JPH1061018A - Unit building - Google Patents

Unit building

Info

Publication number
JPH1061018A
JPH1061018A JP22268496A JP22268496A JPH1061018A JP H1061018 A JPH1061018 A JP H1061018A JP 22268496 A JP22268496 A JP 22268496A JP 22268496 A JP22268496 A JP 22268496A JP H1061018 A JPH1061018 A JP H1061018A
Authority
JP
Japan
Prior art keywords
building
floor
unit
ceiling
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
JP22268496A
Other languages
Japanese (ja)
Inventor
Katsunori Onishi
克則 大西
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 JP22268496A priority Critical patent/JPH1061018A/en
Publication of JPH1061018A publication Critical patent/JPH1061018A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To reinforce a ceiling beam without providing a reinforcing frame or a middle column at a middle position and extend the ceiling beam by providing a reinforcing material of steel plate on a side surface of a ceiling beam of a building unit in a unit building. SOLUTION: A building unit 3 with a reinforcing material is constituted by providing a ceiling beam 33 and a floor beam 32, each of which is made of steel and has a U-shaped cross section, respectively at upper and lower ends of a steel column 31 having a prism-shaped cross section and disposed at each corner of a rectangle, and a reinforcing material 5 made of steel plate is attached to the outside surface of the ceiling beam 33, on the shorter side of the rectangle, using high-strength bolts. If an auxiliary building unit 4 whose shorter side is about one half of the beam 33 is mounted on the unit 3, a column 41 of the unit 4 is supported by the beam 33 and the material 5 of the unit 3. And if the material 5 is extended outward, a balcony can be provided on the material 5. And by bridging materials 5 between two units 3, a room can be provided on the materials 5. Thus the beams 33 can be easily reinforced and extended, when required.

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】本発明はユニット建物に関す
る。[0001] The present invention relates to a 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、工場で製造し、施工現場に運搬し、施工現場
で上下前後左右に組み立てて建物となすものである。こ
のユニット建物は、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 No. 4 gazette, a box-shaped building unit of fixed size that can be transported, and inside and outside finished building units are manufactured in advance in a factory, transported to a construction site, and transported to a construction site. The building is assembled up, down, front, back, left, and right. This unit building is widely used because it has a feature that it is a standardized building with a short on-site construction period and high dimensional accuracy.

【０００３】このユニット建物に使用する建物ユニット
の骨格は、短辺と長辺とからなる矩形の四隅に配置され
た４本の柱と、この４本の柱の上端部を短辺と長辺に沿
って連結する４本の天井梁と、柱の下端部を短辺と長辺
に沿って連結する４本の床梁とからなるものである。そ
して、この建物ユニットを上下に積み重ねたユニット建
物では、下階の建物ユニットの柱の上に上階の建物ユニ
ットの柱が重なっていて、上階の建物ユニットの荷重を
支える上階の建物ユニットの柱を下階の建物ユニットの
柱が支える構造になっている。しかし、ユニット建物で
は、例えば、宅地の大きさや建築主の要望等によって、
かかる基本サイズの建物ユニット（以後基本建物ユニッ
トと称する）だけでは適応できないことがあるので、基
本建物ユニットの他に床梁や天井梁を小さくした建物ユ
ニット（以後補助建物ユニットと称する）を用意し、宅
地の大きさや要望によって最適大きさのユニット建物に
なるように基本建物ユニットと補助建物ユニットを組み
合わせて使用している。[0003] The skeleton of a building unit used in this unit building is composed of four pillars arranged at four corners of a rectangle having short sides and long sides, and upper ends of the four pillars are connected to the short sides and the long sides. And four floor beams connecting the lower ends of the columns along the short and long sides. And in a unit building in which this building unit is stacked up and down, the pillar of the upper floor building unit overlaps the pillar of the lower floor building unit, and the upper floor building unit that supports the load of the upper floor building unit Is supported by the pillars of the building unit on the lower floor. However, in a unit building, for example, depending on the size of the residential land and the demands of the building owner,
In some cases, the building unit having such a basic size (hereinafter, referred to as a basic building unit) cannot be applied. Therefore, in addition to the basic building unit, a building unit having a reduced floor beam or ceiling beam (hereinafter, referred to as an auxiliary building unit) is prepared. The basic building unit and the auxiliary building unit are used in combination so that the unit building has an optimal size according to the size and demand of the residential land.

【０００４】このように基本建物ユニットと補助建物ユ
ニットを組み合わせた組合せの中には基本建物ユニット
の上に補助建物ユニットを載せて据え付けるものがあ
る。このように基本建物ユニットの上に補助建物ユニッ
トを載せると、上階の補助建物ユニットの柱が下階の基
本建物ユニットの天井梁の上に載り、この天井梁に過重
の負担がかかり、この天井梁が曲がったり折れたりする
危険がある。かかる問題をなくするユニット建物として
は、特開平１−１９２９３６号公報以後従来例１と称す
る）に記載あるように、天井梁と天井梁との間に補強梁
を差し渡して設けたり、特公平７−６２３５号公報（以
後従来例２と称する）に記載あるように、中柱を設け、
この中柱に補強フレームを差し渡す方法等が知られてい
る。[0004] Among the combinations of the basic building unit and the auxiliary building unit as described above, there is a combination in which the auxiliary building unit is mounted on the basic building unit. When the auxiliary building unit is placed on the basic building unit in this way, the pillars of the auxiliary building unit on the upper floor are put on the ceiling beams of the basic building unit on the lower floor, and this ceiling beam is overloaded. There is a risk that the ceiling beam will bend or break. As described in Japanese Patent Application Laid-Open No. 1-192936, hereinafter referred to as Conventional Example 1), as a unit building which eliminates such a problem, a reinforcing beam is provided between ceiling beams and provided. As described in JP-A-6235 (hereinafter referred to as Conventional Example 2), a center pillar was provided,
There is known a method of inserting a reinforcing frame over the center pillar.

【０００５】一方、バルコニー等を設けたユニット建物
では、特開昭６３−１８９５４４号公報（以後従来例３
と称する）に記載あるように、下階の天井梁や上階の床
梁に、バルコニー梁の先端を突き合わせて取り付け、こ
のバルコニー梁の上にバルコニーを設けていた。On the other hand, in a unit building having a balcony or the like, Japanese Unexamined Patent Publication No. 63-189544 (hereinafter referred to as Conventional Example 3)
), The tip of a balcony beam is attached to a ceiling beam on the lower floor or a floor beam on the upper floor, and a balcony is provided on the balcony beam.

【０００６】更に、ユニット建物では、複数個の建物ユ
ニットを上下前後左右に組み立てているが、この建物ユ
ニットは通常四隅に柱が立設されているから、この複数
個の建物ユニットを組み立てると、建物ユニットが突き
合わされた角に設けられている４本の柱が隣合う。する
と、この隣合う４本の柱のある部分では強度が過度にな
るので、この部分の柱を省略すると、コストダウンとな
るので好ましい。このように柱を省略する方法として
は、特公昭６３−５１２２６号公報（以後従来例４と称
する）に記載あるように、２個の建物ユニットを離して
据え付け、この２個の建物ユニットの天井梁の間に継ぎ
梁を差し渡し、この継ぎ梁の先端を天井梁に突き合わせ
て取り付け、この天井梁に天井パネルを取り付けたり床
パネルを取り付けて、この継ぎ梁の上下をそれぞれ部屋
に利用することが知られている。Further, in a unit building, a plurality of building units are assembled vertically, front, rear, left and right. However, since these building units are usually provided with pillars at four corners, when the plurality of building units are assembled, Four pillars provided at the corner where the building units meet are adjacent. Then, since the strength becomes excessive at the portion where the four pillars are adjacent to each other, it is preferable to omit the pillars at this portion because the cost is reduced. As described above, as a method of omitting the pillars, as described in JP-B-63-51226 (hereinafter referred to as Conventional Example 4), two building units are separately installed and the ceiling of the two building units is separated. It is possible to insert a joint beam between beams, attach the end of this joint beam to the ceiling beam, attach a ceiling panel or a floor panel to this ceiling beam, and use the top and bottom of this joint beam for the room. Are known.

【０００７】[0007]

【発明が解決しようとする課題】しかし、従来例１記載
のユニット建物のように、補強梁を天井梁と天井梁の間
に差し渡して設けたり、従来例２記載のユニット建物の
ように、中柱を設けこの中柱に補強フレームを設けるこ
とは煩雑であるし、この補強梁や補強フレームは独立し
て設けられるから、この補強梁や補強フレームだけで上
階の建物ユニットの荷重を支えるためには機械的強度を
大きくする必要であり、高価になる。又、補強梁を天井
梁と天井梁の間に差し渡すと、補強梁の小さい面積の端
面と天井梁の連結を強固にするために補強材の先端にフ
ランジ等を設ける必要があり高価になる。However, as in the unit building described in the conventional example 1, the reinforcing beam is provided so as to extend between the ceiling beams, or in the unit building described in the conventional example 2, It is troublesome to provide a pillar and provide a reinforcement frame on this middle pillar, and since this reinforcement beam and reinforcement frame are provided independently, in order to support the load of the building unit on the upper floor only with this reinforcement beam and reinforcement frame Requires a high mechanical strength and is expensive. In addition, if a reinforcing beam is inserted between a ceiling beam and a ceiling beam, it is necessary to provide a flange or the like at the tip of the reinforcing material in order to strengthen the connection between the end surface of the small area of the reinforcing beam and the ceiling beam, which is expensive. .

