JPH02194230A - Unit building - Google Patents
Unit buildingInfo
- Publication number
- JPH02194230A JPH02194230A JP1268089A JP1268089A JPH02194230A JP H02194230 A JPH02194230 A JP H02194230A JP 1268089 A JP1268089 A JP 1268089A JP 1268089 A JP1268089 A JP 1268089A JP H02194230 A JPH02194230 A JP H02194230A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- building
- major
- vibration
- beams
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 abstract 2
- 230000013011 mating Effects 0.000 abstract 2
- 230000001737 promoting effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 8
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 2
- 229910052802 copper Inorganic materials 0.000 description 2
- 239000010949 copper Substances 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 230000005284 excitation Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000002253 acid Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
Landscapes
- Floor Finish (AREA)
Abstract
Description
【発明の詳細な説明】 ［産業上の利用分野］ 本発明は、ユニット建物に関する。[Detailed description of the invention] [Industrial application field] The present invention relates to unit buildings.
［従来の技術］
従来、ユニット建物を構成する建物ユニットの床構造体
として、特公昭６１−３９４３号公報に記載される如き
ものが用いられている。この床構造体は、フランジ及び
ウェブな備える複数の大梁によりて外枠を形成するとと
もに、複数の相互に並列配置される小梁のそれぞれを相
対する大梁間に架け渡し、各小梁の両端部を上記相対す
る各大梁のフランジに固定して構成されるている。[Prior Art] Conventionally, as a floor structure of a building unit constituting a unit building, a structure as described in Japanese Patent Publication No. 61-3943 has been used. This floor structure forms an outer frame with a plurality of large beams including flanges and webs, and bridges each of the plurality of small beams arranged in parallel between the opposing large beams, and connects both ends of each small beam. are fixed to the flanges of each of the opposing girders.
又、上記のユニット建物にあっては、隣接する建物ユニ
ットの相互間で、一方の床構造体を構成する大梁のフラ
ンジと、他方の床構造体を構成する大梁のフランジとを
、それらの長手方向における柱との連結部、及び長手方
向の中間部にて、相互に接合している。これは、大梁の
剛性を向上し、建物の強度を向上するものである。In addition, in the above-mentioned unit buildings, between adjacent building units, the flanges of the girders constituting one floor structure and the flanges of the girders constituting the other floor structure are They are joined to each other at the connection part with the pillar in the direction and at the intermediate part in the longitudinal direction. This improves the rigidity of the girders and increases the strength of the building.
［発明が解決しようとする課題］
然しながら、上記の如くの床構造体を用いて構築される
建物にあっては、例えば上階室に居住する子供が飛び跳
ねたり走り回ったりする時に、その床の振動に起因する
衝撃音（以下、重量床衝撃音）が下階室に伝わり、又上
階室自体め床振動が大きく、居住性を損なうことがある
。[Problems to be Solved by the Invention] However, in buildings constructed using floor structures such as those described above, vibrations of the floor occur when, for example, children living in the upper floors jump or run around. The impact noise caused by this (hereinafter referred to as "heavy floor impact sound") is transmitted to the lower floor rooms, and the floor vibrations of the upper floor rooms themselves are large, which may impair livability.
この重量床衝撃音のうち低音部は主として床全体の振動
に起因し、その低減のためには床構造体の剛性、重量、
制振等を考慮する必要がある０、このうち、剛性につい
ての考慮に関していえば、大梁と小梁の剛性が大きなウ
ェイトを占める。即ち、重量床衝撃音と床振動性能は、
大梁と小梁の両者の剛性に殆ど多くを支配される。The low-pitched part of this heavy floor impact noise is mainly caused by the vibration of the entire floor, and in order to reduce it, it is necessary to
It is necessary to consider vibration damping, etc. Among these, when it comes to considering rigidity, the rigidity of the main beam and small beam occupies a large weight. In other words, the weight floor impact sound and floor vibration performance are
It is mostly controlled by the stiffness of both the main beam and the small beam.
然るに、従来の床構造体は、隣り合う床構造体のそれぞ
れを構成する各大梁のフランジを、前述の如くの柱との
連結部、及び長手方向中間部にて相互に接合し、大梁の
ｌｌ’ｌ性を確保しているにすぎない。However, in the conventional floor structure, the flanges of each girder constituting each of the adjacent floor structures are joined to each other at the connection portion with the column and the longitudinal intermediate portion as described above, and 'l nature is merely ensured.
