JPH0636082Y2 - House wall structure - Google Patents

House wall structure

Info

Publication number
JPH0636082Y2
JPH0636082Y2 JP8507290U JP8507290U JPH0636082Y2 JP H0636082 Y2 JPH0636082 Y2 JP H0636082Y2 JP 8507290 U JP8507290 U JP 8507290U JP 8507290 U JP8507290 U JP 8507290U JP H0636082 Y2 JPH0636082 Y2 JP H0636082Y2
Authority
JP
Japan
Prior art keywords
piece
frame member
horizontal
house
vertical
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.)
Expired - Lifetime
Application number
JP8507290U
Other languages
Japanese (ja)
Other versions
JPH0442501U (en
Inventor
努 河添
Original Assignee
ナショナル住宅産業株式会社
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 ナショナル住宅産業株式会社 filed Critical ナショナル住宅産業株式会社
Priority to JP8507290U priority Critical patent/JPH0636082Y2/en
Publication of JPH0442501U publication Critical patent/JPH0442501U/ja
Application granted granted Critical
Publication of JPH0636082Y2 publication Critical patent/JPH0636082Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、屋外廊下、ベランダ等の家屋本体から張出す
張出し部に設けられる袖壁を、建込み現地において溶接
作業を行うことなく形成でき、建込み現地における施工
能率を高めうる家屋の袖壁構造に関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention can form a sleeve wall provided on an overhanging portion protruding from a main body of a house such as an outdoor corridor or a veranda without performing welding work at the construction site. , Relating to the sleeve wall structure of a house that can improve the construction efficiency at the site of construction.

〔従来の技術〕[Conventional technology]

近年壁パネル、床パネルなどパネル体を用いた乾式工法
による家屋が増加しつつあり、家屋本体は基準化、部材
の統一化が進展しているため、建設現場における作業能
率が高まりかつ工期が短縮されるなどその成果は向上し
ている。
In recent years, the number of houses using the dry construction method using panels such as wall panels and floor panels is increasing, and standardization of the main body of the house and unification of members are progressing, so the work efficiency at the construction site is increased and the construction period is shortened. The results are improving.

他方、家屋本体に付属するベランダ、屋外廊下にあって
は、顧客の居住性及び嗜好によって多様化され、前記家
屋本体に比べて標準化が不十分であった。
On the other hand, the veranda attached to the main body of the house and the outdoor corridor are diversified depending on the habitability and taste of the customer, and the standardization is insufficient as compared with the main body of the house.

特にベランダ、屋外廊下に設ける袖壁にあっては、従
来、第4図に示す如く張出し床の前縁に配される梁aに
複数本の縦枠材b…を該縦枠材bと梁aとをL字金具g
を介して溶接により固着し並設するとともに、縦枠材b
の上縁、下縁に横枠材c、cを溶接により接続し、縦、
横枠材b、b、c、cにより袖壁パネルd取付け用の枠
組を形成していた。
Particularly, in a sleeve wall provided on a balcony or an outdoor corridor, conventionally, as shown in FIG. 4, a plurality of vertical frame members b ... Are provided on a beam a arranged at the front edge of the overhanging floor. a and L-shaped metal fitting g
Are fixed by welding through the pipes and arranged side by side, and the vertical frame member b
The horizontal frame members c and c are connected to the upper and lower edges of the
The horizontal frame members b, b, c, c form a framework for attaching the sleeve wall panel d.

このように縦、横枠材b、cは複数個所において溶接さ
れているため、接合部分に溶接歪が生じ完成された枠体
に変形が生じる。従って溶接により構造体を形成するに
はその変形を防止するため縦枠材b及び横枠材cはとも
に剛性の大きいL型鋼を用いて形成していた。
As described above, since the vertical and horizontal frame members b and c are welded at a plurality of places, welding distortion occurs in the joint portion and the completed frame body is deformed. Therefore, in order to prevent the deformation of the structure by welding, the vertical frame member b and the horizontal frame member c are both made of L-shaped steel having high rigidity.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

しかし前記した如く、縦枠材bと梁a、及び縦枠材bと
横枠材cの溶着はすべて溶接による接合を行った場合に
は、建込み現地においてその溶接作業を行うこととな
り、現地において溶接作業者の確保を必要とするなど作
業段取りが複雑となりかつ手間を要し、工期がおくれが
ちとなる。又溶接により取付けられた縦枠材、横枠材
は、その位置修正を行うには、多大の手間を要する。
However, as described above, when welding of the vertical frame member b and the beam a and the vertical frame member b and the horizontal frame member c are all performed by welding, the welding work will be performed at the site of construction, In this case, the work setup is complicated and time-consuming because it requires securing a welding worker, and the construction period tends to be delayed. Further, the vertical frame member and the horizontal frame member attached by welding require a great deal of labor to correct their positions.

