy to reduce the weight impact noise with this floor structure, it is difficult to reduce the weight impact noise. This is considered to be because the weight impact sound is a sound generated by the vibration of the whole building unit due to the floor vibration and the vibration of the building unit on the lower floor.

【0009】従来例3記載の方法は、下階の建物ユニッ
トの天井梁と上階の建物ユニットの床梁との間に防振材
が挟まれているので、上階の建物ユニット全体が振動し
た振動を、上階の建物ユニットと下階の建物ユニットの
間に挟まれている防振材が吸収し、重量衝撃音を防ぐこ
とができ便利であるが、天井梁と床梁との間に挟まれた
防振材を天井梁と床梁との隙間より厚くすることができ
ないし、又、防振材と天井梁との接触面積が比較的小さ
いので、この防振材で吸収できる衝撃音には限界があ
り、大きな重量衝撃音を吸収できないという問題があ
る。
In the method described in the prior art example 3, the vibration damping material is interposed between the ceiling beam of the building unit on the lower floor and the floor beam of the building unit on the upper floor, so that the entire building unit on the upper floor vibrates. The vibrations absorbed between the building units on the upper floor and the building units on the lower floor can be absorbed and the heavy impact noise can be prevented, which is convenient. The thickness of the vibration isolating material between the ceiling beam and the floor beam cannot be increased, and the contact area between the vibration isolating material and the ceiling beam is relatively small. There is a problem that the sound has a limit and cannot absorb a heavy impact sound.

【0010】特に、従来例4記載のような、柱省略角部
を有するユニット建物では、補強梁で補強された柱省略
角部を通過する一方の柱省略角部を有する建物ユニット
の天井梁から他方の柱省略角部を有する建物ユニットの
天井梁までの長いスパンを有する天井梁があり、この天
井梁では中間に振動を抑制する柱がない。この長いスパ
ンの天井梁の振動は大きく、この天井梁と床梁との間に
設けた防振材で振動の大きな重量衝撃音を吸収すること
が極めて困難である。そこで、この発明の目的は、補強
梁で補強された一方の柱省略角部を有する建物ユニット
の天井梁から他方の柱省略角部を有する建物ユニットの
天井梁までの長いスパンの天井梁でも、衝撃音を吸収す
ることのできる騒音の少ないユニット建物を提供するこ
とである。
[0010] In particular, in a unit building having a column omitted corner as described in Conventional Example 4, a ceiling beam of a building unit having one column omitted corner passing through a column omitted corner reinforced by a reinforcing beam is provided. There is a ceiling beam having a long span up to the ceiling beam of a building unit having the other column omitted corner, and there is no pillar in the middle of this ceiling beam for suppressing vibration. The vibration of the ceiling beam having a long span is large, and it is extremely difficult to absorb a heavy impact sound having a large vibration by the vibration isolator provided between the ceiling beam and the floor beam. Therefore, an object of the present invention is to provide a ceiling beam having a long span from a ceiling beam of a building unit having one pillar omitted corner to a ceiling beam of a building unit having the other pillar omitted corner, which is reinforced with a reinforcing beam. An object of the present invention is to provide a unit building with low noise capable of absorbing an impact sound.

【0011】[0011]

【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、柱と床梁と天井梁とを平面矩形状の箱形に連結し、
且つ、この平面矩形状の一角に柱を省略した柱省略角部
を有する2乃至4個の建物ユニットが柱省略角部を互い
に突き合わせて据え付けられたユニット建物において、
前記柱省略角部を付き合わせたほぼ一直線状になってい
る一方の柱省略角部を有する建物ユニットの天井梁の側
面から他方の柱省略角部を有する建物ユニットの天井梁
の側面に、補強梁と制振材とを重合した板状の複合材が
添えられ、この複合材が天井梁に接続されているもので
ある。
Means for Solving the Problems The present invention has been made to achieve the above object, and the invention according to claim 1 has a structure in which columns, floor beams, and ceiling beams are formed into a rectangular box shape. Concatenate,
Further, in a unit building in which two to four building units each having a pillar omitted corner in which the pillar is omitted in one corner of the plane rectangular shape are installed with the pillar omitted corners facing each other,
From the side of the ceiling beam of the building unit having one pillar omitted corner which is substantially linear with the pillar omitted corner, the side of the ceiling beam of the building unit having the other pillar omitted corner is reinforced. A plate-like composite material obtained by superimposing a beam and a damping material is added, and this composite material is connected to a ceiling beam.

【0012】請求項2記載の発明は、柱と床梁と天井梁
とを平面矩形状の箱形に連結し、且つ、この平面矩形状
の一角に柱を省略した柱省略角部を有する2乃至4個の
建物ユニットが柱省略角部を互いに突き合わせて据え付
けられたユニット建物において、前記柱省略角部を付き
合わせたほぼ一直線状になっている一方の柱省略角部を
有する建物ユニットの天井梁の側面から他方の柱省略角
部を有する建物ユニットの天井梁の側面に補強梁が添え
られ、この補強梁が板状の制振材を挟んで天井梁に接続
されているものである。
According to a second aspect of the present invention, a column, a floor beam, and a ceiling beam are connected in a rectangular box shape, and a pillar omitted corner portion in which the pillar is omitted in one corner of the flat rectangular shape. In a unit building in which four to four building units are installed with the pillar omitted corners facing each other, the ceiling of the building unit having one of the pillar omitted corners that is substantially linear and the pillar omitted corners are joined together A reinforcing beam is attached to the side of the ceiling beam of the building unit having the other pillar omitted corner from the side of the beam, and the reinforcing beam is connected to the ceiling beam with a plate-shaped vibration damping material interposed therebetween.

【0013】本発明における制振材とは、振動を吸収し
制御するものであって、天然ゴムや合成ゴム等のゴム
や、軟質塩化ビニル樹脂や軟質ウレタン樹脂等の軟質合
成樹脂等が好適である。請求項1記載の発明における補
強梁と制振材とを重合した板状の複合材とは、金属等の
機械的強度の大きな補強梁と上記制振材とを重合した板
状体であって、この重合する補強梁と制振材の数は適宜
でよい。例えば、1枚の補強梁と1枚の制振材とを重合
したものであってもよいし、2枚以上の補強梁と1枚の
制振材とを重合したものでもよいし、1枚の補強梁と2
枚以上の制振材とを重合したものであってもよいし、2
枚以上の補強梁と2枚以上の制振材とを重合したもので
もよい。
The vibration damping material in the present invention absorbs and controls vibration, and is preferably made of rubber such as natural rubber or synthetic rubber, or soft synthetic resin such as soft vinyl chloride resin or soft urethane resin. is there. The plate-like composite material in which the reinforcing beam and the vibration damping material according to the first aspect of the present invention are superposed is a plate-like body in which a reinforcing beam having high mechanical strength such as metal and the above-described vibration damping material are superposed. The number of the reinforcing beams and the damping materials to be superimposed may be appropriately determined. For example, one obtained by superposing one reinforcing beam and one damping material may be used, one obtained by superposing two or more reinforcing beams and one damping material may be used, or one Reinforced beams and 2
It may be obtained by polymerizing two or more damping materials, or 2
What superimposed two or more reinforcing beams and two or more damping materials may be used.

