JP2003328446A - Connection structure of column and unit building - Google Patents

Connection structure of column and unit building

Info

Publication number
JP2003328446A
JP2003328446A JP2002135649A JP2002135649A JP2003328446A JP 2003328446 A JP2003328446 A JP 2003328446A JP 2002135649 A JP2002135649 A JP 2002135649A JP 2002135649 A JP2002135649 A JP 2002135649A JP 2003328446 A JP2003328446 A JP 2003328446A
Authority
JP
Japan
Prior art keywords
nut
pillar
bolt
unit
building
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.)
Withdrawn
Application number
JP2002135649A
Other languages
Japanese (ja)
Inventor
Masahiro Shimazaki
征寛 嶋崎
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 JP2002135649A priority Critical patent/JP2003328446A/en
Publication of JP2003328446A publication Critical patent/JP2003328446A/en
Withdrawn legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To make the diameter of a connection bolt small compared with a hanging bolt when screwing the hanging bolt to a lower post and connecting the upper and lower columns with the connection bolt. <P>SOLUTION: In a connection structure of a column 23, nuts 32, 33 forming upper and lower two stages are provided at the top of the lower column 23. The screw diameter of the upper nut 32 is made larger than the screw diameter of the lower nut 33 and the upper nut 32 is used for screwing with the hanging bolt 34 and the lower nut 33 is used for screwing with the connection bolt 35. <P>COPYRIGHT: (C)2004,JPO

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】本発明は柱の接合構造及びユ
ニット建物に関する。
TECHNICAL FIELD The present invention relates to a column joint structure and a unit building.

【0002】[0002]

【従来の技術】上下の建物ユニットを接合してなるユニ
ット建物において、下階建物ユニットの柱の頂部に上階
建物ユニットの柱の底部を接続するに際し、下階建物ユ
ニットの柱の頂部にナットを設け、上階建物ユニットの
柱の底部に挿通された接続用ボルトを上記ナットに螺着
するものがある(特許2775582)。
2. Description of the Related Art In a unit building in which upper and lower building units are joined, a nut is attached to the top of the pillar of the lower floor building unit when the bottom of the pillar of the upper floor building unit is connected to the top of the pillar of the lower floor building unit. And a connection bolt inserted into the bottom of the pillar of the upper-floor building unit is screwed to the nut (Patent 2775582).

【0003】[0003]

【発明が解決しようとする課題】建物ユニットの運搬や
据付時に、前述した柱の頂部に設けたナットを、吊上げ
用ボルトの螺着用として兼用することが考えられる。
When transporting or installing a building unit, it is conceivable that the above-mentioned nut provided on the top of the pillar may also be used for screwing a lifting bolt.

【0004】このとき、吊上げ用ボルトのねじ径は、建
物ユニットの大きな重量の吊上げに耐え得る大径とさ
れ、この吊上げ用ボルトの螺着用として用いられるナッ
トのねじ径も大径になる。
At this time, the thread diameter of the hoisting bolt is large enough to withstand the heavy lifting of the building unit, and the thread diameter of the nut used for screwing the hoisting bolt is also large.

【0005】他方、接続用ボルトに必要とされるねじ径
は強度的には小径で足りる。しかしながら、接続用ボル
トの螺着用として上述の吊上げ用ボルトのためのナット
を兼用する場合には、接続用ボルトのねじ径を吊上げ用
ボルトのねじ径と同一となる大径にすることが必要にな
る。このような場合には、接続用ボルトのねじ径が大径
になり、中空の柱の内部で螺着操作されなければならな
い接続用ボルトの取回し性や締付作業性に不都合を伴な
う。
On the other hand, a small screw diameter is sufficient for the connecting bolt in terms of strength. However, when the nut for the above-mentioned lifting bolt is also used for screwing the connecting bolt, it is necessary to make the thread diameter of the connecting bolt the same as the thread diameter of the lifting bolt. Become. In such a case, the screw diameter of the connecting bolt becomes large, which causes a problem in the maneuverability and tightening workability of the connecting bolt that must be screwed inside the hollow column. U

【0006】本発明の課題は、下の柱に吊上げ用ボルト
を螺着するとともに、上下の柱を接続用ボルトで接続す
るに際し、吊上げ用ボルトに比して接続用ボルトを小径
化可能にすることにある。
An object of the present invention is to screw a hoisting bolt to a lower pillar and to connect the upper and lower pillars with a connecting bolt so that the diameter of the connecting bolt can be made smaller than that of the hoisting bolt. Especially.