【０００８】又、従来例３記載のバルコニーを設けたユ
ニット建物では、天井梁や床梁にバルコニー梁の先端を
突き合わせて取り付けるから、この取付部分にバルコニ
ー梁を下方向に回転させようとする大きな荷重がかか
る。従って、この取付部分を頑丈にするために、従来例
１記載の補強梁や従来例２記載の補強フレームと同様に
に、フランジ等を設ける必要があり、不便であると同時
に高価になるという問題がある。In the unit building having a balcony described in the prior art example 3, since the tip of the balcony beam is attached to the ceiling beam or the floor beam by abutting the balcony beam, the balcony beam is rotated downward in this mounting portion. Load is applied. Therefore, it is necessary to provide a flange or the like in order to make the mounting portion sturdy, as in the case of the reinforcing beam described in the conventional example 1 or the reinforcing frame described in the conventional example 2, which is inconvenient and expensive. There is.

【０００９】又、従来例４記載の建物ユニットに継ぎ梁
を設ける方法では、従来例３と同様に、継ぎ梁の先端を
突き合わせて取り付けるから、継ぎ梁の上に設けた部屋
等の荷重がこの継ぎ梁の突き合わせた先端と天井梁の接
続部にかかり、この接続部を頑丈にする必要があり、不
便であると同時に高価になるという問題がある。Further, in the method of providing a connecting beam in a building unit described in the prior art example 4, since the ends of the connecting beam are attached to each other in a manner similar to the conventional example 3, the load of the room or the like provided on the connecting beam is The connection part between the butted end of the joint beam and the ceiling beam is required, and this connection part needs to be rugged, which is inconvenient and expensive.

【００１０】そこで、本発明の目的は、天井梁と天井梁
との間に補強フレームを設けたり中柱を設けることなく
建物ユニットを補強したユニット建物を提供することで
ある。本発明の他の目的は、バルコニー梁の先端を天井
梁や床梁に突き合わせて取り付けることなくバルコニー
梁を設けたユニット建物を提供することである。本発明
の別の目的は、継ぎ梁の先端を天井梁に突き合わせて取
り付けることなく建物ユニットと建物ユニットの間に梁
を設けたユニット建物を提供することである。Accordingly, an object of the present invention is to provide a unit building in which a building unit is reinforced without providing a reinforcing frame or a center pillar between ceiling beams. It is another object of the present invention to provide a unit building in which a balcony beam is provided without attaching the tip of the balcony beam to a ceiling beam or a floor beam. Another object of the present invention is to provide a unit building in which a beam is provided between building units without attaching the tip of the joint beam to the ceiling beam.

【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、複数個の建物ユニットが上下前後左右に組み立てら
れたユニット建物において、前記建物ユニットは矩形の
四隅に配置された４本の柱と、この４本の柱の上端部を
連結する４本の天井梁と、４本の柱の下端部を連結する
４本の床梁とからなる骨格を有し、複数個の建物ユニッ
トの中の少なくとも１個の下階の建物ユニットには、天
井梁の側面に補強材が取り付けら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 is directed to a unit building in which a plurality of building units are assembled vertically, front, rear, left and right. The building unit has four pillars arranged at four corners of a rectangle, four ceiling beams connecting upper ends of the four pillars, and four floors connecting lower ends of the four pillars. The building has a skeleton composed of beams, and at least one building unit on the lower floor among the plurality of building units has a reinforcing member attached to a side surface of the ceiling beam.

【００１２】請求項２記載の発明は、複数個の建物ユニ
ットが上下前後左右に組み立てられたユニット建物にお
いて、前記建物ユニットは矩形の四隅に配置された４本
の柱と、この４本の柱の上端部を連結する４本の天井梁
と、４本の柱の下端部を連結する４本の床梁とからなる
骨格を有し、複数個の建物ユニットの中の少なくとも１
個の下階の建物ユニットには、天井梁の側面に補強材が
取り付けられ、この補強材が屋外に延設され、この屋外
に延設された補強材がバルコニー梁になされているもの
である。According to a second aspect of the present invention, in a unit building in which a plurality of building units are assembled up, down, front, rear, left and right, the building units have four pillars arranged at four corners of a rectangle, and the four pillars. Has a skeleton composed of four ceiling beams connecting the upper ends of the building and four floor beams connecting the lower ends of the four columns, and at least one of the plurality of building units.
In the building units on the lower floors, reinforcements are attached to the side of the ceiling beam, this reinforcement is extended outdoors, and the reinforcement extended outside is used for balcony beams .

【００１３】請求項３記載の発明は、複数個の建物ユニ
ットが上下前後左右に組み立てられたユニット建物にお
いて、前記建物ユニットは矩形の四隅に配置された４本
の柱と、この４本の柱の上端部を連結する４本の天井梁
と、４本の柱の下端部を連結する４本の床梁とからなる
骨格を有し、複数個の建物ユニットの中の互いに隣接す
る下階の２個の建物ユニットが離して据え付けられ、こ
の２個の建物ユニットの一方から他方に補強材が差し渡
され、この補強材の両側がそれぞれ一方の建物ユニット
の天井梁の側面と他方の建物ユニットの天井梁の側面に
取り付けられ、この２個の建物ユニットの間の補強材の
上に部屋が設けられているものである。According to a third aspect of the present invention, in a unit building in which a plurality of building units are assembled up, down, front, rear, right and left, the building units are four pillars arranged at four corners of a rectangle, and the four pillars are provided. Has a skeleton consisting of four ceiling beams connecting the upper ends of the floors and four floor beams connecting the lower ends of the four pillars, and the lower floors adjacent to each other in a plurality of building units. The two building units are mounted separately and reinforcement is passed from one of the two building units to the other, with both sides of the reinforcement being the side of the ceiling beam of one building unit and the other building unit, respectively. And a room is provided on a reinforcing material between the two building units.

【００１４】請求項４記載の発明は、２個の建物ユニッ
トの間の補強材の上に隣接する建物ユニットとほぼ同じ
高さの床梁が設けられ、この床梁の上に部屋が設けられ
ているものである。According to a fourth aspect of the present invention, a floor beam having substantially the same height as an adjacent building unit is provided on a reinforcing member between two building units, and a room is provided on the floor beam. Is what it is.

【００１５】本発明に使用する補強材はプレート状の鋼
材が強度が大きく好ましい。補強材が鋼製のプレートの
場合には、厚みは５〜２０ｍｍ、幅は天井梁の高さとほ
ぼ等しいものが好ましい。この補強プレートの取付方法
は強固に固定できる方法であればいかなるものでもよ
い。例えば、ビス、ボルト、リベット等の接続具で固定
してもよいし、接着や溶接で固定してもよい。天井梁が
鋼製で補強材が鋼材の場合は高力ボルトで摩擦接合する
のが取付けが簡単で補強高価が大きいので好ましい。
又、ビス、ボルト、リベットで接合するときには、天井
梁と補強材の重合部分の両側近傍を取り付けると、強固
に取り付けることができるので好ましい。請求項３記載
の発明では、２個の建物ユニット間の補強材の上に部屋
が設けられているが、この補強材の上に部屋を設ける場
合に、補強材の上に直接床パネルを設けたり、床根太を
設け、この上に床材を取り付けてもよいが、請求項４記
載のように、補強材の上に隣接する建物ユニットとほぼ
同じ高さの床梁を取り付けると、補強材の上の床梁が隣
接する建物ユニットの床梁と同じ高さになるので、この
床梁の上から隣接する建物ユニットの床梁に跨がった部
屋等を設け易いので好ましい。As the reinforcing material used in the present invention, a plate-like steel material is preferable because of its high strength. When the reinforcing material is a steel plate, the thickness is preferably 5 to 20 mm, and the width is preferably approximately equal to the height of the ceiling beam. The reinforcing plate may be attached by any method as long as it can be firmly fixed. For example, it may be fixed by a connecting tool such as a screw, a bolt, a rivet, or may be fixed by bonding or welding. When the ceiling beam is made of steel and the reinforcing material is made of steel, it is preferable to frictionally join with a high-strength bolt because the installation is simple and the reinforcement is expensive.
Also, when joining with screws, bolts, and rivets, it is preferable to attach the vicinity of both sides of the overlapping portion of the ceiling beam and the reinforcing material, because it is possible to firmly attach. According to the third aspect of the present invention, the room is provided on the reinforcing material between the two building units. When the room is provided on the reinforcing material, the floor panel is provided directly on the reinforcing material. Alternatively, a floor joist may be provided, and a floor material may be mounted thereon. However, as described in claim 4, when a floor beam having substantially the same height as an adjacent building unit is mounted on the reinforcing material, the reinforcing material Since the floor beam above the floor is the same height as the floor beam of the adjacent building unit, it is preferable because a room or the like straddling the floor beam of the adjacent building unit from above the floor beam can be easily provided.