他方、縦、横枠材b、cはともにL型材を用いることに
よって、縦、横枠材b、cの接続部には段差が生じるこ
とになり、従って枠組内に取付く袖壁パネルdは第5図
に示す如く、両側面、背面に切込みe、fを必要とし、
この切込みe、fは、現地において枠組寸度に合わせて
加工を行うこととなる。従って袖壁形成に要する現地の
手間は非常に大きく作業能率に劣るという問題がある。
On the other hand, by using the L-shaped material for both the vertical and horizontal frame members b and c, a step is generated at the connecting portion of the vertical and horizontal frame members b and c, so that the sleeve wall panel d to be mounted in the frame is As shown in FIG. 5, notches e and f are required on both side surfaces and the back surface,
These cuts e and f will be processed on-site according to the frame size. Therefore, there is a problem that the local labor required for forming the sleeve wall is very large and the work efficiency is poor.

本考案は、平板鋼からなる支柱片を有する縦枠材と、
上、下の横枠材とによりコンクリート板が配される枠体
を形成するとともに、縦枠材と梁とを、又縦枠材と上の
横枠材とをともに螺結することを基本として、建込み現
地における袖壁形成のための溶接作業を排除でき、現地
における施工能率を向上しかつ施工精度を高めうる家屋
の袖壁構造の提供を目的としている。
The present invention is a vertical frame member having a pillar piece made of flat steel,
Based on forming a frame body on which concrete boards are arranged by the upper and lower horizontal frame members, and screwing the vertical frame member and the beam together, and the vertical frame member and the upper horizontal frame member together. , The purpose of the present invention is to provide a sleeve wall structure for a house that can eliminate the welding work for forming the sleeve wall at the site of construction and can improve the construction efficiency and the construction accuracy at the site.

〔課題を解決するための手段〕[Means for Solving the Problems]

本考案は、水平な梁に固定されかつ垂直な縦枠材の上下
に水平な横枠材を設けた枠体内にコンクリート板が配さ
れることにより家屋の袖壁を形成する家屋の袖壁構造で
あって、前記縦枠材は、矩形断面かつ長尺の平板鋼から
なるとともに前記矩形断面の長辺を前記梁と直角に配し
た支柱片と、前記梁に向く支柱片の後縁に溶着されかつ
梁に螺結される取付金具とを有しかつ前記支柱片の上部
に、前記上の横枠材をボルト止めする水平な支持板を溶
着したことを特徴とする家屋の袖壁構造である。
The present invention is a house wall structure in which a concrete wall is fixed to a horizontal beam and a concrete plate is arranged in a frame body having horizontal horizontal frame members above and below a vertical vertical frame member to form a house wall wall. The vertical frame member is made of flat plate steel having a rectangular cross section and a long length, and a pillar piece in which the long side of the rectangular cross section is arranged at a right angle to the beam, and welding to the rear edge of the pillar piece facing the beam. In the sleeve wall structure of the house, which has a mounting bracket that is screwed to the beam and is welded to the upper part of the pillar piece with a horizontal support plate for bolting the upper frame member. is there.

〔作用〕[Action]

縦枠材は、矩形断面の平板鋼をその長辺を梁と直角に配
した支柱片を具えるため、枠体内に配されるコンクリー
ト板は、第5図に示す従来の構造のもののように、両側
縁に切込みを設けることなく枠体内に収容でき、組付け
能率を大巾に向上することが出来る。
Since the vertical frame member is provided with a pillar piece having a rectangular cross-section steel plate whose long sides are arranged at right angles to the beams, the concrete plate arranged in the frame body has the same structure as the conventional structure shown in FIG. , Can be accommodated in the frame without making cuts on both side edges, and assembly efficiency can be greatly improved.