【0007】[0007]

【課題を解決するための手段】請求項1の発明は、下の
中空の柱の頂部に上の中空の柱の底部を接続する柱の接
合構造において、下の柱の頂部に上下2段をなすナット
を設け、上ナットのねじ径を下ナットのねじ径より大き
くし、上ナットを吊上げ用ボルトの螺着用とし、下ナッ
トを接続用ボルトの螺着用とするようにしたものであ
る。
According to a first aspect of the present invention, there is provided a column-joining structure in which a bottom portion of an upper hollow column is connected to a top portion of a lower hollow column. An eggplant nut is provided, the screw diameter of the upper nut is made larger than the screw diameter of the lower nut, the upper nut is screwed on to the lifting bolt, and the lower nut is screwed on to the connecting bolt.

【0008】請求項2の発明は、請求項1記載の発明に
おいて更に、前記下の柱の頂部にガイド部を設け、前記
上の柱の底部に上記ガイド部に係合する係合部を設けて
なるものである。
According to a second aspect of the present invention, in addition to the first aspect of the present invention, a guide portion is provided on the top of the lower column, and an engaging portion that engages with the guide portion is provided on the bottom of the upper column. It will be.

【0009】請求項3の発明は、上下の建物ユニットを
接合してなるユニット建物において、下階建物ユニット
の中空の柱の頂部に上階建物ユニットの中空の柱の底部
を接続するに際し、請求項1又は2に記載の柱の接合構
造を用いてなるようにしたものである。
According to the invention of claim 3, in a unit building in which upper and lower building units are joined, the bottom of the hollow pillar of the upper floor building unit is connected to the top of the hollow pillar of the lower floor building unit. It is configured to use the column-joint structure according to Item 1 or 2.

【0010】[0010]

【作用】請求項1の発明によれば下記、の作用があ
る。 下の柱の頂部に、上下2段をなす、吊上げ用ボルトの
ための大径上ナットと、接続用ボルトのための小径下ナ
ットを設けた。従って、吊上げ用ボルトとして、建物ユ
ニットの大きな重量の吊上げに耐え得る大径のものを用
いながら、接続用ボルトとして、必要強度に見合うだけ
の小径のものを用いることができる。これにより、中空
の柱の内部で螺着操作されなければならない接続用ボル
トの取回し性や締付作業性を向上できる。
According to the invention of claim 1, the following effects are obtained. At the top of the lower column, a large diameter upper nut for the lifting bolt and a small diameter lower nut for the connecting bolt, which are in two steps, were provided. Therefore, it is possible to use a bolt having a large diameter capable of withstanding the heavy lifting of the building unit as a lifting bolt, and a bolt having a small diameter commensurate with the required strength as a connecting bolt. As a result, the maneuverability and tightening workability of the connecting bolt, which must be screwed inside the hollow column, can be improved.

【0011】接続用ボルトを小径下ナットに螺着操作
するとき、大径上ナットがガイドになり、接続用ボルト
を小径下ナットに容易に導き、接続用ボルトの取回し性
を向上できる。
When the connecting bolt is screwed into the small diameter lower nut, the large diameter upper nut serves as a guide, so that the connecting bolt can be easily guided to the small diameter lower nut and the manipulability of the connecting bolt can be improved.

【0012】請求項2の発明によれば下記の作用があ
る。 上の柱の底部の係合部を、下の柱の頂部のガイド部に
係合させることにより、上下の柱を容易に位置決めでき
るし、接続後の上下の柱の横ズレを防止できる。
According to the invention of claim 2, there is the following effect. By engaging the engaging portion at the bottom of the upper pillar with the guide portion at the top of the lower pillar, the upper and lower pillars can be easily positioned, and lateral displacement of the upper and lower pillars after connection can be prevented.