【００１６】（作用）請求項１記載のユニット建物で
は、下階の建物ユニットの天井梁の側面に補強材が取り
付けられているから、補強材と天井梁との接触面積が大
きく、従って、補強材と天井梁とを強固に接続すること
ができる。しかも、この補強材は天井梁に取り付けられ
ているから、本来の天井梁の強度と補強材の強度が加っ
て、天井梁の機械的強度が大きくなる。従って、従来の
単独に補強梁や補強フレームを設けるより機械的強度の
小さい補強材を天井梁に取り付けても、この天井梁に補
助建物ユニットの柱等を載せたときに、この天井梁が曲
がったり折れたりしない。(Function) In the unit building according to the first aspect, since the reinforcing material is attached to the side of the ceiling beam of the building unit on the lower floor, the contact area between the reinforcing material and the ceiling beam is large, and therefore, the reinforcement is performed. The material and the ceiling beam can be firmly connected. Moreover, since the reinforcing member is attached to the ceiling beam, the mechanical strength of the ceiling beam is increased by adding the strength of the original ceiling beam and the strength of the reinforcing member. Therefore, even if a reinforcing material having lower mechanical strength is attached to the ceiling beam than the conventional case where the reinforcing beam or the reinforcing frame is provided alone, the ceiling beam is bent when the column of the auxiliary building unit is mounted on the ceiling beam. Do not break or break.

【００１７】請求項２記載の発明では、下階の建物ユニ
ットの天井梁の側面に補強材が取り付けられ、この補強
材が屋外に延設され、この屋外に延設された補強材がバ
ルコニー梁になされているから、請求項１記載の発明の
ときと同様に、補強材と天井梁との接触面積が大きく、
補強材と天井梁とを強固に接続することができる。従っ
て、このバルコニー梁の上にバルコニーの荷重がかかっ
て、補強材を回転させる力が働いても、この補強材と天
井梁との接続部が破損しない。According to the second aspect of the present invention, a reinforcing material is attached to the side of the ceiling beam of the building unit on the lower floor, the reinforcing material is extended outdoors, and the reinforcing material extended to the outdoors is a balcony beam. Therefore, as in the case of the first aspect of the present invention, the contact area between the reinforcing member and the ceiling beam is large,
The reinforcing member and the ceiling beam can be firmly connected. Therefore, even if a load of the balcony is applied on the balcony beam and a force for rotating the reinforcing member acts, the connection between the reinforcing member and the ceiling beam is not damaged.

【００１８】請求項３記載の発明では、下階の互いに隣
接する２個の建物ユニットが離して据え付けられ、この
２個の建物ユニットの一方から他方に補強材が差し渡さ
れ、この補強材の両側がそれぞれ一方の建物ユニットの
天井梁の側面と他方の建物ユニットの天井梁の側面に取
り付けられ、この２個の建物ユニット間の補強材の上に
部屋が設けられているから、請求項１記載の発明のとき
と同様に、補強材の側面と天井梁との接触面積が大き
く、補強材の両側に天井梁を強固に接続することができ
る。従って、この補強材の上に部屋を設けてもこの接続
部が破損しない。According to the third aspect of the present invention, two building units adjacent to each other on the lower floor are installed separately from each other, and a reinforcing material is extended from one of the two building units to the other. The two sides are respectively attached to the side of the ceiling beam of one building unit and the side of the ceiling beam of the other building unit, and the room is provided on the reinforcing material between the two building units. As in the case of the described invention, the contact area between the side surface of the reinforcement and the ceiling beam is large, and the ceiling beam can be firmly connected to both sides of the reinforcement. Therefore, even if a room is provided on the reinforcing member, the connecting portion is not damaged.

【００１９】請求項４記載の発明では、請求項３記載の
ユニット建物における２個の建物ユニットの間の補強材
の上に隣接する建物ユニットとほぼ同じ高さの床梁が設
けられ、この床梁の上に部屋が設けられているから、補
強材の上の床梁が隣接する建物ユニットの床梁と同じ高
さになり、この床梁の上から隣接する建物ユニットの床
梁に跨がった部屋等を設けることができる。According to the fourth aspect of the present invention, a floor beam having substantially the same height as an adjacent building unit is provided on a reinforcing member between two building units in the unit building according to the third aspect, Since the room is provided on the beam, the floor beam above the reinforcement is the same height as the floor beam of the adjacent building unit, and the floor beam of the adjacent building unit is straddled from above this floor beam. Room or the like can be provided.

【００２０】[0020]

【発明の実施の形態】次に、本発明の実施例を説明す
る。 （実施例１）図１〜図３は本発明ユニット建物の一実施
例を示すもので、図１は天井梁の側面に補強材を取り付
けた建物ユニット（以後補強材付建物ユニットと称す
る）の上に補助建物ユニットを載せた状態の骨格を示す
説明図、図２（イ）はユニット建物の斜視図、（ロ）は
ユニット建物の配置図、図３（イ）は基本建物ユニット
の骨格を示す説明図、（ロ）は補強材付建物ユニットの
骨格を示す説明図、（ハ）は短辺の天井梁と床梁の長さ
を約１／２にした補助建物ユニットの骨格を示す説明図
である。Next, embodiments of the present invention will be described. (Embodiment 1) FIGS. 1 to 3 show an embodiment of the unit building of the present invention. FIG. 1 shows a building unit in which a reinforcing material is attached to the side of a ceiling beam (hereinafter referred to as a building unit with a reinforcing material). FIG. 2A is a perspective view of the unit building, FIG. 2B is a layout view of the unit building, and FIG. 3A is a skeleton of the basic building unit. (B) is an explanatory view showing a skeleton of a building unit with a reinforcing material, and (c) is an explanatory view showing a skeleton of an auxiliary building unit in which the length of a ceiling beam and a floor beam on a short side is reduced to about 1/2. FIG.

【００２１】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は基本建物ユニット２と補強
材付建物ユニット３と補助建物ユニット４とからなる。
そして、このユニット建物１は、図２（ロ）に示すよう
に、１階には、基本建物ユニット２が７個、補強材付建
物ユニット３が２個が据え付けられ、２階には、基本建
物ユニット２が４個、補助建物ユニット４が２個据え付
けられて組み立てられたものである。尚、２階の補助建
物ユニット４は１階の補強材付建物ユニット３の上に載
せて据え付けられている。1 to 3, reference numeral 1 denotes a unit building. The unit building 1 includes a basic building unit 2, a building unit 3 with a reinforcing material, and an auxiliary building unit 4.
In the unit building 1, as shown in FIG. 2B, seven basic building units 2 and two building units 3 with reinforcing materials are installed on the first floor, and the basic building unit 3 is installed on the second floor. It is assembled by installing four building units 2 and two auxiliary building units 4. The auxiliary building unit 4 on the second floor is mounted on the building unit 3 with reinforcing material on the first floor.

【００２２】基本建物ユニット２の骨格は、図３（イ）
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の上端部を短辺と長辺に
沿って連結する４本の断面コ字形の鋼製の天井梁２３、
２３、２３、２３と、４本の柱の下端部を短辺と長辺に
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。The framework of the basic 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 having a U-shaped cross section connecting the upper ends of the four pillars 21 along the short side and the long side,
23, 23, 23, and four steel floor beams 22, 2 having a U-shaped cross section connecting the lower ends of the four columns along the short side and the long side.
2, 22, and 22.

【００２３】この基本建物ユニット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、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
と内壁材との間にガラス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る。A steel floor beam 25 is inserted between the opposite long side floor beams 22 of the framework of the basic building unit 2, and a wooden floor joist 26 is mounted on the floor beam 25. A floor material is mounted on the floor joist 26 to form a floor. Further, a wooden ceiling beam 27 is extended between the opposed ceiling beams 23 on the longer sides, 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 glass wool is attached between the inner wall material and the outer wall.