即ち、従来の床構造体では、■第５図（Ａ）に示す如く
の大梁全体の倒れ、或いは■第５図ＣＢ）に示す如くの
大梁フランジの倒れにより、結果として、大梁フランジ
に固定される小梁の振動を助長し、該小梁の見かけ上の
剛性を低下することとなる。このため、床全体の振動を
抑制するに足る小梁の剛性を確保できず、重量床衝撃音
のうち主として低音部を低減し、かつ床振動性能を確実
に向上することに困難がある。That is, in the conventional floor structure, (1) the entire girder collapses as shown in Figure 5 (A), or (2) the girder flange collapses as shown in Figure 5 (CB), resulting in the floor structure being fixed to the girder flange. This promotes the vibration of the small beam and reduces the apparent rigidity of the small beam. For this reason, it is not possible to ensure the rigidity of the small beams sufficient to suppress the vibration of the entire floor, and it is difficult to reduce mainly the low-pitched sound part of the heavy floor impact sound and to reliably improve the floor vibration performance.
本発明は、床構造体の重量床衝撃音のうち主として低音
部を低減し、かつ床振動性能を確実に向上することを目
的とする。An object of the present invention is to mainly reduce the low-pitched sound part of the heavy floor impact noise of a floor structure, and to reliably improve floor vibration performance.
［課題を解決するための手段］
本発明は、複数の建物ユニットを隣接配置して構成され
、各建物ユニットの床構造体が、フランジ及びウェブな
備える複数の大梁によって外枠を形成するとともに、複
数の相互に並列配置される小梁のそれぞれを相対する大
梁間に架け渡し、各小梁の両端部を上記相対する各大梁
のフランジに固定して構成されるユニット建物において
、隣接する建物ユニットの相互間で、一方の床構造体を
構成する大梁のフランジと、他方の床構造体を構成する
大梁のフランジとを、それらの長手方向における小梁固
定部に対応する部分にて、相互に接合したものである。[Means for Solving the Problems] The present invention is constructed by arranging a plurality of building units adjacent to each other, and the floor structure of each building unit forms an outer frame with a plurality of girders including flanges and webs. In a unit building in which each of a plurality of small beams arranged in parallel is bridged between opposing girders, and both ends of each small beam are fixed to the flanges of the opposing girders, adjacent building units The flanges of the girders constituting one floor structure and the flanges of the girders constituting the other floor structure are connected to each other at the portions corresponding to the small beam fixing parts in their longitudinal direction. It is joined together.
［作用］
本発明によれば、隣り合う床構造体のそれぞれを構成す
る各大梁のフランジを、それらの長手方向における小梁
固定部に対応する部分にて、相互に接合した。従って、
相隣り合う大梁を小梁固定部で相互に補強し、■第５図
（Ａ）に示した如くの大梁全体の倒れを抑制でき、かっ
■第５図（Ｂ）に示した如くの大梁フランジの倒れを抑
制でき、結果として、大梁フランジに固定される小梁の
振動を助長することがなく、該小梁の見かけ上の剛性低
下を防止できる。このため、床全体の振動を抑制するに
足る小梁の剛性を確保できる。[Function] According to the present invention, the flanges of the large beams constituting each of the adjacent floor structures are joined to each other at the portions corresponding to the small beam fixing portions in the longitudinal direction thereof. Therefore,
By mutually reinforcing adjacent girders with the small beam fixing parts, it is possible to prevent the entire girder from collapsing as shown in Figure 5 (A), and to prevent the girder flange from collapsing as shown in Figure 5 (B). As a result, the vibration of the small beam fixed to the large beam flange is not promoted, and a decrease in the apparent rigidity of the small beam can be prevented. Therefore, the rigidity of the small beams can be ensured to suppress vibrations of the entire floor.