又縦枠材は梁に、又上の横枠材は縦枠材にそれぞれボル
ト止めする構造であるため、枠体を建込み現地で形成す
る際に溶接作業が不要となり、現地における施工能率を
高めかつ工期の短縮を図りうるとともに、溶接接合の場
合のように溶接歪に起因する枠体の変形がなく、組付け
精度を高め見映えを向上することが出来る。
In addition, since the vertical frame material is bolted to the beam and the upper horizontal frame material is bolted to the vertical frame material, welding work is not required when the frame body is built and formed at the site, thus improving the construction efficiency at the site. In addition to being able to raise the height and shortening the construction period, there is no deformation of the frame due to welding distortion as in the case of welding and joining, and the assembling precision can be improved and the appearance can be improved.

〔実施例〕〔Example〕

以下本考案の一実施例を図面に基づき説明する。 An embodiment of the present invention will be described below with reference to the drawings.

第1、2図において家屋の袖壁構造は、水平な梁2に螺
結されかつ垂直な縦枠材3、3の上下に水平な上の横枠
材4、下の横枠材5を該縦枠材3とボルト止めすること
により形成される枠体6内にコンクリート板7が配され
ることにより家屋の袖壁Wを形成する。
In FIGS. 1 and 2, the sleeve wall structure of a house has a vertical vertical frame member 3, which is screwed to a horizontal beam 2, and has a horizontal upper horizontal frame member 4 and a lower horizontal horizontal frame member 5 above and below. The sleeve plate W of the house is formed by disposing the concrete plate 7 in the frame body 6 formed by bolting to the vertical frame member 3.

前記梁2は、本実施例では、屋外廊下Lを形成する廊下
梁として形成される。
The beam 2 is formed as a corridor beam forming the outdoor corridor L in this embodiment.

又梁2は、ウエブ22の上下にフランジ23、23を設けたI
型鋼であって、上のフランジ23上面には図示しない階上
の床梁との間に、コンクリート製の床体Fが架設され
る。
Further, the beam 2 has flanges 23, 23 provided above and below the web 22 I
A floor F made of concrete is erected on the upper surface of the upper flange 23 between the floor beam and a floor beam (not shown).

前記梁2の外側には、縦枠材3が取付けられる。A vertical frame member 3 is attached to the outside of the beam 2.

縦枠材3は、長尺の支柱片9と、該支柱片9の下方に配
され、該支柱片9を前記梁2に固定するための一対の取
付金具10、11とを具える。
The vertical frame member 3 is provided with a long pillar piece 9 and a pair of fittings 10 and 11 arranged below the pillar piece 9 for fixing the pillar piece 9 to the beam 2.

支柱片9は、矩形断面かつ長尺の平板鋼からなり、この
矩形断面の長辺を梁2と直交する向きに配している。
The column piece 9 is made of flat plate steel having a rectangular cross section and a long length, and the long side of the rectangular cross section is arranged in a direction orthogonal to the beam 2.

上方に位置する上の取付金具10は、梁2の前記上のフラ
ンジ23に載置される横片10Aと、該横片10Aの前縁から立
上り前面が前記支柱面9の後縁に溶着される縦片10Bと
を有する断面L字をなし、本実施例では並置される複数
の支柱片9、9のそれぞれに溶着されている。
The upper mounting member 10 located on the upper side is a horizontal piece 10A placed on the upper flange 23 of the beam 2, and rises from the front edge of the horizontal piece 10A, and the front surface is welded to the rear edge of the column surface 9. A vertical piece 10B having a vertical section 10B is formed, and in this embodiment, it is welded to each of a plurality of column pieces 9 arranged side by side.

下方に位置する下の取付金具11は、梁2の前記下のフラ
ンジ23下面に接する横片11Aと該横片11Aの前端から垂下
しかつ前面が前記支柱片9の後縁に溶着される縦片11B
とを具え、上の取付金具10と同様に断面L字をなしかつ
複数の支柱片9、9のそれぞれに溶着している。
The lower mounting member 11 located below is a vertical piece which is hung from the front end of the horizontal piece 11A which contacts the lower surface of the lower flange 23 of the beam 2 and the front end of the horizontal piece 11A, and whose front surface is welded to the rear edge of the column piece 9. Piece 11B
Similarly to the above-mentioned mounting member 10, it has an L-shaped cross section and is welded to each of a plurality of pillar pieces 9, 9.