【００２４】補強材付建物ユニット３を基本建物ユニッ
ト２と比較すると、短辺の天井梁３３の側面に補強材５
が取り付けられていることである。更に詳細に説明する
と、補強材付建物ユニット３の骨格は、図３（ロ）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３１、３１、３１、
３１と、この４本の柱３１の上端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３３、３
３、３３、３３と、４本の柱の下端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３２、３
２、３２、３２と、短辺の天井梁３３、３３の側面に取
り付けられた補強材５、５からなる。When the building unit 3 with the reinforcing member is compared with the basic building unit 2, the reinforcing member 5 is attached to the side of the ceiling beam 33 on the short side.
Is attached. More specifically, as shown in FIG. 3 (b), the framework of the building unit 3 with reinforcing members is made of four tubular rectangular cross-sections arranged at four corners of a rectangle having short sides and long sides. Pillars 31, 31, 31, made of
31 and four steel ceiling beams 33, 3 having a U-shaped cross section connecting the upper ends of the four columns 31 along the short side and the long side.
3, 33, 33, and four steel floor beams 32, 3 having a U-shaped cross section connecting the lower ends of the four columns along the short side and the long side.
2, 32, 32, and reinforcement members 5, 5 attached to the side surfaces of the short side ceiling beams 33, 33.

【００２５】この補強材付建物ユニット３の骨格の相対
する長辺の床梁３２、３２に鋼製の床小梁３５が差し渡
され、この床小梁３５の上に木製の床根太３６が取り付
けられ、この床根太３６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３３、３３に
木製の天井小梁３７が差し渡され、この天井小梁３７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３２と天井梁３３との間に
間柱３９が取り付けられ、この間柱３９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ガラス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る。A steel floor beam 35 is inserted between the opposite long side beams 32, 32 of the skeleton of the building unit 3 with reinforcing members, and a wooden floor joist 36 is placed on the floor beam 35. A floor material is mounted on the floor joist 36 to form a floor. Further, a wooden ceiling beam 37 is extended between the opposite long side ceiling beams 33, 33, and a ceiling material is attached to the lower surface of the ceiling beam 37 to form a ceiling. or,
At the place where the outer wall is provided, a stud 39 is attached between the floor beam 32 and the ceiling beam 33, and an outer wall material and an inner wall material are attached to the outdoor side and the indoor side of the stud 39, respectively. A heat insulating material made of glass wool is attached between the two to form an outer wall.

【００２６】補助建物ユニット４を基本建物ユニット２
と比較すると、短辺の天井梁４３と短辺の床梁４２の長
さが約１／２になっていることである。更に詳細に説明
すると、補助建物ユニット４の骨格は、図３（ハ）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４１、４１、４１、
４１と、この４本の柱４１の上端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４３、４
３、４３、４３と、４本の柱の下端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４２、４
２、４２、４２とからなる。The auxiliary building unit 4 is replaced with the basic building unit 2
In comparison with the above, the length of the ceiling beam 43 on the short side and the floor beam 42 on the short side are about １ ／. More specifically, as shown in FIG. 3 (C), the skeleton of the auxiliary building unit 4 is made of a steel tube having four square quadrangular sections arranged at four corners of a rectangle having short sides and long sides. Pillars 41, 41, 41,
41, and four steel ceiling beams 43, 4 having a U-shaped cross section connecting the upper ends of the four columns 41 along the short side and the long side.
3, 43, 43, and four steel floor beams 42, 4 having a U-shaped cross section connecting the lower ends of the four columns along the short side and the long side.
2, 42, and 42.

【００２７】この補助建物ユニット４の骨格の相対する
長辺の床梁４２、４２に鋼製の床小梁４５が差し渡さ
れ、この床小梁４５の上に木製の床根太４６が取り付け
られ、この床根太４６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４３、４３に木
製の天井小梁４７が差し渡され、この天井小梁４７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４２と天井梁４３との間に間
柱４９が取り付けられ、この間柱４９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
と内壁材との間にガラス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る。６は基礎である。７はバル
コニーである。８は屋根材である。A steel floor beam 45 is extended between the floor beams 42 on opposite long sides of the framework of the auxiliary building unit 4, and a wooden floor joist 46 is mounted on the floor beam 45. A floor material is mounted on the floor joist 46 to form a floor. Further, a wooden ceiling beam 47 is extended between the opposite long side ceiling beams 43, 43, and a ceiling material is attached to the lower surface of the ceiling beam 47 to form a ceiling. A stud 49 is attached between the floor beam 42 and the ceiling beam 43 at the place where the outer wall is provided, and an outer wall material and an inner wall material are attached to the outer and indoor sides of the stud 49, respectively. A heat insulating material made of glass wool is attached between the inner wall material and the outer wall. 6 is the basis. 7 is a balcony. 8 is a roofing material.

【００２８】次に、このユニット建物の施工方法および
作用について説明する。工場で、図３（イ）に示すよう
に、短辺と長辺とからなる矩形の四隅に４本の断面四角
形筒状の鋼製の柱２１、２１、２１、２１を配置し、こ
の４本の柱２１の上端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本の柱の下端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
基本建物ユニット２の骨格を製造する。Next, the construction method and operation of this unit building will be described. At the factory, as shown in FIG. 3 (a), four steel pillars 21, 21, 21, 21 each having a rectangular cross section having a rectangular cross section are arranged at four corners of a rectangle having a short side and a long side. The upper ends of the four pillars 21 are connected by four ceiling beams 23, 23, 23, 23 having a U-shaped cross section along the short side and the long side, and the lower ends of the four pillars are defined as the short sides. The skeleton of the basic building unit 2 is manufactured by connecting four steel U-shaped steel floor beams 22, 22, 22, 22 along the long sides.

【００２９】そして、この基本建物ユニット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、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、中にガラスウールからなる断熱材を入れなが
ら、取り付けて外壁を形成する。Then, a steel floor beam 25 is inserted between the opposite long side floor beams 22 of the framework of the basic building unit 2, and a wooden floor joist 26 is mounted on the floor beam 25. A floor is attached to the floor joist 26 to form a floor. Further, a wooden ceiling beam 27 is inserted between the opposed ceiling beams 23 on the long sides, and a ceiling material is attached to the lower surface of the ceiling beam 27 to form a ceiling. In 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 respectively provided on the outdoor side and the indoor side of the stud 29, and a heat insulating material made of glass wool inside. While adding the material, attach it to form the outer wall.

【００３０】又、図３（ロ）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３１、３１、３１、３１を配置し、この４
本の柱３１の上端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３３、３３、３３、３３で連結し、
４本の柱の下端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３２、３２、３２、３２で連結し、短辺
の天井梁３３、３３の外側面に補強材５を高力ボルトで
取り付けて補強材付建物ユニット３の骨格を製造する。
この補強材付建物ユニット３の骨格の相対する長辺の床
梁３２、３２に鋼製の床小梁３５を差し渡し、この床小
梁３５の上に木製の床根太３６を取り付け、この床根太
３６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３３、３３に木製の天井小梁３７を差し
渡し、この天井小梁３７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３２と
天井梁３３との間に間柱３９を取り付け、この間柱３９
の屋外側と屋内側にそれぞれ外壁材と内壁材を、中にガ
ラスウールからなる断熱材を入れながら、取り付けて外
壁を形成する。As shown in FIG. 3B, four steel columns 31, 31, 31, 31 each having a rectangular cross section and arranged at four corners of a rectangle having short sides and long sides. Place this 4
The upper ends of the columns 31 are connected along four short sides and long sides by four steel ceiling beams 33, 33, 33, 33 having a U-shaped cross section,
The lower ends of the four pillars are connected along the short side and the long side by four steel floor beams 32, 32, 32, 32 having a U-shaped cross section, and the outer surfaces of the short side ceiling beams 33, 33 The skeleton of the building unit 3 with the reinforcing material is manufactured by attaching the reinforcing material 5 with high-strength bolts.
A steel floor beam 35 is inserted between the floor beams 32, 32 on the long sides of the skeleton of the building unit 3 with reinforcing members, and a wooden floor joist 36 is mounted on the floor beam 35. A flooring is mounted on top of 36 to form a floor. In addition, a wooden ceiling beam 37 is inserted between the ceiling beams 33 on the long sides facing each other, and a ceiling material is attached to the lower surface of the ceiling beam 37 to form a ceiling. At the place where the outer wall is provided, a stud 39 is attached between the floor beam 32 and the ceiling beam 33.
The outer wall and the inner wall are attached to the outdoor side and the indoor side, respectively, while the heat insulating material made of glass wool is inserted therein to form the outer wall.