然るに、従来の床構造体では、建物の床上にて例えば子
供が飛び跳ねたり走り回ると、主として小梁の励振によ
り床全体が振動し、この床全体の振動が重量、床衝撃音
のうちの低音部の原因となり、又大きな床振動を生じて
居住性を損なう、この時、本発明の床構造体にあっては
、上述の如くにより小梁の剛性が確保されるから、床全
体の振動を抑制し、重量床衝撃音のうち主として低音部
を低減し、かつ床振動性能を確実に向上することにて、
居住性を向上できる。However, in conventional floor structures, when a child jumps or runs around on the floor of a building, the entire floor vibrates mainly due to the excitation of the small beams. In this case, in the floor structure of the present invention, the rigidity of the small beams is ensured as described above, so the vibration of the entire floor can be suppressed. By reducing mainly the bass part of heavy floor impact noise and reliably improving floor vibration performance,
It can improve livability.
［実施例］
第１図は本発明の一実施例に係る床構造体が適用された
ユニット建物の要部を示す断面図、第２図は床構造体の
要部を示す模式図、第３図はユニット建物を示す模式図
、第４図は軸組式建物ユニットを示す模式図、第５図は
床構造体における大梁と小梁の変形状態を示す模式図で
ある。[Example] Fig. 1 is a sectional view showing the main part of a unit building to which a floor structure according to an embodiment of the present invention is applied, Fig. 2 is a schematic diagram showing the main part of the floor structure, and Fig. 3 is a schematic diagram showing the main part of the floor structure. FIG. 4 is a schematic diagram showing a unit building, FIG. 4 is a schematic diagram showing a frame type building unit, and FIG. 5 is a schematic diagram showing a deformed state of the large beam and small beam in the floor structure.
第３図に示すユニット建物１０は、基礎１１の上部に複
数の下階建物ユニット１２を隣接配置し、それら下階建
物ユニット１２の上部に複数の上階建物ユニット１３を
隣接配置し、更にそれら上階建物ユニット１３の上部に
複数の屋根ユニット１４を搭載している。The unit building 10 shown in FIG. 3 has a plurality of lower-floor building units 12 arranged adjacent to each other on top of a foundation 11, a plurality of upper-floor building units 13 arranged adjacent to the upper part of these lower-floor building units 12, and furthermore, A plurality of roof units 14 are mounted on the upper part of the upper floor building unit 13.
ここで、建物ユニット１２．１３は、第４図に示す如く
の軸組式からなり、４本の角鋼管製柱１５を４隅に配置
し、各社１５の下端部に設けた溝形状鋼板製連結片１６
に床構造体１７の４隅を接合するとともに、各社１５の
上端部に設けた溝形状銅板製連結片１８に天井構造体１
９の４隅を接合することにて、箱形ななす如くに構成さ
れている。Here, the building units 12 and 13 are of a frame type as shown in FIG. Connecting piece 16
At the same time, the ceiling structure 1 is connected to the groove-shaped copper plate connection piece 18 provided at the upper end of each company 15.
By joining the four corners of 9, it is constructed to form a box-like shape.
床構造体１７は、４本の溝形鋼製床大梁２０を上記連結
片１６の内側に重ね合わせる如くに嵌合、溶接して外枠
を形成している。又、床構造体１７は、複数の相互に並
列配置される床小梁２１のそれぞれを相対する床大梁２
０．２０間に架ｔけ渡し、各床小梁２１の両端部に設け
た溝形状鋼板製連結片２２を上記対応する床大梁２０の
それぞれに溶接している。この時、連結片２２の上フラ
ンジ２２Ａは床大梁２０の上フランジ２ＯＡの上に溶接
され、連結片２２の下フランジ２２Ｂは床大梁２０の下
フランジ２０Ｂの上に溶接される（第１図参照）、尚、
２０Ｃは床大梁２０のウェブである。更に、床構造体１
７は、複数の相互に並列配置される木製床根太２３のそ
れぞれな各床小梁２１に直交配置し、各床根太２３をそ
れら床小梁２１の上部に接着剤又は釘打ちにて固定し、
各床根太２３の上部に床板２４を接着剤又は釘打ちにて
固定している（第１図参照）。The floor structure 17 has an outer frame formed by fitting and welding four channel steel floor girders 20 so as to overlap them inside the connecting piece 16. In addition, the floor structure 17 includes a plurality of floor beams 21 arranged in parallel with each other and a floor beam 2 facing each other.