前記縦枠材3は、上の取付金具10の横片10Aと、梁2の
前記上のフランジ23とをボルト止めにより螺着し、又下
の取付金具11の横片11Aと、前記下のフランジ3とをボ
ルト止めすることにより、梁2に螺着される。
In the vertical frame member 3, the horizontal piece 10A of the upper mounting member 10 and the upper flange 23 of the beam 2 are screwed by bolting, and the horizontal piece 11A of the lower mounting member 11 and the lower portion It is screwed to the beam 2 by bolting the flange 3 together.

又支柱片9の上部には、水平な板状の支持板31が溶着さ
れている。又該支持板31には、ネジ穴31a、31aが刻設さ
れている。
A horizontal plate-shaped support plate 31 is welded to the upper portion of the column piece 9. Further, the support plate 31 is provided with screw holes 31a, 31a.

上の横枠材4は、前記支持片9の後縁9aと面一な前面を
有する垂下片14と、該垂下片14の上端に支持片9の上方
にのびる張出し片15を設けた断面L字かつ複数の縦枠材
3を跨がる長尺の基体16を具える。
The upper horizontal frame member 4 has a cross-section L in which a hanging piece 14 having a front surface flush with the rear edge 9a of the supporting piece 9 and a projecting piece 15 extending above the supporting piece 9 are provided at the upper end of the hanging piece 14. It has a long base 16 that extends over the vertical frame members 3 in the shape of a letter.

又上の横枠材4は、前記張出し片15に縦枠材4の前記水
平板31に合う位置にボルト孔32…と、該ボルト孔32、32
の間に透孔33、33が設けられる。
Further, the upper horizontal frame member 4 has bolt holes 32 ... At the position of the overhanging piece 15 at a position matching the horizontal plate 31 of the vertical frame member 4, and the bolt holes 32, 32.
Through holes 33, 33 are provided between them.

前記上の横枠材4は、ボルト孔32と水平板31のネジ孔31
aとを位置合わせしたのち、ボルト止めすることによ
り、縦枠材3の上部に上の横枠材4が螺着される。又本
実施例では、支柱片9の下部にも、前記支持板31と同構
成の支持板61が溶着されている。下の横枠材5は、支柱
片9の前記後縁9aと面一な前面を有する背片17の下端に
前方に向かって突出する水平な受片18を設けた断面L字
の長尺な基体19を具える。
The upper horizontal frame member 4 includes a bolt hole 32 and a screw hole 31 of the horizontal plate 31.
The upper horizontal frame member 4 is screwed onto the upper part of the vertical frame member 3 by aligning a and a and then bolting. Further, in the present embodiment, a supporting plate 61 having the same structure as the supporting plate 31 is also welded to the lower portion of the column piece 9. The lower horizontal frame member 5 has a long L-shaped cross section in which a horizontal receiving piece 18 protruding forward is provided at the lower end of a back piece 17 having a front surface flush with the rear edge 9a of the column piece 9. A substrate 19 is provided.

前記支持片9と下の横枠材5とは、支柱片9と上の横枠
材4と同様に前記支持板61を介してボルト止めにより螺
着される。
The support piece 9 and the lower horizontal frame member 5 are screwed together by bolts through the support plate 61, similarly to the support piece 9 and the upper horizontal frame member 4.

このように複数の縦枠材3…と、上、下の横枠材4、5
とによって枠体6が形成されるとともに、枠体6内には
コンクリート板7が配設される。
In this way, the plurality of vertical frame members 3 ... And the upper and lower horizontal frame members 4, 5
The frame body 6 is formed by and the concrete plate 7 is arranged in the frame body 6.

コンクリート板7は、矩形平板状をなし、2本の支柱片
9、9、上の横枠材4の張出し片15及び下の横枠材5の
受片18によって囲まれる空間内に挿入され、かつ前記受
片18上に載置されるとともに、背面7aは、上の横枠材4
の前記垂下片14及び下の横枠材5の前記背片17に夫々当
接する。
The concrete plate 7 has a rectangular flat plate shape, and is inserted into a space surrounded by two pillar pieces 9 and 9, an overhanging piece 15 of the upper horizontal frame member 4 and a receiving piece 18 of the lower horizontal frame member 5, Besides, it is placed on the receiving piece 18, and the rear surface 7a is provided on the upper horizontal frame member 4
The abutting piece 14 and the back piece 17 of the lower horizontal frame member 5 are brought into contact with each other.