【００３１】又、図３（ハ）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４１、４１、４１、４１を配置し、この４
本の柱４１の上端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４３、４３、４３、４３で連結し、
４本の柱の下端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４２、４２、４２、４２で連結して補助
建物ユニット４の骨格を製造する。この補助建物ユニッ
ト４の骨格の相対する長辺の床梁４２、４２に鋼製の床
小梁４５を差し渡し、この床小梁４５の上に木製の床根
太４６を取り付け、この床根太４６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４３、４
３に木製の天井小梁４７を差し渡し、この天井小梁４７
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４２と天井梁４３との間に間柱
４９を取り付け、この間柱４９の屋外側と屋内側にそれ
ぞれ外壁材と内壁材を、中にガラスウールからなる断熱
材を入れながら、取り付けて外壁を形成する。As shown in FIG. 3C, four steel columns 41, 41, 41, 41 each having a rectangular cross section and arranged at four corners of a rectangle having a short side and a long side are provided. Place this 4
The upper ends of the four pillars 41 are connected along four short sides and long sides by four steel ceiling beams 43, 43, 43, 43 having a U-shaped cross section,
The lower ends of the four pillars are connected along four short sides and long sides by four steel floor beams 42, 42, 42, 42 having a U-shaped cross section to manufacture the skeleton of the auxiliary building unit 4. Steel floor beams 45 are inserted into the floor beams 42, 42 on the long sides of the skeleton of the auxiliary building unit 4, and a wooden floor joist 46 is mounted on the floor beams 45. A floor is attached to form a floor. In addition, ceiling beams 43, 4 on the opposite long sides
3 and a wooden ceiling beam 47 is inserted.
A ceiling material is attached to the lower surface of the ceiling to form a ceiling. In the place where the outer wall is provided, a stud 49 is attached between the floor beam 42 and the ceiling beam 43, and an outer wall material and an inner wall material are provided on the outdoor side and the indoor side of the stud 49, respectively. While adding the material, attach it to form the outer wall.

【００３２】その後、仕上げしたり、設備家具等を取り
付けて、基本建物ユニット２と補強材付建物ユニット３
と補助建物ユニット４を完成させる。After that, the basic building unit 2 and the building unit with reinforcement 3
And the auxiliary building unit 4 is completed.

【００３３】このようにして工場で製造した基本建物ユ
ニット２と補強材付建物ユニット３と補助建物ユニット
４を、バルコニー７、屋根材８等と共に施工現場に運搬
する。施工現場では予め設けられている基礎６の上に、
図２（ロ）の配置図に示すように、基本建物ユニット２
を７個、補強材付建物ユニット３を２個据え付け、この
上に基本建物ユニット２を４個、補助建物ユニット４を
２個据え付ける。尚、補助建物ユニット４は補強材付建
物ユニット３の上に載せて据え付ける。The basic building unit 2, the building unit 3 with the reinforcing material, and the auxiliary building unit 4 thus manufactured in the factory are transported to the construction site together with the balcony 7, the roofing material 8, and the like. On the foundation 6 provided in advance at the construction site,
As shown in the layout diagram of FIG.
Are installed, two building units 3 with reinforcement are installed, and four basic building units 2 and two auxiliary building units 4 are installed thereon. The auxiliary building unit 4 is placed and installed on the building unit 3 with reinforcing material.

【００３４】このように据え付けると、１階の基本建物
ユニット２の上には２階の基本建物ユニット２が載って
いる部分では、従来と同じように、２階の基本建物ユニ
ット２の柱２１が１階の建物ユニット２の柱２１の上に
載るので、２階の建物ユニット２の荷重を支えている２
階の建物ユニット２の柱２１を１階の建物ユニット２の
柱２１が支える。そして、１階の補強材付建物ユニット
３の上に補助建物ユニット４が載っている部分では、図
１に示すように、補助建物ユニット４の柱２１が補強材
建物ユニット３の柱３１の上と天井梁３３の上に載り、
天井梁３３が補助建物ユニット４の荷重を支えるように
なるが、この天井梁３３の側面に補強材５が取り付けら
れ補強されているから、この天井梁３３が曲がったり折
れない。When installed as described above, the portion where the second-floor basic building unit 2 is mounted on the first-floor basic building unit 2 is the same as the conventional case, and the column 21 of the second-floor basic building unit 2 is mounted. Is placed on the pillars 21 of the building unit 2 on the first floor, so that the load 2 supporting the load of the building unit 2 on the second floor is
The pillar 21 of the building unit 2 on the first floor supports the pillar 21 of the building unit 2 on the floor. In the part where the auxiliary building unit 4 is placed on the building unit 3 with the reinforcing material on the first floor, the pillar 21 of the auxiliary building unit 4 is placed on the column 31 of the reinforcing material building unit 3 as shown in FIG. On the ceiling beam 33,
The ceiling beam 33 supports the load of the auxiliary building unit 4, but since the reinforcing material 5 is attached to the side surface of the ceiling beam 33 and reinforced, the ceiling beam 33 does not bend or break.

【００３５】このようにして基本建物ユニット２、強材
付建物ユニット３、補助建物ユニット４を据え付けた
後、バルコニー７を取り付けたり、屋根材８を葺いた
り、建物ユニット間の連結部の仕上げや内装の仕上げを
したり、上下水道を施工したりしてユニット建物１を完
成させる。After the basic building unit 2, the building unit with strong materials 3, and the auxiliary building unit 4 are installed in this way, the balcony 7 is attached, the roofing material 8 is roofed, and the connection between the building units is finished. The unit building 1 is completed by finishing the interior and constructing water and sewage.

【００３６】（実施例２）次に、図４〜図６に示す実施
例を説明する。図４〜図６は本発明ユニット建物の他の
実施例を示すもので、図４はユニット建物のバルコニー
の取付部分を示す説明図、図５（イ）はユニット建物の
斜視図、（ロ）はユニット建物の配置図、図６は補強材
付建物ユニットの骨格を示す説明図である。(Embodiment 2) Next, an embodiment shown in FIGS. 4 to 6 will be described. FIGS. 4 to 6 show another embodiment of the unit building of the present invention. FIG. 4 is an explanatory view showing a mounting portion of a balcony of the unit building. FIG. 5 (a) is a perspective view of the unit building. Is a layout diagram of a unit building, and FIG. 6 is an explanatory diagram showing a skeleton of a building unit with a reinforcing material.

【００３７】図４〜図６に示す実施例２を図１〜図３に
示す実施例１と比較すると、図５に示す配置図から判る
ように、１階に基本建物ユニット２ａが４個、補強材付
建物ユニット３ａが２個据え付けられ、２階に基本建物
ユニット２ａが４個据え付けられていること、および、
図４と図５から判るように、補強材付建物ユニット３ａ
の天井梁３３ａの側面に高力ボルトで取り付けられてい
る補強材５ａが屋外方向に延設されてバルコニー梁５１
ａになされ、このバルコニー梁５１ａの上にバルコニー
７ａが設けられていることが異なる。その他は実施例１
と同じで構造であるから説明を省略する。尚、実施例１
と同じ部分には以後同じ番号にａを付して説明する。When the second embodiment shown in FIGS. 4 to 6 is compared with the first embodiment shown in FIGS. 1 to 3, four basic building units 2a are provided on the first floor, as can be seen from the layout shown in FIG. That two building units with reinforcements 3a are installed, and four basic building units 2a are installed on the second floor; and
As can be seen from FIG. 4 and FIG.
5a attached to the side surface of the ceiling beam 33a with high-strength bolts extends in the outdoor direction, and the balcony beam 51
a, except that the balcony 7a is provided on the balcony beam 51a. Others are Example 1.
Since the structure is the same as described above, the description is omitted. Example 1
Hereinafter, the same portions as those described above will be described by adding the same numbers with a.

【００３８】この実施例２では、実施例１と同様に、工
場で、基本建物ユニット２ａと補強材付建物ユニット３
ａの補強材５ａを取り外した建物ユニットを製造し、施
工現場に運搬し、施工現場で、補強材５ａを取り外した
補強材付建物ユニット３ａに補強材５ａを取り付け、図
５に示すように、１階に基本建物ユニット２ａを４個、
補強材付建物ユニット３ａを２個据え付け、２階に基本
建物ユニット２ａを６個据え付けた後、補強材付建物ユ
ニット３ａの天井梁３３ａから屋外に延設された補強材
５ａをバルコニー梁５１ａとして、このバルコニー梁５
１ａの上にバルコニー７ａを設ける。更に、屋根材８ａ
を葺いたり建物ユニット間の連結部の仕上げや内外装の
仕上げをしたり、上下水道を施工したりしてユニト建物
１ａを完成させる。In the second embodiment, as in the first embodiment, the basic building unit 2a and the building unit 3
The building unit from which the reinforcing material 5a was removed was manufactured and transported to the construction site. At the construction site, the reinforcing material 5a was attached to the building unit 3a with the reinforcing material from which the reinforcing material 5a was removed, as shown in FIG. Four basic building units 2a on the first floor,
After installing two building units 3a with reinforcing members and installing six basic building units 2a on the second floor, the reinforcing members 5a extended outside from the ceiling beams 33a of the building units with reinforcing members 3a are used as balcony beams 51a. , This balcony beam 5
A balcony 7a is provided on 1a. Furthermore, the roofing material 8a
The unit building 1a is completed by roofing, finishing the connection between building units, finishing the interior and exterior, and constructing water and sewage.