The groove-shaped steel plate connecting pieces 22 provided at both ends of each floor beam 21 are welded to each of the corresponding floor beams 20. At this time, the upper flange 22A of the connecting piece 22 is welded onto the upper flange 2OA of the floor girder 20, and the lower flange 22B of the connecting piece 22 is welded onto the lower flange 20B of the floor girder 20 (see Fig. 1). ),still,
20C is the web of the floor girder 20. Furthermore, the floor structure 1
7 is arranged perpendicularly to each of the floor joists 21 of a plurality of wooden floor joists 23 arranged in parallel with each other, and each floor joist 23 is fixed to the upper part of the floor joists 21 with adhesive or nailing. ,
A floor board 24 is fixed to the top of each floor joist 23 with adhesive or nailing (see FIG. 1).
天井構造体１９は、４本の溝形鋼製天井大梁２５を上記
連結片１８の内側に重ね合わせる如くに嵌合、溶接して
外枠を形成している。又、天井構造体１９は、複数の相
互に並列配置される木製天井根太２６のそれぞれを、天
井大梁２５の下フランジ２５Ｂの上に接着剤又は釘打ち
にて固定している。更に、天井構造体１９は、各天井根
太２６の下部に天井板２７を接着剤又は釘打ちにて固定
している（第１図参照）。The ceiling structure 19 has an outer frame formed by fitting and welding four channel-shaped steel ceiling girders 25 so as to overlap them inside the connecting piece 18. Further, in the ceiling structure 19, each of the plurality of wooden ceiling joists 26 arranged in parallel with each other is fixed onto the lower flange 25B of the ceiling beam 25 with adhesive or nailing. Further, in the ceiling structure 19, a ceiling plate 27 is fixed to the lower part of each ceiling joist 26 by adhesive or nailing (see FIG. 1).
尚、建物１０において、左右にて隣り合う建物ユニット
１２（又は１３）は、それらの床構造体１７を不図示の
連結板にて相互に連結しており、該連結板は各床構造体
１７を構成する床大梁２０の連結片１６に近接する基部
、及び該床大梁２０の中間部にボルト結合され、該床大
梁２０の剛性確保を図っている。又、第１図において、
２９は左右にて隣り合う建物ユニット１２（又は１３）
の天井構造体１９を相互に連結する連結片であり、連結
片２９は各天井構造体１９を構成する天井大梁２５の連
結片１８に近接する基部、及び該天井大梁の中間部に天
井根太２６の端部とともにボルト結合される、又、３０
は下階建物ユニット１２の天井大梁２５と上階建物ユニ
ット１３の床大梁２０との間の間隙（連結片１６．１８
の各肉厚の和に相当する間隙）に介装されるスペーサで
あり、スペーサ３０は床大梁２０の下フランジ２０Ｂ、
天井大梁２５の上フランジ２５Ａ、及び連結片２２の下
フランジ２２Ｂの３者とともにボルト結合される。In the building 10, the building units 12 (or 13) adjacent on the left and right have their floor structures 17 connected to each other by connecting plates (not shown), and the connecting plates connect each floor structure 17. The base portion of the floor beam 20 constituting the floor beam 20 is bolted to the base close to the connecting piece 16 and the intermediate portion of the floor beam 20 to ensure the rigidity of the floor beam 20. Also, in Figure 1,
29 is the building unit 12 (or 13) adjacent on the left and right
The connecting piece 29 is a connecting piece that connects the ceiling structures 19 of each ceiling structure 19 with each other. bolted together with the end of the 30
is the gap between the ceiling beam 25 of the lower floor building unit 12 and the floor beam 20 of the upper floor building unit 13 (connection piece 16.18).
(a gap corresponding to the sum of the respective wall thicknesses), the spacer 30 is a spacer inserted between the lower flange 20B of the floor beam 20,
The upper flange 25A of the ceiling girder 25 and the lower flange 22B of the connecting piece 22 are bolted together.