【0013】請求項3の発明によれば下記の作用があ
る。 ユニット建物を構成する上下の建物ユニットの相接続
される上下の柱の間で、上述〜を実現し、上下の建
物ユニットを容易に接合できる。
According to the invention of claim 3, there is the following action. It is possible to easily join the upper and lower building units by realizing the above items 1 to 3 between the upper and lower columns of the upper and lower building units that form the unit building and are connected to each other.

【0014】[0014]

【発明の実施の形態】図1はユニット建物の一部を構成
する上下の建物ユニットを示す斜視図、図2は上下の柱
の接続工程を示す模式図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a perspective view showing upper and lower building units forming a part of a unit building, and FIG. 2 is a schematic view showing a connecting process of upper and lower pillars.

【0015】ユニット建物10を構成する建物ユニット
20A、20Bは、図1に示す如く、矩形状に接続され
た4本の形鋼製床大梁21と、矩形状に接続された4本
の形鋼製天井大梁22と、床大梁21が形成した床枠組
のコーナー部と天井大梁22が形成した天井枠組のコー
ナー部とを連結する4本の角鋼管製中空柱23と、によ
り箱形の骨組構造体として構成される。
As shown in FIG. 1, the building units 20A and 20B constituting the unit building 10 include four shaped steel floor girders 21 connected in a rectangular shape and four shaped steel members connected in a rectangular shape. A box-shaped frame structure including a ceiling girder 22 made of steel, and four square steel pipe hollow columns 23 connecting the corners of the floor frame formed by the floor girder 21 and the corners of the ceiling frame formed by the ceiling girder 22. Composed as a body.

【0016】上記相対する床大梁21間に床小梁24が
架け渡され、この床小梁24上には、床根太25を介し
て床面材(不図示)が敷設される。また、相対する天井
大梁22間に天井根太26が架け渡され、この天井根太
26の下に天井面材(不図示)が取付けられる。
A floor girder 24 is bridged between the floor girders 21 facing each other, and a floor covering (not shown) is laid on the floor girder 24 via a floor joist 25. Further, a ceiling joist 26 is bridged between opposing ceiling girders 22, and a ceiling surface material (not shown) is attached under the ceiling joist 26.

【0017】上記建物ユニット20A、20Bは、施工
現場にて上下に積み重ねされ、2階建て或いはそれ以上
の階層の建物を構築する。この実施例では、下階建物ユ
ニット20Aの上に上階建物ユニット20Bを積み重
ね、2階建てユニット建物10を構築する。
The building units 20A and 20B are vertically stacked at the construction site to construct a two-story building or a building with more than two floors. In this embodiment, the upper-floor building unit 20B is stacked on the lower-floor building unit 20A to construct the two-story unit building 10.

【0018】下階建物ユニット20Aを構成する柱23
の頂部には、図2に示す如く、上端面板31が溶接等に
より固着される。上端面板31の下面には上下2段をな
すナット32、33が溶接等により、互いに柱23の中
芯軸上において同軸的に固着され、上ナット32のねじ
径を下ナット33のねじ径より大きくし、上ナット32
をアイボルトからなる吊上げ用ボルト34の螺着用と
し、下ナット33を接続用ボルト35の螺着用とする。
上端面板31には、吊上げ用ボルト34と接続用ボルト
35のための挿通孔36が、ナット32、33と同軸的
に設けられる。また、上端面板31の上面には、テーパ
状ガイド部37が、挿通孔36と同軸的に突出形成され
ている。
Pillars 23 constituting the lower floor building unit 20A
As shown in FIG. 2, an upper end face plate 31 is fixed to the top of the plate by welding or the like. On the lower surface of the upper end face plate 31, upper and lower nuts 32 and 33 are coaxially fixed to each other on the center axis of the pillar 23 by welding or the like, and the screw diameter of the upper nut 32 is smaller than that of the lower nut 33. Larger and upper nut 32
Is used for screwing the lifting bolt 34, which is an eyebolt, and the lower nut 33 is used for screwing the connecting bolt 35.
The upper end plate 31 is provided with insertion holes 36 for the lifting bolts 34 and the connection bolts 35 coaxially with the nuts 32 and 33. Further, a tapered guide portion 37 is formed on the upper surface of the upper end face plate 31 so as to project coaxially with the insertion hole 36.