【００３９】このようにして完成したユニット建物１ａ
では、図４に示すように、１階の補強材付建物ユニット
３ａの天井梁３３ａの側面に補強材５ａが取り付けら
れ、この補強材５ａが屋外に延設され、この屋外に延設
された補強材５ａがバルコニー梁５１ａになされている
から、補強材５ａと天井梁３３ａとの接触面積が大き
く、補強材５ａと天井梁３３ａとを強固に接続される。
従って、このバルコニー梁５１ａの上にバルコニー７ａ
を設けて、このバルコニー７ａの荷重がバルコニー梁５
１ａにかかって、補強材５ａを回転させる力が働いて
も、この補強材５ａと天井梁３３ａとの接続部が破損し
ない。The unit building 1a completed in this way
Then, as shown in FIG. 4, the reinforcing member 5a is attached to the side surface of the ceiling beam 33a of the building unit 3a with the reinforcing member on the first floor, and the reinforcing member 5a is extended outside and extended outside. Since the reinforcing member 5a is formed on the balcony beam 51a, the contact area between the reinforcing member 5a and the ceiling beam 33a is large, and the reinforcing member 5a and the ceiling beam 33a are firmly connected.
Therefore, the balcony 7a is placed on the balcony beam 51a.
And the load on the balcony 7a is
Even if a force for rotating the reinforcing member 5a acts on 1a, the connection between the reinforcing member 5a and the ceiling beam 33a is not damaged.

【００４０】（実施例３）次に、図７〜図９に示す実施
例を説明する。図７〜図９は本発明ユニット建物の別の
実施例を示すもので、図７は補強材の上に部屋を設けて
いる状態を示す説明図、図８（イ）はユニット建物の斜
視図、（ロ）はユニット建物の配置図、図９は２個の補
強材付建物ユニットの間に補強材が取り付けている状態
の骨格を示す説明図である。(Embodiment 3) Next, an embodiment shown in FIGS. 7 to 9 will be described. 7 to 9 show another embodiment of the unit building of the present invention. FIG. 7 is an explanatory view showing a state in which a room is provided on a reinforcing material, and FIG. 8 (a) is a perspective view of the unit building. (B) is a layout drawing of the unit building, and FIG. 9 is an explanatory view showing a skeleton in a state where a reinforcing material is attached between two building units with a reinforcing material.

【００４１】図７〜図９に示す実施例３を図１〜図３に
示す実施例１と比較すると、図８（ロ）の配置図から判
るように、１階は、２個ずつ離して据え付けられた４個
の補強材付建物ユニット３ｂと、この補強材付建物ユニ
ット３ｂの間に差し渡された補強材５ｂの下に設けられ
た部屋９ｂとからなり、２階は、４個の基本建物ユニッ
ト２ｂと、補強材５ｂの上に設けられた部屋９１ｂとか
らなることが異なる。When the third embodiment shown in FIGS. 7 to 9 is compared with the first embodiment shown in FIGS. 1 to 3, as can be seen from the layout diagram of FIG. The building is composed of four installed building units with reinforcements 3b, and a room 9b provided under the reinforcements 5b interposed between the building units with reinforcements 3b. The difference is that the basic building unit 2b and the room 91b provided on the reinforcing member 5b are different.

【００４２】この補強材付建物ユニット３ｂの補強材５
ｂの下に設けられている部屋９ｂと補強材５ｂの上に設
けられている部屋９１ｂは次に示すようにして形成され
ている。即ち、図７から判るように、４個の補強材付建
物ユニット３ｂが２個ずつ離して据え付けられ、この補
強材付建物ユニット３ｂの一方から他方に補強材５ｂが
差し渡され、補強材５ｂの両側がそれぞれ一方の補強材
付建物ユニット３ｂの天井梁３３ｂの側面と、他方の補
強材付建物ユニット３ｂの天井梁３３ｂの側面に高力ボ
ルトで取り付けられていて、この補強材５ｂの下側に
は、隣接する補強材付建物ユニット３ｂと同じようにし
て、天井小梁や天井材が取り付けられ、１階の補強材付
建物ユニット３ｂの床梁３２ｂと隣の補強材付建物ユニ
ット３ｂの床梁３２ｂに図示しない床梁が差し渡されて
取り付けられ、この床梁の上側には、隣接する補強材付
建物ユニット３ｂと同様に、床小梁や床根太や床材が取
り付けられて部屋９ｂが形成されている。又、補強材５
ｂの上側は、補強材５ｂに床梁９６ｂが取り付けられ、
この床梁９６ｂの上に、基本建物ユニット２ｂと同じよ
うに、床小梁や床根太や床材が取り付けられ、２階の基
本建物ユニット２ｂの天井梁２３ｂと隣の基本建物ユニ
ット２ｂの天井梁２３ｂの間に図示しない天井梁が取り
付けられ、この天井梁の下に天井小梁や天井材が取り付
けられて部屋９１ｂが形成される。The reinforcing material 5 of the building unit 3b with the reinforcing material
The room 9b provided under b and the room 91b provided above the reinforcing material 5b are formed as follows. That is, as can be seen from FIG. 7, the four building units with reinforcing members 3b are installed two by two apart, and the reinforcing member 5b is inserted from one side of the building unit with reinforcing members 3b to the other, and the reinforcing members 5b Are attached to the side surface of the ceiling beam 33b of the building unit 3b with one reinforcing member and the side surface of the ceiling beam 33b of the building unit 3b with the reinforcing member with high-strength bolts, respectively. On the side, ceiling beams and ceiling materials are attached in the same manner as the adjacent building unit with reinforcing material 3b, and the floor beam 32b of the building unit with reinforcing material 3b on the first floor and the adjacent building unit with reinforcing material 3b A floor beam (not shown) is installed across the floor beam 32b of the, and a floor girder, a floor joist and a floor material are mounted on the upper side of the floor beam in the same manner as the adjacent building unit with reinforcing material 3b. Room 9b is formed It has been. In addition, reinforcement material 5
Above b, a floor beam 96b is attached to the reinforcing member 5b,
On the floor beams 96b, floor beams, floor joists and floor materials are attached in the same manner as the basic building unit 2b, and the ceiling beams 23b of the second floor basic building unit 2b and the ceiling of the adjacent basic building unit 2b are provided. A ceiling beam (not shown) is attached between the beams 23b, and a small beam or ceiling material is attached below the ceiling beam to form a room 91b.

【００４３】又、外壁を設ける場所には、床梁と天井梁
との間に間柱が取り付けられ、この間柱の屋外側と屋内
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ガラス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る。その他は実施例１と同じ
で構造であるから説明を省略する。尚、実施例１と同じ
部分には以後同じ番号にｂを付して説明する。Also, at the place where the outer wall is provided, a stud is attached between the floor beam and the ceiling beam, and an outer wall material and an inner wall material are attached to the outdoor side and the indoor side of the stud, respectively. A heat insulating material made of glass wool is attached between the material and the outer wall. The other configuration is the same as that of the first embodiment, and the description is omitted. The same parts as those in the first embodiment will be described by adding the same numbers to b.

【００４４】この実施例３では、実施例１と同様にし
て、工場で、基本建物ユニット２ｂと補強材５ｂを取り
外した補強材付建物ユニット３ｂを製造し、施工現場に
運搬する。施工現場で、基本建物ユニット２ｂを据え付
けたり、補強材５ｂを取り外した補強材付建物ユニット
３ｂを据え付け、この補強材５ｂを取り外した補強材付
建物ユニット３ｂに補強材５ｂを取り付け、この補強材
５ｂの上下に部屋９１、９を設ける。In the third embodiment, in the same manner as in the first embodiment, a building unit 3b with a stiffener from which a basic building unit 2b and a stiffener 5b are removed is manufactured at a factory, and transported to a construction site. At the construction site, the basic building unit 2b is installed, or the building unit with reinforcing material 3b from which the reinforcing material 5b is removed is installed. The reinforcing material 5b is attached to the building unit with reinforcing material 3b from which the reinforcing material 5b is removed. Rooms 91 and 9 are provided above and below 5b.