【0014】2枚以上の補強梁や制振材を重合した複合
材の場合には、交互に重合させたものが好ましい。この
中でも、2枚の補強梁の間に板状の制振材を挟んで重合
した複合材や、1枚の補強梁の両側に制振材を添えて重
合した3層の複合材が好ましい。2枚の金属板の間に板
状の制振材を挟んだ複合材の場合には、(金属板の厚
み):(制振材の厚み)=1:2〜5が好ましい。
In the case of a composite material in which two or more reinforcing beams or vibration damping materials are superimposed, it is preferable that they are superposed alternately. Among these, a composite material obtained by superposing a plate-shaped vibration damping material between two reinforcing beams or a three-layer composite material obtained by adding a vibration damping material to both sides of one reinforcing beam and polymerizing is preferable. In the case of a composite material in which a plate-shaped damping material is sandwiched between two metal plates, (thickness of metal plate) :( thickness of damping material) = 1: 2 to 5 is preferable.

【0015】又、この補強梁と制振材とを重合する方法
は適宜でよい。例えば、接着剤で接着してもよい。特
に、両方の外側に金属板がある複合材の場合には、この
両側の金属板をスポート溶接またはボルト締めによって
連結した複合材が好ましい。両側に金属板がある複合材
を天井梁に接続する場合には、高力ボルトで接続すると
強固に連結できるので好ましい。両側に制振材がある場
合や複合材と天井梁との間に板状の制振材を挟んで取り
付ける場合には、高力ボルトでは強固に接続し難いので
通常のボルトで接続するとよい。
The method of superimposing the reinforcing beam and the vibration damping material may be appropriate. For example, they may be bonded with an adhesive. In particular, in the case of a composite material having metal plates on both outer sides, a composite material in which the metal plates on both sides are connected by sport welding or bolting is preferable. When connecting a composite material having a metal plate on both sides to a ceiling beam, it is preferable to connect with a high-strength bolt because the connection can be made firmly. When there is a damping material on both sides or when a plate-shaped damping material is interposed between the composite material and the ceiling beam, it is difficult to connect firmly with high-strength bolts, so it is preferable to connect with normal bolts.

【0016】請求項2記載の発明においては、補強梁が
制振材を挟んで天井梁に取り付けられているが、これは
補強梁と天井梁との当接面の大部分が制振材を挟んで取
り付けられていて、天井梁の振動が制振材で吸収できれ
ばよいことを意味する。従って、部分的に制振材がない
場所があってもよい。例えば、制振材がない場所に金属
製の当接板を取り付け、この部分を高力ボルトで連結す
るようにすると、当接板のある場所で強固に接続でき、
制振材のある場所で振動を吸収することができるので好
ましい。又、当接板の場所を高力ボルトで連結し、制振
材のある場所を通常のボルト・ナットで接続するように
してもよい。
According to the second aspect of the present invention, the reinforcing beam is attached to the ceiling beam with the damping material interposed therebetween. This is because most of the contact surfaces between the reinforcing beam and the ceiling beam use the damping material. It means that it is only necessary to be able to absorb the vibration of the ceiling beam with the damping material. Therefore, there may be a place where there is no damping material. For example, if a metal contact plate is installed in a place where there is no damping material and this part is connected with high-strength bolts, it can be connected firmly in the place where the contact plate is located,
This is preferable because vibration can be absorbed at a place where the vibration damping material is located. Alternatively, the locations of the contact plates may be connected by high-strength bolts, and the locations of the damping materials may be connected by ordinary bolts and nuts.

【0017】(作用)請求項1記載の発明では、ほぼ一
直線状になっている一方の柱省略角部を有する建物ユニ
ットの天井梁の側面から他方の柱省略角部を有する建物
ユニットの天井梁の側面に、補強梁と制振材とを重合し
た板状の複合材が添えられ、この複合材が天井梁に接続
されているから、上階の建物ユニットの床の上を歩いた
り、床の上に物を落下させて、床が振動し、その結果、
下階の建物ユニットの天井梁が振動しても、この振動
は、天井梁に接続されている複合材の中の制振材によっ
て吸収され、隣の建物ユニットに伝播されない。
(Function) According to the first aspect of the present invention, a ceiling beam of a building unit having a pillar omitted corner from the side of a ceiling beam of a building unit having one pillar omitted corner which is substantially linear. A plate-shaped composite material in which a reinforcing beam and a vibration damping material are superimposed is attached to the side surface of the building, and this composite material is connected to the ceiling beam. Dropping an object on the floor, the floor vibrates, and as a result,
Even if the ceiling beam of the building unit on the lower floor vibrates, this vibration is absorbed by the damping material in the composite material connected to the ceiling beam and is not propagated to the adjacent building unit.

【0018】しかも、複合材の中の制振材の高さを、天
井梁の上から下までの高さ、または、下階の天井梁から
上階の床梁までの高さにすることができる。このよう
に、この高く広い面積の制振材で振動を吸収することが
できるので、大きな重量衝撃音を発生させる天井梁の振
動も吸収することができ、更には、一方の建物ユニット
の天井梁から他方の建物ユニットの天井梁までの長いス
パンの天井梁であっても、床振動を吸収することができ
る。従って、下階の人が不愉快にならない。
Moreover, the height of the vibration damping material in the composite material can be set to the height from the top to the bottom of the ceiling beam or the height from the ceiling beam on the lower floor to the floor beam on the upper floor. it can. As described above, vibration can be absorbed by the vibration damping material having a large area having a large area, so that vibration of a ceiling beam which generates a loud impact sound can be absorbed. Further, a ceiling beam of one building unit can be absorbed. Even if the ceiling beam has a long span from the ceiling beam of the other building unit to the ceiling beam, the floor vibration can be absorbed. Therefore, people on lower floors are not uncomfortable.

【0019】請求項2記載の発明では、ほぼ一直線状に
なっている一方の柱省略角部を有する建物ユニットの天
井梁の側面から他方の柱省略角部を有する建物ユニット
の天井梁の側面に補強梁が添えられ、この補強梁が板状
の制振材を挟んで天井梁の側面に接続されているから、
上階の建物ユニットの床の上を歩いたり、床の上に物を
落下させて、床が振動し、その結果、下階の建物ユニッ
トの天井梁が振動しても、この振動は、天井梁と補強梁
との間にある板状の制振材によって吸収され、隣の建物
ユニットに伝播されない。
According to the second aspect of the present invention, the side of the ceiling beam of the building unit having one pillar omitted corner from the side of the ceiling beam of the building unit having the other pillar omitted corner is substantially linear. Since a reinforcing beam is attached and this reinforcing beam is connected to the side of the ceiling beam with a plate-shaped damping material in between,
Even if the floor vibrates by walking on the floor of the building unit on the upper floor or dropping an object on the floor, and as a result the ceiling beams of the building unit on the lower floor vibrate, this vibration will not It is absorbed by the plate-shaped damping material between the beam and the reinforcing beam, and is not transmitted to the adjacent building unit.