【0019】上階建物ユニット20Bを構成する柱23
の底部には、図2に示す如く、下端面板41が溶接等に
より固着される。下端面板41には、柱23の中芯軸を
中心とする円形状の係合孔42(係合部)が設けられて
いる。上階建物ユニット20Bの柱23に設けたこの下
端面板41の係合孔42は、下階建物ユニット20Aの
側の柱23に設けた上端面板31のガイド部37に係合
し、上下の建物ユニット20A、20Bの柱23、23
を同軸上に位置決め可能とするとともに、接続後の建物
ユニット20A、20Bの横ズレを防止する。
Pillars 23 constituting the upper floor building unit 20B
As shown in FIG. 2, a lower end face plate 41 is fixed to the bottom of the plate by welding or the like. The lower end face plate 41 is provided with a circular engagement hole 42 (engagement portion) centered on the center axis of the column 23. The engaging hole 42 of this lower end face plate 41 provided in the pillar 23 of the upper floor building unit 20B engages with the guide portion 37 of the upper end face plate 31 provided in the pillar 23 on the side of the lower floor building unit 20A, and the upper and lower buildings. Pillars 23 and 23 of the units 20A and 20B
And the building units 20A and 20B after connection are prevented from being laterally displaced from each other.

【0020】従って、ユニット建物10は以下の如くに
構築される。 (1)下階建物ユニット20Aの柱23の頂部に設けた上
端面板31の上ナット32に吊上げ用ボルト34を螺着
し(図2(A))、クレーン等の吊り具をこの吊上げ用
ボルト34に連結して下階建物ユニット20Aを吊上
げ、下階建物ユニット20Aを建築現場の基礎等の所定
位置に据付ける。
Therefore, the unit building 10 is constructed as follows. (1) A lifting bolt 34 is screwed onto an upper nut 32 of an upper end face plate 31 provided on the top of the pillar 23 of the lower-floor building unit 20A (FIG. 2 (A)), and a lifting device such as a crane is attached to the lifting bolt. The lower-floor building unit 20A is lifted by being connected to 34, and the lower-floor building unit 20A is installed at a predetermined position such as the foundation of a construction site.

【0021】(2)上階建物ユニット20Bを、上述(1)の
下階建物ユニット20Aと同様に吊上げ、上階建物ユニ
ット20Bの柱23の底部に設けた下端面板41の係合
孔42を、下階建物ユニット20Aの柱23の頂部に設
けた上端面板31のテーパ状ガイド部37に係合させる
ようにし、上下の建物ユニット20A、20Bの柱2
3、23を同軸上に位置決めする(図2(B))。
(2) The upper floor building unit 20B is hung in the same manner as the lower floor building unit 20A described in (1) above, and the engaging hole 42 of the lower end face plate 41 provided at the bottom of the pillar 23 of the upper floor building unit 20B is formed. , The pillar 2 of the upper and lower building units 20A and 20B so as to be engaged with the tapered guide portion 37 of the upper end face plate 31 provided on the top of the pillar 23 of the lower floor building unit 20A.
3 and 23 are coaxially positioned (FIG. 2 (B)).

【0022】(3)長尺状のボルト締結工具(不図示)の
先端に、磁石等により仮固着した接続用ボルト35とワ
ッシャ35Aを上階建物ユニット20Bの柱23内に挿
入し、この接続用ボルト35を下階建物ユニット20A
の柱23の頂部に設けた上端面板31の下ナット33に
螺着する。接続用ボルト35は、ワッシャ35Aを上階
建物ユニット20Bの下端面板41に当てる状態で、下
階建物ユニット20Aの側の下ナット33に螺着され
(図2(C))、下階建物ユニット20Aの柱23の頂
部に上階建物ユニット20Bの柱23の底部を接続し、
結果として下階建物ユニット20Aと上階建物ユニット
20Bを接合する。
(3) At the tip of a long bolt fastening tool (not shown), the connecting bolt 35 and washer 35A temporarily fixed by a magnet or the like are inserted into the pillar 23 of the upper floor building unit 20B, and this connection is made. Bolt 35 for lower floor building unit 20A
It is screwed to the lower nut 33 of the upper end face plate 31 provided on the top of the pillar 23. The connecting bolt 35 is screwed to the lower nut 33 on the lower floor building unit 20A side with the washer 35A being applied to the lower end face plate 41 of the upper floor building unit 20B (FIG. 2 (C)), and the lower floor building unit. Connect the bottom of the pillar 23 of the upper building unit 20B to the top of the pillar 23 of 20A,
As a result, the lower-floor building unit 20A and the upper-floor building unit 20B are joined.