【００４５】この補強材５ｂの上下に部屋９１、９を設
ける施工方法を説明すると、図７から判るように、補強
材５ｂを取り外した４個の建物ユニット３ｂを２個ずつ
離して据え付け、この補強材付建物ユニット３ｂの一方
から他方に補強材５ｂを差し渡し、補強材５ｂの両側を
それぞれ一方の補強材付建物ユニット３ｂの天井梁３３
ｂの側面と、他方の補強材付建物ユニット３ｂの天井梁
３３ｂの側面に高力ボルトで取り付ける。そして、この
補強材５ｂの下側では、補強材５ｂに天井小梁や天井材
を取り付け、１階の補強材付建物ユニット３ｂの床梁３
２ｂと隣の補強材付建物ユニット３ｂの床梁３２ｂに図
示しない床梁を取り付け、この床梁の上側に、床小梁や
床根太や床材が取り付けられて部屋９ｂを形成する。
又、補強材５ｂの上側では、床梁９６ｂを取り付け、こ
の床梁９６ｂの上に、床小梁や床根太や床材を取り付
け、２階の基本建物ユニット２ｂの天井梁２３ｂと隣の
基本建物ユニット２ｂの天井梁２３ｂの間に図示しない
天井梁を取り付け、この天井梁の下に天井小梁や天井材
を取り付けて部屋９１ｂを形成する。The construction method of providing the rooms 91 and 9 above and below the reinforcing member 5b will be described. As can be seen from FIG. 7, the four building units 3b from which the reinforcing member 5b has been removed are installed two by two apart. A reinforcing material 5b is inserted from one side of the building unit with reinforcing material 3b to the other, and both sides of the reinforcing material 5b are respectively covered by ceiling beams 33 of the building unit with reinforcing material 3b.
b is attached to the side of the ceiling beam 33b of the building unit 3b with reinforcing material on the other side with high-strength bolts. Under the reinforcing member 5b, a ceiling beam or ceiling material is attached to the reinforcing member 5b, and the floor beam 3 of the building unit 3b with the reinforcing member on the first floor is attached.
A floor beam (not shown) is attached to the floor beam 32b of the building unit 3b adjacent to the reinforcement member 2b, and a floor beam, a floor joist and floor materials are attached above the floor beam to form a room 9b.
On the upper side of the reinforcing member 5b, a floor beam 96b is mounted, and on this floor beam 96b, a floor beam, a floor joist or a floor material is mounted, and the ceiling beam 23b of the basic building unit 2b on the second floor and the adjacent basic beam are installed. A ceiling beam (not shown) is attached between ceiling beams 23b of the building unit 2b, and a small beam or ceiling material is attached below the ceiling beam to form a room 91b.

【００４６】このように、補強材５ｂの上に隣接する２
階の基本建物ユニット２ｂの床梁２２ｂと同じ高さの床
梁９６ｂを設けるから、この床梁９６ｂの上から隣接す
る２階の基本建物ユニット２ｂの床梁２２ｂに跨がった
部屋９１ｂを簡単に設けることができる。又、外壁を設
ける場所では、床梁と天井梁との間に間柱を取り付け、
この間柱の屋外側と屋内側にそれぞれ外壁材と内壁材
を、ガラスウールからなる断熱材を挿入しながら、取り
付けて外壁を形成する。更に、屋根材８ｂを葺いたり建
物ユニット間の連結部の仕上げや内装の仕上げをした
り、上下水道を施工したりしてユニト建物１ｂを完成さ
せる。As described above, the two adjacent reinforcing members 5b
Since the floor beams 96b having the same height as the floor beams 22b of the basic building unit 2b on the floor are provided, the room 91b straddling the floor beams 22b of the adjacent basic building unit 2b on the second floor from above the floor beams 96b. It can be easily provided. Also, at the place where the outer wall is provided, studs are attached between the floor beam and the ceiling beam,
An outer wall material and an inner wall material are attached to the outdoor side and the indoor side of the stud, respectively, while inserting a heat insulating material made of glass wool to form an outer wall. Further, the unit building 1b is completed by roofing the roofing material 8b, finishing the connection between the building units, finishing the interior, and constructing the water supply and sewerage.

【００４７】このようにして完成させたユニット建物１
ｂでは、図７および図９から判るように、１階の２個の
補強材付建物ユニット３ｂが離して据え付けられ、この
２個の補強材付建物ユニット３ｂの一方から他方に補強
材５ｂが差し渡され、この補強材５ｂの両側がそれぞれ
一方の補強材付建物ユニット３ｂの天井梁３３ｂの側面
と他方の補強材付建物ユニット３ｂの天井梁３３ｂの側
面に取り付けられ、この２個の補強材付建物ユニット３
ｂ間の補強材５ｂの上下に部屋９ｂ、９１ｂが設けられ
ているから、柱が４本隣合った場所がなく安価になる。
又、請求項１記載の発明のときと同様に、補強材５ｂと
天井梁３３ｂとの接触面積を大きく、補強材５ｂと天井
梁３３ｂとを強固に接続することができる。従って、こ
の補強材５ｂの上に部屋９ｂを設けてもこの接続部が破
損しない。The unit building 1 completed in this way
In FIG. 7B, as can be seen from FIGS. 7 and 9, two building units 3b with a reinforcing material on the first floor are installed separately, and a reinforcing material 5b is provided from one of the two building units with a reinforcing material 3b to the other. Both sides of the reinforcing member 5b are attached to the side surface of the ceiling beam 33b of the building unit 3b with one reinforcing member and the side surface of the ceiling beam 33b of the building unit 3b with the reinforcing member, respectively. Building unit with timber 3
Since the rooms 9b and 91b are provided above and below the reinforcing member 5b between b, there is no place where four columns are adjacent to each other, and the cost is low.
Further, as in the case of the first aspect of the present invention, the contact area between the reinforcing member 5b and the ceiling beam 33b can be increased, and the reinforcing member 5b and the ceiling beam 33b can be firmly connected. Therefore, even if the room 9b is provided on the reinforcing member 5b, the connection portion is not damaged.

【００４８】[0048]

【発明の効果】請求項１記載のユニット建物では、下階
の建物ユニットの天井梁の側面に補強材が取り付けられ
ているから、補強材と天井梁とを強固に接続することが
できるので安心である。しかも、この補強材は天井梁に
取り付けられているから、従来の単独に補強梁や補強フ
レームを設けるより機械的強度の小さい補強材を天井梁
に取り付けても、この天井梁に補助建物ユニットの柱等
を載せたときに、この天井梁が曲がったり折れたりしな
いのでフランジ等を設ける必要がなく安価になる。According to the first aspect of the present invention, since the reinforcing member is attached to the side of the ceiling beam of the building unit on the lower floor, the reinforcing member and the ceiling beam can be firmly connected to each other. It is. Moreover, since this reinforcing material is attached to the ceiling beam, even if a reinforcing material with lower mechanical strength is attached to the ceiling beam than the conventional single reinforcing beam or reinforcing frame, the auxiliary building unit can be attached to this ceiling beam. When a pillar or the like is placed, the ceiling beam does not bend or break, so there is no need to provide a flange or the like and the cost is reduced.

【００４９】請求項２記載の発明では、下階の建物ユニ
ットの天井梁の側面に補強材が取り付けられ、この補強
材が屋外に延設され、この屋外に延設された補強材がバ
ルコニー梁になされているから、補強材と天井梁とを強
固に接続することができ、従って、このバルコニー梁の
上にバルコニーの荷重がかかっても、この補強材と天井
梁との接続部が破損しないので安心であるし、フランジ
等を設ける必要がないので安価になる。According to the second aspect of the present invention, a reinforcing material is attached to the side of the ceiling beam of the building unit on the lower floor, the reinforcing material is extended outdoors, and the reinforcing material extended to the outdoors is a balcony beam. The connection between the reinforcing material and the ceiling beam can be firmly connected, and therefore, even if a load of the balcony is applied on the balcony beam, the connection portion between the reinforcing material and the ceiling beam does not break. Therefore, it is safe, and there is no need to provide a flange or the like.

【００５０】請求項３記載の発明では、下階の互いに隣
接する２個の建物ユニットが離して据え付けられ、この
２個の建物ユニットの一方から他方に補強材が差し渡さ
れ、この補強材の両側がそれぞれ一方の建物ユニットの
天井梁の側面と他方の建物ユニットの天井梁の側面に取
り付けられ、この２個の建物ユニット間の補強材の上に
部屋が設けられているから、４本の柱が隣合っている場
所がなく、安価になる。又、補強材の側面と天井梁との
接触面積が大きく、補強材の両側に天井梁を強固に接続
することができるので安心であると同時にフランジ等を
設ける必要がなく安価になる。According to the third aspect of the present invention, two building units adjacent to each other on the lower floor are installed separately from each other, and a reinforcing material is extended from one of the two building units to the other. Since both sides are respectively attached to the side of the ceiling beam of one building unit and the side of the ceiling beam of the other building unit, and the room is provided on the reinforcement between the two building units, four There is no place where pillars are next to each other, so it is cheap. In addition, the contact area between the side surface of the reinforcing member and the ceiling beam is large, and the ceiling beam can be firmly connected to both sides of the reinforcing member.

【００５１】請求項４記載の発明では、請求項３記載の
ユニット建物における２個の建物ユニットの間の補強材
の上に隣接する建物ユニットとほぼ同じ高さの床梁が設
けられ、この床梁の上に部屋が設けられているから、こ
の床梁の上から隣接する建物ユニットの床梁に跨がった
部屋等を設けることができるので便利である。According to the fourth aspect of the present invention, a floor beam having substantially the same height as an adjacent building unit is provided on a reinforcing member between two building units in the unit building according to the third aspect, and this floor is provided. Since the room is provided on the beam, a room or the like straddling the floor beam of an adjacent building unit can be provided on the floor beam, which is convenient.

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

【図１】本発明ユニット建物の一実施例を示すもので、
補強材付建物ユニットの上に補助建物ユニットを載せた
状態の骨格を示す説明図である。FIG. 1 shows an embodiment of the unit building of the present invention.
It is explanatory drawing which shows the skeleton in the state where the auxiliary building unit was mounted on the building unit with a reinforcement.