【0020】しかも、この天井梁と制振材との接触面の
高さを、天井梁の上から下までの高さにすることができ
る。このように、この制振材と天井梁との高く広い接触
面で振動を吸収することができるので、大きな重量衝撃
音を発生させる天井梁の振動も吸収することができ、更
には、一方の建物ユニットの天井梁から他方の建物ユニ
ットの天井梁までの長いスパンの天井梁であっても、床
振動を吸収することができる。従って、下階の人が不愉
快にならない。
In addition, the height of the contact surface between the ceiling beam and the damping material can be set from the top to the bottom of the ceiling beam. As described above, vibration can be absorbed by the high and wide contact surface between the damping material and the ceiling beam, so that the vibration of the ceiling beam that generates a large weight impact sound can be absorbed. Even a ceiling beam having a long span from a ceiling beam of a building unit to a ceiling beam of another building unit can absorb floor vibration. Therefore, people on lower floors are not uncomfortable.

【0021】[0021]

【発明の実施の形態】次に、本発明の実施の形態を示
す。 (実施例1)図1〜図6は本発明の一実施例を示すもの
で、図1(イ)はユニット建物を示す斜視説明図、
(ロ)は(イ)の1階部分の建物ユニットの配置を示す
平面視配置図、図2は汎用建物ユニットの骨格を示す斜
視説明図、図3は柱省略角部を有する建物ユニットの骨
格を示す斜視説明図、図4は柱省略建物ユニットに複合
材と制振材を取り付けている状態を示す斜視説明図、図
5は複合材の斜視図、図6は柱省略角部を有する建物ユ
ニットに複合材を取り付けた状態の主要部を示す斜視説
明図である。
Next, an embodiment of the present invention will be described. (Embodiment 1) FIGS. 1 to 6 show an embodiment of the present invention, and FIG. 1 (a) is a perspective explanatory view showing a unit building.
(B) is a plan view layout showing the arrangement of the building units on the first floor of (a), FIG. 2 is a perspective explanatory view showing a skeleton of a general-purpose building unit, and FIG. FIG. 4 is a perspective explanatory view showing a state in which a composite material and a vibration damping material are attached to a column-omitted building unit, FIG. 5 is a perspective view of the composite material, and FIG. 6 is a building having a column-omitted corner portion. It is a perspective explanatory view which shows the principal part in the state which attached the composite material to the unit.

【0022】図1〜図6において、Uはユニット建物で
あり、このユニット建物Uは、図1に示すように、基礎
9の上に5個の汎用建物ユニット1と4個の柱省略角部
を有する建物ユニット2とが据え付けられ、この5個の
汎用建物ユニット1と4個の柱省略角部を有する建物ユ
ニット2の上に9個の汎用建物ユニット1が据え付けら
れ、この9個の汎用建物ユニット1の上に屋根ユニット
4(屋根ユニットの境界線省略)が据え付けられたもの
である。
In FIGS. 1 to 6, U is a unit building. As shown in FIG. 1, this unit building U has five general-purpose building units 1 and four pillar omitted corners on a foundation 9 as shown in FIG. Is installed, and nine general-purpose building units 1 are installed on the five general-purpose building units 1 and the building unit 2 having the four pillar omitted corner portions, and the nine general-purpose building units 1 are installed. The roof unit 4 (the boundary line of the roof unit is omitted) is installed on the building unit 1.

【0023】汎用建物ユニット1は、図2に示すよう
に、矩形状の四隅に立設した4本の柱11と、この4本
の柱11の上端部を矩形状の辺に沿って連結した天井梁
13と、この4本の柱11の下端部を矩形状の辺に沿っ
て連結した床梁12とからなる骨格を有し、この相対す
る天井梁13、13間に天井小梁17を差し渡し、この
天井小梁17の下面に天井材を取り付けて天井を形成
し、相対する床梁12、12間に床小梁15を差し渡
し、この床小梁15の上に床根太16を取り付け、この
床根太16の上に床材を取り付けて床を形成し、壁を設
ける場所には、天井梁13と床梁12との間に間柱19
を取り付け、この間柱19に外壁パネルや内壁パネルを
取り付けて壁を形成し、種々な仕上げを行ったものであ
る。
As shown in FIG. 2, the general-purpose building unit 1 has four pillars 11 erected at four corners of a rectangular shape, and upper ends of the four pillars 11 are connected along a rectangular side. It has a skeleton composed of a ceiling beam 13 and a floor beam 12 in which the lower ends of the four pillars 11 are connected along a rectangular side, and a ceiling beam 17 is provided between the opposed ceiling beams 13. A ceiling material is attached to the lower surface of the ceiling beam 17 to form a ceiling, a floor beam 15 is inserted between the opposing floor beams 12, 12, and a floor joist 16 is attached on the floor beam 15, A floor material is mounted on the floor joist 16 to form a floor, and where a wall is provided, a stud 19 is provided between the ceiling beam 13 and the floor beam 12.
A wall is formed by attaching an outer wall panel or an inner wall panel to the stud 19, and various finishings are performed.

【0024】柱省略角部を有する建物ユニット2は、図
3に示すように、矩形状の四隅に配置した3本の柱21
と上下にジョイント材31、32を仮固定した仮柱3
と、この3本の柱21の上端部やジョイント材31を矩
形状の辺に沿って連結した天井梁23と、この2本の柱
21の下端部やジョイント材32を矩形状の辺に沿って
連結した床梁22とからなる骨格を有し、この相対する
天井梁23、23間に天井小梁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し、
相対する床梁22、22間に床小梁25を差し渡し、こ
の床小梁25の上に床根太26取り付け、この床根太2
6の上に床材を取り付けて床を形成し、壁を設ける場所
には、天井梁23と床梁22との間に間柱29を取り付
け、この間柱29に外壁パネルや内壁パネルを取り付け
て壁を形成し、種々な仕上げを行ったものである。尚、
この柱省略角部を有する建物ユニット2では、据え付け
た後に仮柱3を取り除いて柱を省略するのである。
As shown in FIG. 3, the building unit 2 having the pillar omitted corners has three pillars 21 arranged at four corners of a rectangular shape.
And temporary column 3 with joint materials 31 and 32 temporarily fixed vertically
And a ceiling beam 23 connecting the upper end portions of the three columns 21 and the joint member 31 along the rectangular side, and the lower ends of the two columns 21 and the joint member 32 along the rectangular side. A ceiling beam is inserted between the opposed ceiling beams 23, 23, and a ceiling material is attached to the lower surface of the ceiling beam 27 to form a ceiling;
A floor beam 25 is inserted between the opposing floor beams 22, 22, a floor joist 26 is mounted on the floor beam 25, and the floor joist 2
6, a floor material is attached to form a floor, and a stud 29 is attached between a ceiling beam 23 and a floor beam 22 at a place where a wall is to be provided, and an outer wall panel or an inner wall panel is attached to the stud 29. And various finishes are performed. still,
In the building unit 2 having the pillar omitted corner, the temporary pillar 3 is removed after installation, and the pillar is omitted.