然して、本発明の建物１０にあっては、第１図、第２図
に示す如く、隣接する上階建物ユニット１３．１３の相
互間で、一方の床構造体１７を構成する床大梁２０の上
フランジ２ＯＡと他方の床構造体１７を構成する床大梁
２０の上フランジ２ＯＡとを、それらの長手方向におけ
る小梁（床小梁２１）固定部に対応する部分にて、銅板
製接合板３１を用いることにより相互に接合している。However, in the building 10 of the present invention, as shown in FIGS. 1 and 2, the floor girder 20 constituting one floor structure 17 is The upper flange 2OA and the upper flange 2OA of the floor girder 20 constituting the other floor structure 17 are connected to a copper plate joining plate 31 at a portion corresponding to the fixing portion of the small beam (floor beam 21) in their longitudinal direction. They are mutually joined by using.
接合板３１は各フランジ２ＯＡにボルト結合される。The joint plate 31 is bolted to each flange 2OA.
次に、上記実施例の作用について説明する。Next, the operation of the above embodiment will be explained.
上記実施例によれば、隣り合う床構造体１７のそれぞれ
を構成する各床大梁２０の上フランジ２０Ａを、それら
の長手方向における小梁（床小梁２１）固定部に対応す
る部分にて、接合板３１を用いて相互に接合した。従っ
て、相隣り合う床大梁２０を小梁固定部で相互に補強し
、■第５図（Ａ）に示した如くの大梁全体の倒れを抑制
でき、かつ■第５図（Ｂ）に示した如くの大梁フランジ
の倒れを抑制でき、結果として、床大梁２゜のフランジ
２ＯＡに固定される床小梁２１の振動を助長することが
なく、該床小梁２１の見かけ上の剛性低下を防止できる
。このため、床全体の振動を抑制するに足る床小梁２１
の剛性を確保できる。According to the above embodiment, the upper flanges 20A of each floor beam 20 constituting each of the adjacent floor structures 17 are arranged at the portions corresponding to the fixing portions of the small beams (floor beams 21) in the longitudinal direction thereof. They were bonded to each other using a bonding plate 31. Therefore, by mutually reinforcing the adjacent floor girders 20 with the small beam fixing parts, it is possible to ■ suppress the collapse of the entire girder as shown in Figure 5 (A), and ■ As a result, the vibration of the floor beam 21 fixed to the flange 2OA of the floor beam 2° is not promoted, and the apparent decrease in rigidity of the floor beam 21 is prevented. can. For this reason, the floor beams 21 are sufficient to suppress the vibration of the entire floor.
The rigidity can be ensured.
然るに、従来の床構造体では、建物の床上にて例えば子
供が飛び跳ねたり走り回ると、主として床小梁の励振に
より床全体が振動し、この床全体の振動が重量床衝撃音
のうちの低音部の原因となり、又大きな床振動を生じて
居住性を損なう。この時、上記床構造体１７にあっては
、上述の如くにより床小梁２１の剛性が確保されるから
、床全体の振動を抑制し、重量床衝撃音のうち主として
低音部を低減し、かつ床振動性能を確実に向上すること
にて、居住性を向上できる。However, in conventional floor structures, when a child jumps or runs around on the floor of a building, the entire floor vibrates mainly due to the excitation of the floor beams, and this vibration of the entire floor produces the low-pitched part of the heavy floor impact sound. It also causes large floor vibrations, impairing livability. At this time, in the floor structure 17, since the rigidity of the floor beams 21 is ensured as described above, the vibration of the entire floor is suppressed, and the low-pitched part of the heavy floor impact noise is mainly reduced. In addition, by reliably improving floor vibration performance, livability can be improved.
尚、本発明の床構造体は、通常の床厚みの範囲内に上述
の接合板等の接合手段を納めるものであるから、重量床
衝撃音の低減に際し、床厚みを増して天井高を低くする
等の不都合を伴うこともない。In addition, since the floor structure of the present invention accommodates the above-mentioned joining means such as the joining plate within the range of the normal floor thickness, in order to reduce the weight floor impact sound, it is necessary to increase the floor thickness and lower the ceiling height. There are no inconveniences such as
又、本発明の床構造体は、下階室の床構成部分にも適用
でき、これにより下階室の床構・酸部分にて生ずる床振
動を制振し、結果としてこの床振動に起因する騒音を低
減し、居住性を向上することもできる。Furthermore, the floor structure of the present invention can be applied to the floor component of the lower floor room, thereby damping the floor vibrations occurring in the floor structure/acid part of the lower floor room, and as a result, suppressing the vibrations caused by this floor vibration. It can also reduce noise and improve livability.