【0023】本実施形態によれば以下の作用がある。 下階建物ユニット20Aの柱23の頂部に、上下2段
をなす、吊上げ用ボルト34のための大径上ナット32
と、接続用ボルト35のための小径下ナット33を設け
た。従って、吊上げ用ボルト34として、建物ユニット
20A、20Bの大きな重量の吊上げに耐え得る大径の
ものを用いながら、接続用ボルト35として、必要強度
に見合うだけの小径のものを用いることができる。これ
により、中空の柱23の内部で螺着操作されなければな
らない接続用ボルト35の取回し性や締付作業性を向上
できる。
According to this embodiment, there are the following effects. On the top of the pillar 23 of the lower-floor building unit 20A, a large-diameter upper nut 32 for the hoisting bolt 34, which is in two steps up and down.
And a small diameter lower nut 33 for the connecting bolt 35. Therefore, it is possible to use, as the lifting bolts 34, those having a large diameter capable of withstanding the heavy lifting of the building units 20A and 20B, and the connecting bolts 35 having a small diameter commensurate with the required strength. As a result, the maneuverability and tightening workability of the connecting bolt 35, which must be screwed inside the hollow column 23, can be improved.

【0024】接続用ボルトを小径下ナット33に螺着
操作するとき、大径上ナット32がガイドになり、接続
用ボルトを小径下ナット33に容易に導き、接続用ボル
トの取回し性を向上できる。
When the connecting bolt is screwed into the small diameter lower nut 33, the large diameter upper nut 32 serves as a guide, and the connecting bolt is easily guided to the small diameter lower nut 33 so that the connecting bolt can be easily handled. Can be improved.

【0025】上階建物ユニット20Bの柱23の底部
の係合孔42を、下の柱の頂部のテーパ状ガイド部37
に係合させることにより、上下の柱23を容易に位置決
めできるし、接続後の上下の柱23の横ズレを防止でき
る。
The engaging hole 42 at the bottom of the pillar 23 of the upper floor building unit 20B is formed in the tapered guide portion 37 at the top of the lower pillar.
By engaging with, the upper and lower columns 23 can be easily positioned, and lateral displacement of the upper and lower columns 23 after connection can be prevented.

【0026】ユニット建物10を構成する上下の建物
ユニット20A、20Bの相接続される上下の柱23の
間で、上述〜を実現し、上下の建物ユニット20
A、20Bを容易に接合できる。
The above-mentioned (1) to (3) are realized between the upper and lower pillars 23 of the upper and lower building units 20A and 20B which form the unit building 10 and are connected to each other.
A and 20B can be easily joined.

【0027】以上、本発明の実施の形態を図面により詳
述したが、本発明の具体的な構成はこの実施の形態に限
られるものではなく、本発明の要旨を逸脱しない範囲の
設計の変更等があっても本発明に含まれる。例えば、本
発明の柱の接合構造は、ユニット建物に限らず、一般の
建物にも適用できる。
The embodiment of the present invention has been described in detail above with reference to the drawings. However, the specific configuration of the present invention is not limited to this embodiment, and the design can be changed without departing from the gist of the present invention. Etc. are included in the present invention. For example, the pillar joint structure of the present invention is applicable not only to unit buildings but also to general buildings.

【0028】[0028]

【発明の効果】以上のように本発明によれば、下の柱に
吊上げ用ボルトを螺着するとともに、上下の柱を接続用
ボルトで接続するに際し、吊上げ用ボルトに比して接続
用ボルトを小径化可能にすることができる。
As described above, according to the present invention, when the hoisting bolt is screwed to the lower pillar and the upper and lower pillars are connected by the connecting bolt, the connecting bolt is more advantageous than the hoisting bolt. Can be made smaller in diameter.