【図２】（イ）はユニット建物の斜視図、（ロ）はユニ
ット建物の配置図である。2A is a perspective view of a unit building, and FIG. 2B is a layout diagram of the unit building.

【図３】（イ）は基本建物ユニットの骨格を示す説明
図、（ロ）は補強材付建物ユニットの骨格を示す説明
図、（ハ）は補助建物ユニットの骨格を示す説明図であ
る。3A is an explanatory view showing a skeleton of a basic building unit, FIG. 3B is an explanatory view showing a skeleton of a building unit with a reinforcing member, and FIG. 3C is an explanatory view showing a skeleton of an auxiliary building unit.

【図４】本発明ユニット建物の他の実施例を示すもの
で、ユニット建物のバルコニーの取付部分を示す説明図
である。FIG. 4 is a view showing another embodiment of the unit building of the present invention, and is an explanatory view showing a mounting portion of a balcony of the unit building.

【図５】（イ）はユニット建物の斜視図、（ロ）はユニ
ット建物の配置図である。5A is a perspective view of a unit building, and FIG. 5B is a layout diagram of the unit building.

【図６】補強材付建物ユニットの骨格を示す説明図であ
る。FIG. 6 is an explanatory view showing a skeleton of a building unit with a reinforcing member.

【図７】本発明ユニット建物の別の実施例を示すもの
で、補強材の上に部屋が設けられている状態を示す説明
図である。FIG. 7 shows another embodiment of the unit building of the present invention, and is an explanatory view showing a state where a room is provided on a reinforcing material.

【図８】（イ）はユニット建物の斜視図、（ロ）はユニ
ット建物の配置図である。8A is a perspective view of a unit building, and FIG. 8B is a layout diagram of the unit building.

【図９】２個の補強材付建物ユニットの間に補強材が取
り付けられている状態の骨格を示す説明図である。FIG. 9 is an explanatory view showing a skeleton in a state where a reinforcing member is attached between two building units with a reinforcing member.

【符号の説明】 １、１ａ、１ｂ ユニット建物 ２、２ａ、２ｂ 基本建物ユニット ２１、２１ａ、２１ｂ 柱 ２２、２２ａ、２２ｂ 床梁 ２３、２３ａ、２３ｂ 天井梁 ３、３ａ、３ｂ 補強材付建物ユニット ３１、３１ａ、３１ｂ 柱 ３２、３２ａ、３２ｂ 床梁 ３３、３３ａ、３３ｂ 天井梁 ４ 補助建物ユニット ５、５ａ、５ｂ 補強材 ５１ａ バルコニー梁 ７、７ａ バルコニー ９ｂ、９１ｂ 部屋 ９６ｂ 床梁[Description of Signs] 1, 1a, 1b Unit Building 2, 2a, 2b Basic Building Unit 21, 21a, 21b Pillar 22, 22a, 22b Floor Beam 23, 23a, 23b Ceiling Beam 3, 3a, 3b Building Unit with Reinforcement 31, 31a, 31b Pillar 32, 32a, 32b Floor beam 33, 33a, 33b Ceiling beam 4 Auxiliary building unit 5, 5a, 5b Reinforcement 51a Balcony beam 7, 7a Balcony 9b, 91b Room 96b Floor beam

Claims (4)

【特許請求の範囲】[Claims] 【請求項１】 複数個の建物ユニットが上下前後左右に
組み立てられたユニット建物において、前記建物ユニッ
トは矩形の四隅に配置された４本の柱と、この４本の柱
の上端部を連結する４本の天井梁と、４本の柱の下端部
を連結する４本の床梁とからなる骨格を有し、複数個の
建物ユニットの中の少なくとも１個の下階の建物ユニッ
トには、天井梁の側面に補強材が取り付けられているこ
とを特徴とするユニット建物。1. In a unit building in which a plurality of building units are assembled vertically, front, rear, left, and right, the building units connect four pillars arranged at four corners of a rectangle and upper ends of the four pillars. It has a skeleton consisting of four ceiling beams and four floor beams connecting the lower ends of the four columns, and at least one lower-floor building unit among the plurality of building units has: A unit building characterized by reinforcing materials attached to the side of the ceiling beam. 【請求項２】 複数個の建物ユニットが上下前後左右に
組み立てられたユニット建物において、前記建物ユニッ
トは矩形の四隅に配置された４本の柱と、この４本の柱
の上端部を連結する４本の天井梁と、４本の柱の下端部
を連結する４本の床梁とからなる骨格を有し、複数個の
建物ユニットの中の少なくとも１個の下階の建物ユニッ
トには、天井梁の側面に補強材が取り付けられ、この補
強材が屋外に延設され、この屋外に延設された補強材が
バルコニー梁になされていることを特徴とするユニット
建物。2. In a unit building in which a plurality of building units are assembled vertically, front, rear, left and right, the building units connect four pillars arranged at four corners of a rectangle and upper end portions of the four pillars. It has a skeleton consisting of four ceiling beams and four floor beams connecting the lower ends of the four columns, and at least one lower-floor building unit among the plurality of building units has: A unit building, wherein a reinforcing member is attached to a side surface of a ceiling beam, the reinforcing member extends outside, and the reinforcing member extended outside is formed on a balcony beam. 【請求項３】 複数個の建物ユニットが上下前後左右に
組み立てられたユニット建物において、前記建物ユニッ
トは矩形の四隅に配置された４本の柱と、この４本の柱
の上端部を連結する４本の天井梁と、４本の柱の下端部
を連結する４本の床梁とからなる骨格を有し、複数個の
建物ユニットの中の互いに隣接する下階の２個の建物ユ
ニットが離して据え付けられ、この２個の建物ユニット
の一方から他方に補強材が差し渡され、この補強材の両
側がそれぞれ一方の建物ユニットの天井梁の側面と他方
の建物ユニットの天井梁の側面に取り付けられ、この２
個の建物ユニットの間の補強材の上に部屋が設けられて
いることを特徴とするユニット建物。3. In a unit building in which a plurality of building units are assembled vertically and horizontally, the building units connect four pillars arranged at four corners of a rectangle and upper ends of the four pillars. It has a skeleton consisting of four ceiling beams and four floor beams connecting the lower ends of the four columns, and two building units on the lower floor adjacent to each other among a plurality of building units. The two building units are spaced apart and reinforcement is passed from one of the two building units to the other, with both sides of the reinforcement on the side of the ceiling beam of one building unit and the side of the ceiling beam of the other building unit, respectively. Attached, this 2
A unit building, wherein a room is provided on a reinforcing material between individual building units. 【請求項４】 ２個の建物ユニットの間の補強材の上に
隣接する建物ユニットとほぼ同じ高さの床梁が設けら
れ、この床梁の上に部屋が設けられていることを特徴と
する請求項３記載のユニット建物。4. A floor beam having substantially the same height as an adjacent building unit is provided on a reinforcing material between two building units, and a room is provided on the floor beam. The unit building according to claim 3, wherein
JP22268496A 1996-08-23 1996-08-23 Unit building Pending JPH1061018A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22268496A JPH1061018A (en) 1996-08-23 1996-08-23 Unit building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22268496A JPH1061018A (en) 1996-08-23 1996-08-23 Unit building

Publications (1)

Publication Number Publication Date
JPH1061018A true JPH1061018A (en) 1998-03-03

Family

ID=16786303

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22268496A Pending JPH1061018A (en) 1996-08-23 1996-08-23 Unit building

Country Status (1)

Country Link
JP (1) JPH1061018A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006001977B3 (en) * 2006-01-13 2007-05-10 Avl Deutschland Gmbh A transportable test station has a modular construction comprising interconnected test and supply modules whose dimensions make for a compact assembly
JP2007285061A (en) * 2006-04-19 2007-11-01 Toyota Motor Corp Unit building
JP2009185531A (en) * 2008-02-07 2009-08-20 Sekisui Chem Co Ltd Seismic response controlled building
JP2010018964A (en) * 2008-07-08 2010-01-28 Sekisui Chem Co Ltd Balcony equipment and unit building equipped with the same
JP2014141882A (en) * 2014-05-15 2014-08-07 Sekisui Chem Co Ltd Balcony device and unit building with balcony device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006001977B3 (en) * 2006-01-13 2007-05-10 Avl Deutschland Gmbh A transportable test station has a modular construction comprising interconnected test and supply modules whose dimensions make for a compact assembly
JP2007285061A (en) * 2006-04-19 2007-11-01 Toyota Motor Corp Unit building
JP2009185531A (en) * 2008-02-07 2009-08-20 Sekisui Chem Co Ltd Seismic response controlled building
JP2010018964A (en) * 2008-07-08 2010-01-28 Sekisui Chem Co Ltd Balcony equipment and unit building equipped with the same
JP2014141882A (en) * 2014-05-15 2014-08-07 Sekisui Chem Co Ltd Balcony device and unit building with balcony device

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