【0025】汎用建物ユニット1および柱省略角部を有
する建物ユニット2は、共に、短辺方向の長さがほぼ2
400mmであり、長辺方向の長さがほぼ5400mm
であり、高さがほぼ2800mmである。
Both the general-purpose building unit 1 and the building unit 2 having the column omitted corner have a length of approximately 2 in the short side direction.
400 mm and the length in the long side direction is approximately 5400 mm
And the height is approximately 2800 mm.

【0026】5は短辺方向の天井梁23を補強する複合
材であり、この複合材5は、図5に示すように、1枚の
厚みがほぼ9.6mmの合成ゴムの制振材52の両側に
厚みがほぼ3.2mmの鋼板製の補強梁51、51が重
合され、所々がスポット溶接59され、高力ボルトで接
合する場所に鋼製の板状体である接合板53が溶接され
た板状体であり、長さはほぼ4800mm(建物ユニッ
ト2を長辺を対峙させて据え付けたときの両方の短辺の
長さの和にほぼ同じ)で、高さがほぼ350mm(汎用
建物ユニット1の床梁の高さ(ほぼ150mm)と柱省
略角部を有する建物ユニット2の天井梁の高さ(ほぼ2
00mm)の合計の高さとほぼ同じ)である。
5 is a composite material for reinforcing the ceiling beam 23 in the short side direction. As shown in FIG. 5, the composite material 5 is a synthetic rubber vibration damping material 52 having a thickness of about 9.6 mm. The reinforcement beams 51, 51 made of a steel plate having a thickness of approximately 3.2 mm are superimposed on both sides of the steel plate, and spot welding 59 is performed in some places. Is approximately 4800 mm (substantially the same as the sum of the lengths of both short sides when the building unit 2 is installed with the long sides facing each other), and the height is approximately 350 mm (general purpose) The height of the floor beam of the building unit 1 (approximately 150 mm) and the height of the ceiling beam of the building unit 2 having the column omitted corner (approximately 2 mm)
00 mm).

【0027】そして、ユニット建物Uは、柱省略角部を
有する建物ユニット2が、長辺同士を対峙させ、柱省略
角部を突き合わせて据え付けられ、図4に示すように、
柱省略角部を有する建物ユニット2の短辺の天井梁23
が対峙しているほぼ一直線状になっている隙間56に複
合材5が挿入されて天井梁23に添えられ、両側の短辺
の天井梁23と複合材5とが高力ボルト・ナットで接続
され、柱省略角部を有する建物ユニット2の長辺の天井
梁23が対峙している隙間に制振材6が挿入され、両側
の天井梁23と制振材6とがボルト・ナットで接続さ
れ、仮柱3がジョイント材31、32から取り外され、
この柱省略角部を有する建物ユニット2の周囲に汎用建
物ユニット1が長辺同士や短辺同士を対峙させて据え付
けられ、天井梁23が対峙している隙間に合成ゴム製の
制振材6が挿入され、この制振材6を挟んでボルトナッ
トで両側の天井梁23が接続されて1階が構成され、こ
の1階の汎用建物ユニット1および柱省略角部を有する
建物ユニット2の上に汎用建物ユニット1が据え付けら
れて2階が構成され、この2階の建物ユニット2の上に
屋根ユニット4が据え付けられたものである。屋根ユニ
ット4の構造は従来と同じであるので説明を省略する。
In the unit building U, the building unit 2 having the pillar omitted corners is installed with the long sides facing each other and the pillar omitted corners abutted, as shown in FIG.
Ceiling beams 23 on the short side of the building unit 2 having the column omitted corners
The composite material 5 is inserted into a substantially linear gap 56 facing the ceiling beam 23 and attached to the ceiling beam 23, and the ceiling beam 23 on both short sides and the composite material 5 are connected with high-strength bolts and nuts. Then, the damping material 6 is inserted into the gap where the ceiling beam 23 on the long side of the building unit 2 having the column omitted corner portion faces, and the ceiling beam 23 on both sides and the vibration damping material 6 are connected by bolts and nuts. Then, the temporary column 3 is removed from the joint members 31 and 32,
The general-purpose building unit 1 is installed around the building unit 2 having the pillar omitted corner with the long sides and the short sides facing each other, and the synthetic rubber vibration damping material 6 is provided in the gap where the ceiling beam 23 faces. Is inserted, and the ceiling beams 23 on both sides are connected by bolts and nuts with the vibration damping material 6 interposed therebetween to form a first floor. The first floor of the general-purpose building unit 1 and the building unit 2 having the column omitted corner portion are formed on the first floor. A general-purpose building unit 1 is installed on the second floor to form a second floor, and a roof unit 4 is installed on the building unit 2 on the second floor. Since the structure of the roof unit 4 is the same as the conventional one, the description is omitted.

【0028】次に、このユニット建物Uの施工方法を説
明する。工場で、図2に示すように、矩形状の四隅に4
本の柱11を立設し、この4本の柱11の上端部を天井
梁13で矩形状の辺に沿って連結し、この4本の柱11
の下端部を床梁12で矩形状の辺に沿って連結して汎用
建物ユニット1の骨格を製造する。
Next, a method of constructing the unit building U will be described. At the factory, as shown in FIG.
The four pillars 11 are erected, and the upper ends of the four pillars 11 are connected along a rectangular side by ceiling beams 13.
Of the general-purpose building unit 1 is manufactured by connecting the lower ends of the base units along the rectangular sides with the floor beams 12.

【0029】次に、この汎用建物ユニット1の骨格の相
対する天井梁13、13間に天井小梁17を差し渡し、
この天井小梁17の下面に天井材を取り付けて天井を形
成し、相対する床梁12、12間に床小梁15を差し渡
し、この床小梁15の上に床根太16を取り付け、この
床根太16の上に床材を取り付けて床と形成し、壁を設
ける場所には、天井梁13と床梁12との間に間柱19
を取り付け、この間柱19に外壁パネルや内壁パネルを
取り付けて壁を形成し、種々な仕上げを行って汎用建物
ユニット1を製造する。
Next, a small ceiling beam 17 is inserted between the opposite ceiling beams 13, 13 of the skeleton of the general-purpose building unit 1,
A ceiling material is attached to the lower surface of the ceiling beam 17 to form a ceiling, a floor beam 15 is inserted between the opposed floor beams 12, 12, and a floor joist 16 is mounted on the floor beam 15. A floor material is mounted on the joist 16 to form a floor, and a wall is provided at a place where a stud 19 is provided between the ceiling beam 13 and the floor beam 12.
The exterior wall panel or the interior wall panel is attached to the stud 19 to form a wall, and various finishings are performed to manufacture the general-purpose building unit 1.