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

【図1】図1はユニット建物の一部を構成する上下の建
物ユニットを示す斜視図である。
FIG. 1 is a perspective view showing upper and lower building units forming part of a unit building.

【図2】図2は上下の柱の接続工程を示す模式図であ
る。
FIG. 2 is a schematic diagram showing a step of connecting upper and lower pillars.

【符号の説明】[Explanation of symbols]

10 ユニット建物 20A 下階建物ユニット 20B 上階建物ユニット 23 柱 31 上端面板 32 上ナット 33 下ナット 34 吊上げ用ボルト 35 接続用ボルト 37 ガイド部 41 下端面板 42 係合孔(係合部) 10 unit building 20A lower floor building unit 20B Upper floor building unit 23 pillars 31 Top plate 32 Upper nut 33 Lower nut 34 Lifting bolt 35 Connection bolt 37 Guide 41 Bottom plate 42 Engagement hole (engagement part)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 下の中空の柱の頂部に上の中空の柱の底
部を接続する柱の接合構造において、 下の柱の頂部に上下2段をなすナットを設け、上ナット
のねじ径を下ナットのねじ径より大きくし、上ナットを
吊上げ用ボルトの螺着用とし、下ナットを接続用ボルト
の螺着用とすることを特徴とする柱の接合構造。
1. In a column joining structure in which a bottom of an upper hollow pillar is connected to a top of a lower hollow pillar, a nut having two upper and lower stages is provided on the top of the lower pillar, and a screw diameter of the upper nut is set. A column joining structure characterized in that the diameter of the screw is larger than that of the lower nut, the upper nut is used for screwing a lifting bolt, and the lower nut is used for screwing a connecting bolt.
【請求項2】 前記下の柱の頂部にガイド部を設け、前
記上の柱の底部に上記ガイド部に係合する係合部を設け
てなる請求項1に記載の柱の接合構造。
2. The column joining structure according to claim 1, wherein a guide portion is provided on a top portion of the lower pillar, and an engaging portion that engages with the guide portion is provided on a bottom portion of the upper pillar.
【請求項3】 上下の建物ユニットを接合してなるユニ
ット建物において、下階建物ユニットの中空の柱の頂部
に上階建物ユニットの中空の柱の底部を接続するに際
し、請求項1又は2に記載の柱の接合構造を用いてなる
ユニット建物。
3. In a unit building in which upper and lower building units are joined, in connecting the top of the hollow pillar of the lower floor building unit to the bottom of the hollow pillar of the upper floor building unit, the method according to claim 1 or 2. A unit building that uses the joint structure of the pillars described.
JP2002135649A 2002-05-10 2002-05-10 Connection structure of column and unit building Withdrawn JP2003328446A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002135649A JP2003328446A (en) 2002-05-10 2002-05-10 Connection structure of column and unit building

Publications (1)

Publication Number Publication Date
JP2003328446A true JP2003328446A (en) 2003-11-19

Family

ID=29697928

Family Applications (1)

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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011226256A (en) * 2010-04-01 2011-11-10 Sekisui Chem Co Ltd Building unit cover, construction method for assembling building unit and unit building
KR20220151086A (en) * 2021-05-04 2022-11-14 삼성물산 주식회사 Connection details of module unit for modular building
JP2023026814A (en) * 2021-08-16 2023-03-01 ミサワホーム株式会社 Residence unit

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011226256A (en) * 2010-04-01 2011-11-10 Sekisui Chem Co Ltd Building unit cover, construction method for assembling building unit and unit building
JP2015145617A (en) * 2010-04-01 2015-08-13 積水化学工業株式会社 Building unit cover, and building unit covered by building unit cover
KR20220151086A (en) * 2021-05-04 2022-11-14 삼성물산 주식회사 Connection details of module unit for modular building
KR102521464B1 (en) * 2021-05-04 2023-04-17 삼성물산(주) Connection details of module unit for modular building
JP2023026814A (en) * 2021-08-16 2023-03-01 ミサワホーム株式会社 Residence unit
JP7244592B2 (en) 2021-08-16 2023-03-22 ミサワホーム株式会社 residential unit

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