又コンクリート板7は、その上部を止め金具43を用いて
上の横枠材4に、又下部を下の止め金具45を用いて夫々
固定される。
Further, the concrete plate 7 is fixed to the upper horizontal frame member 4 by using the stoppers 43 at the upper part and by the lower stoppers 45 at the lower part, respectively.

止め金具43は、第1、2図に示す如く枠体6内に配され
るコンクリート板7の前面7bで垂下する止め片47の上端
にネジ孔49を有する固定片50を設けている。
As shown in FIGS. 1 and 2, the stopper 43 is provided with a fixing piece 50 having a screw hole 49 at the upper end of a stopper piece 47 hanging on the front surface 7b of the concrete plate 7 arranged in the frame body 6.

止め金具43は、前記止め片47をコンクリート板7の前面
7bに沿わせつつ固定片50を上の横枠材4の前記張出し片
15の下面に添着しかつ透孔33を挿通しネジ孔49に螺着す
るボルト48を用いて上の横枠材4に結合することによ
り、コンクリート板7の上部は、止め金具43を介して上
の横枠材4に固定される。
The stopper 43 is the stopper piece 47 that is attached to the front surface of the concrete plate 7.
The protruding piece of the horizontal frame member 4 above the fixing piece 50 along the 7b
The upper portion of the concrete board 7 is connected to the upper horizontal frame member 4 by using a bolt 48 attached to the lower surface of 15 and having the through hole 33 inserted and screwed into the screw hole 49. It is fixed to the upper horizontal frame member 4.

コンクリート板7の下部にはボルト52挿入用の孔53、53
が穿設され、又コンクリート板7内部には該孔53と同芯
にネジ孔54を穿設したナット片55が埋設される。
At the bottom of the concrete plate 7, holes 53, 53 for inserting bolts 52 are provided.
Further, a nut piece 55 having a screw hole 54 concentric with the hole 53 is embedded in the concrete plate 7.

下の止め金具45は、第1、3図に示す如く前記ボルト52
が挿通する孔部を有しかるボルト52による螺着によりコ
ンクリート板7の背面7aに添着、固定される添着片56
と、該添着片56の下端から外向き面が前記背面7aとの間
に下の横枠材5の前記背片17の厚みと略等しい隙間を隔
てて前記背面7aと向き合う係合片57とを有する稲妻状を
なす。
As shown in FIGS.
An attachment piece 56 that is attached and fixed to the back surface 7a of the concrete plate 7 by screwing with a bolt 52 having a hole through which
And an engaging piece 57 that faces the back surface 7a with a gap between the lower end of the attachment piece 56 and the back surface 7a with a gap approximately equal to the thickness of the back piece 17 of the lower horizontal frame member 5 therebetween. Form a lightning bolt.

コンクリート板7の下部は、前記下の横枠材5の背片17
にその背面7aを沿わせるとともに、背片17を前記背面7a
と下の止め金具45の前記係止片57との間の隙間に挿入し
かつボルト52を本締めすることにより、コンクリート板
7の下部は、下の止め金具45を介して下の横枠材5に螺
着される。
The lower part of the concrete board 7 is the back piece 17 of the lower horizontal frame member 5 mentioned above.
Along the rear surface 7a of the
The lower part of the concrete plate 7 is inserted into the gap between the lower stopper 45 and the locking piece 57 and the bolt 52 is finally tightened, so that the lower side of the concrete frame 7 is connected to the lower horizontal frame member via the lower stopper 45. 5 is screwed on.

〔考案の効果〕[Effect of device]

叙上のごとく本考案の家屋の袖壁構造は、平板鋼からな
る支柱片を有する縦枠材と、上、下の横枠材とによりコ
ンクリート板が配される枠体を形成するとともに、縦枠
材と梁、縦枠材と上の横枠材とをともに螺着することを
要旨とするため、コンクリート板は、従来の構造のもの
のように施工現地において切込みを設けることなく枠体
内に収容でき、組付け能率を大巾に向上しうる。
As described above, the house cuff wall structure of the present invention forms a frame body in which a concrete plate is arranged by a vertical frame member having pillar pieces made of flat steel, and upper and lower horizontal frame members. As the gist is to screw together the frame material and the beam, and the vertical frame material and the upper horizontal frame material together, the concrete plate is stored in the frame body without making a cut at the construction site like the conventional structure. Therefore, the assembly efficiency can be greatly improved.