【0030】又、図3に示すように、平面矩形状の四隅
に3本の柱21と上下にジョイント材31、32を仮固
定した仮柱3とを立設し、この3本の柱11の上端部や
ジョイント材31を天井梁23で矩形状の辺に沿って連
結し、この2本の柱11の下端部やジョイント材32を
床梁22で矩形状の辺に沿って連結して柱省略角部を有
する建物ユニット2の骨格を製造する
As shown in FIG. 3, three pillars 21 and temporary pillars 3 to which joint materials 31 and 32 are temporarily fixed are provided upright at four corners of a plane rectangular shape. The upper end and the joint member 31 are connected along the rectangular side by the ceiling beam 23, and the lower end of the two columns 11 and the joint member 32 are connected along the rectangular side by the floor beam 22. Manufacture the skeleton of the building unit 2 having the pillar omitted corners

【0031】次に、この柱省略角部を有する建物ユニッ
ト2の骨格の相対する天井梁23、23間に天井小梁2
7を差し渡し、この天井小梁27の下面に天井材を取り
付けて天井を形成し、相対する床梁22、22間に床小
梁24を差し渡し、この上に床根太25を取り付け、こ
の床根太25の上に床材を取り付けて床を形成し、壁を
設ける場所には、天井梁23と床梁22との間に間柱2
9を取り付け、この間柱29に外壁パネルや内壁パネル
を取り付けて壁を形成し、種々な仕上げを行って柱省略
角部を有する建物ユニット2を製造する。
Next, the ceiling beam 2 is located between the opposite ceiling beams 23 of the skeleton of the building unit 2 having the pillar omitted corners.
7, a ceiling material is attached to the lower surface of the ceiling beam 27 to form a ceiling, a floor beam 24 is inserted between the opposed floor beams 22, 22, a floor joist 25 is mounted thereon, and this floor joist is attached. 25, a floor material is attached to form a floor, and where a wall is to be provided, a stud 2 is provided between a ceiling beam 23 and a floor beam 22.
9 is attached, and an outer wall panel or an inner wall panel is attached to the stud 29 to form a wall, and various finishings are performed to manufacture the building unit 2 having a pillar omitted corner portion.

【0032】1枚の制振材52の両側に補強梁51、5
1を重合し、所々をスポット溶接59し、高力ボルトで
接合する場所に接合板53を溶接して複合材5を製造す
る。又、制振材6、屋根ユニット4等を製造する。この
汎用建物ユニット1、柱省略角部を有する建物ユニット
2、複合材5、制振材6、屋根ユニット4等を施工現場
に運搬する。
Reinforcing beams 51, 5 are provided on both sides of one damping material 52.
The composite material 5 is manufactured by polymerizing 1, performing spot welding 59 in places, and welding the joining plate 53 to a place to be joined with a high-strength bolt. Further, the vibration damper 6, the roof unit 4, and the like are manufactured. The general-purpose building unit 1, the building unit 2 having the pillar omitted corner, the composite material 5, the vibration damping material 6, the roof unit 4, and the like are transported to the construction site.

【0033】施工現場では、予め設けている基礎9の上
に、柱省略角部を有する建物ユニット2を、長辺同士を
対峙させ、柱省略角部を突き合わせて据え付け、図4に
示すように、ほぼ一直線状になっている柱省略角部を有
する建物ユニット2の短辺の天井梁23が対峙している
隙間55に複合材5を挿入し、柱省略角部を有する建物
ユニット2の長辺の天井梁23が対峙している2箇所の
隙間65、66に制振材6を挿入し、この複合材5を挟
んで両側の天井梁23を高力ボルト・ナットで接続し、
制振材6を挟んで両側の天井梁23をボルト・ナットで
接続した後、仮柱3をジョイント材31、32から取り
外し、この周囲に汎用建物ユニット1を長辺同士や短辺
同士を対峙させて据え付け、制振材6を挟んで天井梁2
3、23を接続して、1階を完成させる。
At the construction site, the building unit 2 having the pillar omitted corners is installed on the pre-installed foundation 9 with the long sides facing each other and the pillar omitted corners abutted, as shown in FIG. The composite material 5 is inserted into the gap 55 facing the ceiling beam 23 on the short side of the building unit 2 having the pillar omitted corner portion which is substantially straight, and the length of the building unit 2 having the pillar omitted corner portion is reduced. The vibration damping material 6 is inserted into two gaps 65 and 66 where the side ceiling beams 23 face each other, and the ceiling beams 23 on both sides are connected with high strength bolts and nuts across the composite material 5.
After connecting the ceiling beams 23 on both sides with bolts and nuts with the vibration damping material 6 therebetween, the temporary pillar 3 is removed from the joint materials 31 and 32, and the general-purpose building unit 1 is surrounded by the long sides and short sides. Install the ceiling beam 2 with the damping material 6 in between.
Connect 3 and 23 to complete the first floor.

【0034】次に、この1階の汎用建物ユニット1およ
び柱省略角部を有する建物ユニット2の上に汎用建物ユ
ニット1を据え付けて2階を完成させ、この2階の建物
ユニット2の上に屋根ユニット4を据え付け、その他の
仕上げを行うとユニット建物Uが完成する。このように
して完成したユニット建物Uでは、この柱省略部を有す
る建物ユニット2を、汎用建物ユニット1等と組み立て
た後に、仮柱3をジョイント材31、32から外してい
るので、この仮柱3の部分に広く連続した居住空間を形
成させることができる。
Next, the general-purpose building unit 1 is mounted on the general-purpose building unit 1 on the first floor and the building unit 2 having the column-abbreviated corners to complete the second floor. When the roof unit 4 is installed and other finishing is performed, the unit building U is completed. In the unit building U completed in this way, the temporary column 3 is removed from the joint members 31 and 32 after assembling the building unit 2 having the column omitted portion with the general-purpose building unit 1 and the like. A wide and continuous living space can be formed in the portion 3.

【0035】又、柱省略角部を付き合わせた4個の柱省
略角部を有する4個の建物ユニット2、2、2、2のほ
ぼ一直線状になっている一方の柱省略角部を有する対峙
する建物ユニット2、2の天井梁23の隙間から他方の
柱省略角部を有する対峙する建物ユニット2、2の天井
梁23の隙間に、補強梁51と制振材52とを重合した
板状の複合材5が挿入され、この複合材5が天井梁23
の側面に添えられ、この複合材5が天井梁23に接続さ
れているから、2階の汎用建物ユニット1の床の上を歩
いたり、床の上に物を落下させると、床が振動し、その
結果、1階の柱省略角部を有する建物ユニット2の天井
梁23が振動しても、この振動は、天井梁23に接続さ
れている複合材5の中の制振材52によって吸収され、
隣の建物ユニット1、2に伝播されない。
One of the four building units 2, 2, 2, 2 having four pillar omitted corners joined with the pillar omitted corners has one pillar omitted corner which is substantially in a straight line. A plate in which a reinforcing beam 51 and a vibration damping material 52 are overlapped with a gap between the ceiling beams 23 of the building units 2 and 2 facing each other from a gap between the ceiling beams 23 of the building units 2 and 2 facing each other. The composite material 5 is inserted, and the composite material 5 is
And the composite material 5 is connected to the ceiling beam 23, so that when the user walks on the floor of the general-purpose building unit 1 on the second floor or drops an object on the floor, the floor vibrates. As a result, even if the ceiling beam 23 of the building unit 2 having the column omitted corner portion on the first floor vibrates, this vibration is absorbed by the vibration damping material 52 in the composite material 5 connected to the ceiling beam 23. And
It is not propagated to neighboring building units 1 and 2.