［発明の効果コ
以上のように本発明によれば、床構造体の重量床衝撃音
のうち主として低音部を低減し、かつ床振動性能を確実
に向上することができる。[Effects of the Invention] As described above, according to the present invention, it is possible to mainly reduce the low-pitched sound part of the heavy floor impact sound of the floor structure, and to reliably improve the floor vibration performance.
第１図は本発明の一実施例に係る床構造体が適用された
ユニット建物の要部を示す断面図、第２図は床構造体の
要部を示す模式図、第３図はユニット建物を示す模式図
、第４図は軸組式建物ユニットを示す模式図、第５図は
床構造体における大梁と小梁の変形状態を示す模式図で
ある。
１０・・・ユニット建物、
１２．１３・・・建物ユニット、
１７・・・床構造体、
２０・・・床大梁、
２ＯＡ、２０Ｂ・・・フランジ、
２０Ｃ・・・ウェブ、
２１・・・床小梁、
３１・・・接合板。
特許出願人 積水化学工業株式会社
代表者 廣１）馨
棺５図
（Ａ）
（Ｂ）Fig. 1 is a sectional view showing the main parts of a unit building to which a floor structure according to an embodiment of the present invention is applied, Fig. 2 is a schematic diagram showing the main parts of the floor structure, and Fig. 3 is a unit building. FIG. 4 is a schematic diagram showing a frame type building unit, and FIG. 5 is a schematic diagram showing a deformed state of the large beam and small beam in the floor structure. 10... Unit building, 12.13... Building unit, 17... Floor structure, 20... Floor girder, 2OA, 20B... Flange, 20C... Web, 21... Floor Small beam, 31... joint plate. Patent applicant: Sekisui Chemical Co., Ltd. Representative Hiroshi 1) Kaoru coffin 5 drawings (A) (B)
Claims (1)
建物ユニットの床構造体が、フランジ及びウェブを備え
る複数の大梁によって外枠を形成するとともに、複数の
相互に並列配置される小梁のそれぞれを相対する大梁間
に架け渡し、各小梁の両端部を上記相対する各大梁のフ
ランジに固定して構成されるユニット建物において、隣
接する建物ユニットの相互間で、一方の床構造体を構成
する大梁のフランジと、他方の床構造体を構成する大梁
のフランジとを、それらの長手方向における小梁固定部
に対応する部分にて、相互に接合したことを特徴とする
ユニット建物。(1) Consisting of a plurality of building units arranged adjacent to each other, the floor structure of each building unit forms an outer frame with a plurality of girders provided with flanges and webs, and a plurality of small beams arranged in parallel with each other. In a unit building constructed by spanning each of the two opposing girders, and fixing both ends of each small beam to the flanges of each of the opposing girders, one floor structure is installed between adjacent building units. A unit building characterized in that a flange of a major beam constituting the floor structure and a flange of a major beam constituting the other floor structure are joined to each other at a portion corresponding to a minor beam fixing part in their longitudinal direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1268089A JPH02194230A (en) | 1989-01-20 | 1989-01-20 | Unit building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1268089A JPH02194230A (en) | 1989-01-20 | 1989-01-20 | Unit building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02194230A true JPH02194230A (en) | 1990-07-31 |
Family
ID=11812095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1268089A Pending JPH02194230A (en) | 1989-01-20 | 1989-01-20 | Unit building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02194230A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04136342A (en) * | 1990-09-27 | 1992-05-11 | Sekisui Chem Co Ltd | Method for constructing prefabricated house |
| JP2009256911A (en) * | 2008-04-14 | 2009-11-05 | Toyota Motor Corp | Building unit and unit building |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6259742A (en) * | 1985-09-06 | 1987-03-16 | 積水化学工業株式会社 | Unit building |
-
1989
- 1989-01-20 JP JP1268089A patent/JPH02194230A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6259742A (en) * | 1985-09-06 | 1987-03-16 | 積水化学工業株式会社 | Unit building |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04136342A (en) * | 1990-09-27 | 1992-05-11 | Sekisui Chem Co Ltd | Method for constructing prefabricated house |
| JP2009256911A (en) * | 2008-04-14 | 2009-11-05 | Toyota Motor Corp | Building unit and unit building |
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