又袖壁形成に際して建込み現地における溶接作業が不要
となり、施工能率を高め工期の短縮を図りうるととも
に、枠体は溶接接合の場合のように溶接歪に起因する変
形がなく、組付け精度を高め見映えを向上しうる。
In addition, welding work at the site of construction is unnecessary when forming the sleeve wall, which can improve the construction efficiency and shorten the construction period, and the frame body does not deform due to welding distortion as in the case of welded joints, and assembling accuracy is improved. It can enhance the appearance.

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

第1図は本考案の一実施例を示す断面図、第2図はその
分解斜視図、第3図は下の止め金具を示す斜視図、第4
図は従来技術を示す斜視図、第5図はそのコンクリート
板の横方向断面を示す断面図である。 2……梁、3……縦枠材、4……上の横枠材、 5……下の横枠材、6……枠体、 7……コンクリート板、9……支柱片、 10……上の取付金具、11……下の取付金具、 31……支持板、W……袖壁。
FIG. 1 is a sectional view showing an embodiment of the present invention, FIG. 2 is an exploded perspective view thereof, FIG. 3 is a perspective view showing a lower stopper, and FIG.
FIG. 5 is a perspective view showing a conventional technique, and FIG. 5 is a sectional view showing a transverse section of the concrete board. 2 ... Beam, 3 ... Vertical frame material, 4 ... Upper horizontal frame material, 5 ... Lower horizontal frame material, 6 ... Frame body, 7 ... Concrete plate, 9 ... Support piece, 10 ... … Upper mounting bracket, 11 …… Lower mounting bracket, 31 …… Support plate, W …… Sleeve wall.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】水平な梁に固定されかつ垂直な縦枠材の上
下に水平な横枠材を設けた枠体内にコンクリート板が配
されることにより家屋の袖壁を形成する家屋の袖壁構造
であって、前記縦枠材は、矩形断面かつ長尺の平板鋼か
らなるとともに前記矩形断面の長辺を前記梁と直角に配
した支柱片と、前記梁に向く支柱片の後縁に溶着されか
つ梁に螺結される取付金具とを有しかつ前記支柱片の上
部に、前記上の横枠材をボルト止めする水平な支持板を
溶着したことを特徴とする家屋の袖壁構造。
1. A sleeve wall of a house which is fixed to a horizontal beam and in which a concrete plate is arranged in a frame body in which horizontal horizontal frame members are provided above and below a vertical vertical frame member to form a sleeve wall of the house. In the structure, the vertical frame member is made of a flat plate steel having a rectangular cross section and a long length, and a pillar piece in which a long side of the rectangular cross section is arranged at a right angle to the beam, and a rear edge of the pillar piece facing the beam. A sleeve wall structure for a house, characterized in that it has a mounting member that is welded and screwed to a beam, and that a horizontal support plate that bolts the upper horizontal frame member is welded to the upper portion of the pillar piece. .
JP8507290U 1990-08-10 1990-08-10 House wall structure Expired - Lifetime JPH0636082Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8507290U JPH0636082Y2 (en) 1990-08-10 1990-08-10 House wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8507290U JPH0636082Y2 (en) 1990-08-10 1990-08-10 House wall structure

Publications (2)

Publication Number Publication Date
JPH0442501U JPH0442501U (en) 1992-04-10
JPH0636082Y2 true JPH0636082Y2 (en) 1994-09-21

Family

ID=31633979

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8507290U Expired - Lifetime JPH0636082Y2 (en) 1990-08-10 1990-08-10 House wall structure

Country Status (1)

Country Link
JP (1) JPH0636082Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002201714A (en) * 2000-10-25 2002-07-19 Sekisui Chem Co Ltd Unit building

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5306927B2 (en) * 2009-07-10 2013-10-02 旭化成ホームズ株式会社 Panel fixing structure
JP6349207B2 (en) * 2014-09-08 2018-06-27 ミサワホーム株式会社 Fireproof structure of balcony

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002201714A (en) * 2000-10-25 2002-07-19 Sekisui Chem Co Ltd Unit building

Also Published As

Publication number Publication date
JPH0442501U (en) 1992-04-10

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