【0036】しかも、この複合材5の制振材52の高さ
はほぼ350mm(1階の天井梁と2階の床梁の合計の
高さ)である。このように、この高く広い面積の制振材
52で振動を吸収することができるので、大きな重量衝
撃音を発生させる天井梁23の振動も吸収することがで
き、更には、複合材5で補強された一方の柱省略角部を
有する建物ユニット2の天井梁23から他方の柱省略角
部を有する建物ユニット2の天井梁23までの長いスパ
ンの天井梁23であっても、床振動を吸収することがで
きる。従って、下階の人が不愉快にならない。
Moreover, the height of the damping material 52 of the composite material 5 is approximately 350 mm (the total height of the ceiling beam on the first floor and the floor beam on the second floor). As described above, since the vibration can be absorbed by the vibration damping material 52 having a large area, the vibration of the ceiling beam 23 that generates a large heavy impact sound can be absorbed. Even if the ceiling beam 23 has a long span from the ceiling beam 23 of the building unit 2 having one pillar omitted corner to the ceiling beam 23 of the building unit 2 having the other pillar omitted corner, the floor vibration is absorbed. can do. Therefore, people on lower floors are not uncomfortable.

【0037】(実施例2)図7は本発明の他の実施例を
示すもので、柱省略建物ユニットに制振材を取り付けた
状態の主要部を示す斜視説明図である。
(Embodiment 2) FIG. 7 shows another embodiment of the present invention, and is a perspective explanatory view showing a main part in a state where a damping material is attached to a pillar-omitted building unit.

【0038】図7に示す実施例2を図1〜図6に示す実
施例1と比較すると、複合板がなく、補強梁7aと天井
梁23aとの間に制振材6aと当接板76aとを挟んだ
状態にして、補強梁7aが天井梁23aに取り付けられ
ていること、通常のボルト58aで接続されていること
が異なる。その他の構造および使用方法は実施例1とほ
ぼ同じであるので説明を省略する。
When the second embodiment shown in FIG. 7 is compared with the first embodiment shown in FIGS. 1 to 6, there is no composite plate, and the damping material 6a and the contact plate 76a are provided between the reinforcing beam 7a and the ceiling beam 23a. The difference is that the reinforcing beam 7a is attached to the ceiling beam 23a and that the reinforcing beam 7a is connected by a normal bolt 58a. Other structures and methods of use are almost the same as those in the first embodiment, and thus description thereof is omitted.

【0039】この実施例2のユニット建物では、ほぼ一
直線状になっている柱省略角部を通過する一方の柱省略
角部を有する建物ユニットの天井梁23aの側面から他
方の建物ユニットの天井梁23aの側面に補強梁7aが
添えられ、この補強梁7aが板状の制振材6aを挟んで
天井梁23aに接続されているから、2階の汎用建物ユ
ニットの床の上を歩いたり、床の上に物を落下させて、
床が振動し、その結果、1階の柱省略角部を有する建物
ユニットの天井梁23aが振動しても、この振動は、天
井梁23aと補強梁7aとの間にある板状の制振材6a
によって吸収され、隣の建物ユニットに伝播されない。
In the unit building according to the second embodiment, the side of the ceiling beam 23a of the building unit having one pillar omitted corner portion passing through the substantially straight pillar omitted corner portion is connected to the ceiling beam of the other building unit. A reinforcing beam 7a is attached to the side surface of 23a, and the reinforcing beam 7a is connected to the ceiling beam 23a with the plate-shaped damping material 6a interposed therebetween. Drop things on the floor,
Even if the floor vibrates, as a result, even if the ceiling beam 23a of the building unit having the pillar omitted corner portion on the first floor vibrates, this vibration is caused by the plate-like vibration damping between the ceiling beam 23a and the reinforcing beam 7a. Lumber 6a
And not propagated to neighboring building units.

【0040】しかも、この制振材6aと天井梁23aと
の接触面の高さは、天井梁23aの高さ(ほぼ200m
m)にほぼ等しい。このように、この制振材6aと天井
梁23aとの高く広い面積で振動を吸収することができ
るので、大きな重量衝撃音を発生させる天井梁23aの
振動も吸収することができ、更には、補強梁7aで補強
された一方の柱省略角部を有する建物ユニットの天井梁
23aから他方の柱省略角部を有する建物ユニットの天
井梁23aまでの長いスパンの天井梁であっても、床振
動を吸収することができる。従って、1階の人が不愉快
にならない。
Further, the height of the contact surface between the damping material 6a and the ceiling beam 23a is equal to the height of the ceiling beam 23a (approximately 200 m).
m). As described above, since vibration can be absorbed in a high and wide area between the damping material 6a and the ceiling beam 23a, the vibration of the ceiling beam 23a that generates a large weight impact sound can be absorbed. Even if the ceiling beam has a long span from the ceiling beam 23a of the building unit having the one pillar omitted corner to the ceiling beam 23a of the building unit having the other pillar omitted corner, the floor vibration is reinforced by the reinforcing beam 7a. Can be absorbed. Therefore, people on the first floor do not become uncomfortable.

【0041】(実施例3)図8および図9は本発明の別
の実施例を示すもので、図8は複合材の斜視図、図9は
柱省略建物ユニットに複合材を取り付けた状態の主要部
を示す斜視説明図である。
(Embodiment 3) FIGS. 8 and 9 show another embodiment of the present invention. FIG. 8 is a perspective view of a composite material, and FIG. It is a perspective explanatory view showing a main part.

【0042】図8および図9に示す実施例3を図1〜図
6に示す実施例1と比較すると、複合板5bが補強材5
1bの両側の天井梁23bが当接する場所(高さが天井
梁23bとほぼ同じ)に制振材52bが接着剤で取り付
けられていること、高力ボルト58bで接続される場所
には制振材52bがなく、当接板53bが取り付けられ
ていることが異なる。その他の構造は実施例1とほぼ同
じであるので説明を省略する。その他の構造および使用
方法は実施例1とほぼ同じであるので説明を省略する。
When the embodiment 3 shown in FIGS. 8 and 9 is compared with the embodiment 1 shown in FIGS. 1 to 6, the composite plate 5b is
The vibration damping material 52b is attached with an adhesive at a place where the ceiling beam 23b abuts on both sides of 1b (the height is almost the same as the ceiling beam 23b), and vibration damping is performed at a place where it is connected with the high-strength bolt 58b. The difference is that there is no member 52b and the contact plate 53b is attached. The other structure is almost the same as that of the first embodiment, and the description is omitted. Other structures and methods of use are almost the same as those in the first embodiment, and thus description thereof is omitted.

【0043】この実施例3のユニット建物では、ほぼ一
直線状になっている柱省略角部を通過する一方の柱省略
角部を有する建物ユニットの天井梁23bの側面から他
方の建物ユニットの天井梁23bの側面に複合材5bが
添えられ、この複合材5bを挟んで天井梁23bが接続
されているから、2階の汎用建物ユニットの床の上を歩
いたり、床の上に物を落下させて、床が振動し、その結
果、1階の柱省略角部を有する建物ユニットの天井梁2
3bが振動しても、この振動は、天井梁23bの間にあ
る複合材5bの両側に取り付けられている制振材52b
によって吸収され、隣の建物ユニット1、2に伝播され
ない。
In the unit building according to the third embodiment, the side of the ceiling beam 23b of the building unit having one pillar omitted corner portion passing through the substantially straight pillar omitted corner portion is connected to the ceiling beam of the other building unit. The composite material 5b is attached to the side surface of the composite material 23b, and the ceiling beam 23b is connected across the composite material 5b. Therefore, the user walks on the floor of the general-purpose building unit on the second floor or drops an object on the floor. As a result, the floor vibrates, and as a result, the ceiling beam 2 of the building unit having the pillar omitted corner on the first floor.
Even if the vibration of the vibration damper 3b is caused, the vibration is generated by the vibration damping members 52b attached to both sides of the composite material 5b between the ceiling beams 23b.
And is not propagated to neighboring building units 1 and 2.

【0044】しかも、この天井梁23bと制振材52b
との接触面の高さは、天井梁23aの高さ(ほぼ200
mm)にほぼ等しい。このように、この制振材52bと
天井梁23bとの高く広い面積の接触面で振動を吸収す
ることができるので、大きな重量衝撃音を発生させる天
井梁23bの振動も吸収することができ、更には、複合
材5bで補強された一方の柱省略角部を有する建物ユニ
ットの天井梁23bから他方の柱省略角部を有する建物
ユニットの天井梁23bまでの長いスパンの天井梁であ
っても、床振動を吸収することができる。従って、1階
の人が不愉快にならない。
Moreover, the ceiling beam 23b and the damping material 52b
The height of the contact surface with the ceiling beam 23a (approximately 200
mm). In this way, vibration can be absorbed by the high and wide contact surface between the vibration damping material 52b and the ceiling beam 23b, so that the vibration of the ceiling beam 23b that generates a large impact sound can also be absorbed. Furthermore, even a ceiling beam having a long span from the ceiling beam 23b of the building unit having one pillar omitted corner to the ceiling beam 23b of the building unit having the other pillar omitted corner reinforced by the composite material 5b may be used. , Can absorb floor vibration. Therefore, people on the first floor do not become uncomfortable.

【0045】[0045]

【発明の効果】請求項1記載の発明では、ほぼ一直線状
になっている一方の柱省略角部を有する建物ユニットの
天井梁の側面から他方の柱省略角部を有する建物ユニッ
トの天井梁の側面に、補強梁と制振材とが重合された板
状の複合材が添えられ、この補強梁が天井梁に接続さて
いるから、上階の建物ユニットの床の上を歩いたり、床
の上に物を落下させて、床が振動し、その結果、下階の
建物ユニットの天井梁が振動しても、この振動は、天井
梁に接続されている複合材の中の制振材によって吸収さ
れ、隣の建物ユニットに伝播されない。
According to the first aspect of the present invention, the ceiling beam of the building unit having the pillar omitted corner from the side of the ceiling beam of the building unit having one pillar omitted corner which is substantially linear. A plate-like composite material in which reinforcing beams and damping materials are superimposed is attached to the side surface, and since this reinforcing beam is connected to the ceiling beam, it is possible to walk on the floor of the building unit on the upper floor, Even if an object is dropped on the floor and the floor vibrates, and as a result, the ceiling beams of the building unit on the lower floor vibrate, this vibration is caused by the damping material in the composite material connected to the ceiling beams. Absorbed and not propagated to neighboring building units.

【0046】しかも、この複合材の中の制振材の高さ
を、天井梁の高さ、または、下階の天井梁から上階の床
梁までの高さにすることができるので、大きな重量衝撃
音を発生させる振動も吸収することができ、更には、一
方の建物ユニットの天井梁から他方の建物ユニットの天
井梁までの長いスパンであっても、床振動を吸収するこ
とができる。従って、下階の人が不愉快にならない。
In addition, the height of the vibration damping material in the composite material can be made equal to the height of the ceiling beam or the height from the ceiling beam on the lower floor to the floor beam on the upper floor. Vibrations that generate heavy impact noise can also be absorbed, and floor vibrations can be absorbed even from a long span from the ceiling beam of one building unit to the ceiling beam of the other building unit. Therefore, people on lower floors are not uncomfortable.

【0047】請求項2記載の発明では、ほぼ一直線状に
なっている一方の柱省略角部を有する建物ユニットの天
井梁の側面から他方の柱省略角部を有する建物ユニット
の天井梁の側面に補強梁が添着され、この補強梁が板状
の制振材を挟んで天井梁に接続されているから、上階の
建物ユニットの床の上を歩いたり、床の上に物を落下さ
せて、床が振動し、その結果、下階の建物ユニットの天
井梁が振動しても、この振動は、天井梁と補強梁との間
にある板状の制振材によって吸収され、隣の建物ユニッ
トに伝播されない。
According to the second aspect of the present invention, from the side of the ceiling beam of the building unit having one pillar omitted corner which is substantially linear, the side of the ceiling beam of the building unit having the other pillar omitted corner is formed. Reinforcement beams are attached, and the reinforcement beams are connected to the ceiling beams with a plate-shaped damping material interposed between them, so they can walk on the floor of the building unit on the upper floor or drop objects on the floor. Even if the floor vibrates and the ceiling beam of the building unit on the lower floor vibrates as a result, this vibration is absorbed by the plate-shaped damping material between the ceiling beam and the reinforcing beam, and Not propagated to units.

【0048】しかも、この制振材の高さを、天井梁の高
さとほぼ同じにすることができるので、大きな重量衝撃
音を発生させる振動も吸収することができ、更に、一方
の建物ユニットの天井梁から他方の建物ユニットの天井
梁までの長いスパンであっても、床振動を吸収すること
ができる。従って、下階の人が不愉快にならない。
Moreover, since the height of the vibration damping material can be made substantially the same as the height of the ceiling beam, it is possible to absorb the vibration that generates a loud impact noise, and furthermore, it is possible to absorb the vibration of one of the building units. Even in a long span from the ceiling beam to the ceiling beam of the other building unit, floor vibration can be absorbed. Therefore, people on lower floors are not uncomfortable.

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

【図1】本発明の一実施例を示すもので、(イ)はユニ
ット建物を示す斜視説明図、(ロ)は(イ)の1階部分
の建物ユニットの配置を示す平面視配置図である。
FIG. 1 shows an embodiment of the present invention, in which (a) is a perspective explanatory view showing a unit building, and (b) is a plan view layout showing the layout of building units on the first floor of (a). is there.

【図2】汎用建物ユニットの骨格を示す斜視説明図であ
る。
FIG. 2 is an explanatory perspective view showing a skeleton of a general-purpose building unit.

【図3】柱省略角部を有する建物ユニットの骨格を示す
斜視説明図である。
FIG. 3 is a perspective explanatory view showing a skeleton of a building unit having a pillar-eliminated corner.

【図4】柱省略建物ユニットに複合材を取り付けている
状態を示す斜視説明図である。
FIG. 4 is a perspective explanatory view showing a state where a composite material is attached to a pillar-omitted building unit.

【図5】複合材の斜視図である。FIG. 5 is a perspective view of a composite material.

【図6】柱省略建物ユニットに複合材を取り付けた状態
の主要部を示す斜視説明図である。
FIG. 6 is a perspective explanatory view showing a main part in a state where a composite material is attached to a column-omitted building unit.

【図7】本発明の他の実施例を示すもので、柱省略建物
ユニットに複合材を取り付けた状態の主要部を示す斜視
説明図である。
FIG. 7 shows another embodiment of the present invention, and is a perspective explanatory view showing a main part in a state where a composite material is attached to a column-omitted building unit.

【図8】本発明の別の実施例を示すもので、複合材の斜
視図である。
FIG. 8 is a perspective view of a composite according to another embodiment of the present invention.

【図9】柱省略建物ユニットに複合材を取り付けた状態
の主要部を示す斜視説明図である。
FIG. 9 is a perspective explanatory view showing a main part in a state where a composite material is attached to a column-omitted building unit.

【符号の説明】[Explanation of symbols]

U ユニット建物 1 汎用建物ユニット 2 柱省略角部を有する建物ユニッ
ト 23、23a、23b 天井梁 5、5b 複合材 51、51b 補強梁 52、52b 制振材 6a 制振材 7a 補強梁
U unit building 1 general-purpose building unit 2 building unit 23, 23a, 23b ceiling beam 5, 5b composite material 51, 51b reinforcing beam 52, 52b damping material 6a damping material 7a reinforcing beam

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 柱と床梁と天井梁とを平面矩形状の箱形
に連結し、且つ、この平面矩形状の一角に柱を省略した
柱省略角部を有する2乃至4個の建物ユニットが柱省略
角部を互いに突き合わせて据え付けられたユニット建物
において、前記柱省略角部を付き合わせたほぼ一直線状
になっている一方の柱省略角部を有する建物ユニットの
天井梁の側面から他方の柱省略角部を有する建物ユニッ
トの天井梁の側面に、補強梁と制振材とを重合した板状
の複合材が添えられ、この複合材が天井梁に接続されて
いることを特徴とするユニット建物。
1. Two to four building units that connect a column, a floor beam, and a ceiling beam into a rectangular box shape and have a pillar-eliminated corner in which the pillar is omitted in one corner of the planar rectangle. In a unit building in which the pillar omitted corners are abutted against each other, the one from the side of the ceiling beam of the building unit having one pillar omitted corner which is substantially linear with the pillar omitted corners joined to the other. A side wall of a ceiling beam of a building unit having a pillar-eliminated corner is provided with a plate-shaped composite material obtained by superimposing a reinforcing beam and a vibration damping material, and the composite material is connected to the ceiling beam. Unit building.
【請求項2】 柱と床梁と天井梁とを平面矩形状の箱形
に連結し、且つ、この平面矩形状の一角に柱を省略した
柱省略角部を有する2乃至4個の建物ユニットが柱省略
角部を互いに突き合わせて据え付けられたユニット建物
において、前記柱省略角部を付き合わせたほぼ一直線状
になっている一方の柱省略角部を有する建物ユニットの
天井梁の側面から他方の柱省略角部を有する建物ユニッ
トの天井梁の側面に補強梁が添えられ、この補強梁が板
状の制振材を挟んで天井梁に接続されていることを特徴
とするユニット建物。
2. Two to four building units each having a column, a floor beam, and a ceiling beam connected to each other in a plane rectangular box shape, and having a column omitted corner in which the column is omitted in one corner of the plane rectangle. In a unit building in which the pillar omitted corners are abutted against each other, the one from the side of the ceiling beam of the building unit having one pillar omitted corner which is substantially linear with the pillar omitted corners joined to the other. A unit building characterized in that a reinforcing beam is attached to a side surface of a ceiling beam of a building unit having a column omitted corner portion, and the reinforcing beam is connected to the ceiling beam via a plate-shaped damping material.
JP11161290A 1999-06-08 1999-06-08 Unit building Pending JP2000345619A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11161290A JP2000345619A (en) 1999-06-08 1999-06-08 Unit building

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Application Number Priority Date Filing Date Title
JP11161290A JP2000345619A (en) 1999-06-08 1999-06-08 Unit building

Publications (1)

Publication Number Publication Date
JP2000345619A true JP2000345619A (en) 2000-12-12

Family

ID=15732308

Family Applications (1)

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JP11161290A Pending JP2000345619A (en) 1999-06-08 1999-06-08 Unit building

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Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008063898A (en) * 2006-09-11 2008-03-21 Kozo Keikaku Engineering Inc Unit building and vibration control device for unit building
JP2009068210A (en) * 2007-09-12 2009-04-02 Sekisui Chem Co Ltd Vibration control structure of building

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5784218U (en) * 1980-11-13 1982-05-25
JPS6259745A (en) * 1985-09-10 1987-03-16 積水化学工業株式会社 Floor structure
JPS6268949A (en) * 1985-09-18 1987-03-30 積水化学工業株式会社 Building structure
JPH05321512A (en) * 1992-05-22 1993-12-07 Sekisui Chem Co Ltd Unit house
JPH08277580A (en) * 1995-02-10 1996-10-22 Sekisui Chem Co Ltd Unit building and construction method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5784218U (en) * 1980-11-13 1982-05-25
JPS6259745A (en) * 1985-09-10 1987-03-16 積水化学工業株式会社 Floor structure
JPS6268949A (en) * 1985-09-18 1987-03-30 積水化学工業株式会社 Building structure
JPH05321512A (en) * 1992-05-22 1993-12-07 Sekisui Chem Co Ltd Unit house
JPH08277580A (en) * 1995-02-10 1996-10-22 Sekisui Chem Co Ltd Unit building and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008063898A (en) * 2006-09-11 2008-03-21 Kozo Keikaku Engineering Inc Unit building and vibration control device for unit building
JP2009068210A (en) * 2007-09-12 2009-04-02 Sekisui Chem Co Ltd Vibration control structure of building

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