JPH072802Y2 - Structure of the outer corridor of the building - Google Patents

Structure of the outer corridor of the building

Info

Publication number
JPH072802Y2
JPH072802Y2 JP12563089U JP12563089U JPH072802Y2 JP H072802 Y2 JPH072802 Y2 JP H072802Y2 JP 12563089 U JP12563089 U JP 12563089U JP 12563089 U JP12563089 U JP 12563089U JP H072802 Y2 JPH072802 Y2 JP H072802Y2
Authority
JP
Japan
Prior art keywords
building
receiving
plate portion
girder
mounting
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
JP12563089U
Other languages
Japanese (ja)
Other versions
JPH0366302U (en
Inventor
宗且 園田
勉 広瀬
栄城 郭
Original Assignee
株式会社園田製作所
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 株式会社園田製作所 filed Critical 株式会社園田製作所
Priority to JP12563089U priority Critical patent/JPH072802Y2/en
Publication of JPH0366302U publication Critical patent/JPH0366302U/ja
Application granted granted Critical
Publication of JPH072802Y2 publication Critical patent/JPH072802Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)

Description

【考案の詳細な説明】 〈産業上の利用分野〉 本考案は、工場等で予め所定の長さに切断したり、所定
の形状に曲折したり、また塗装やメッキ等の表面処理な
どの加工を施した部材を、施工現場においてボルトで止
着することにより組立てることができ、しかも床板部材
の一端を支持する横桁により排水処理できるようにした
建物の外廊下の構造に関するものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention is a process such as pre-cutting into a predetermined length in a factory, bending into a predetermined shape, and surface treatment such as painting and plating. The present invention relates to a structure of an outer corridor of a building which can be assembled by fastening the members subjected to the above with bolts at a construction site and can be drained by a cross beam supporting one end of the floor plate member.

〈従来の技術〉 周知の様に、所定の長さに切断した柱や横桁等の部材を
施工現場に運び込み、現場でボルト締めにより組立てる
建物の外廊下がある。
<Prior Art> As is well known, there is an outer corridor of a building in which members such as columns and transverse girders cut into a predetermined length are carried to a construction site and assembled by bolting at the site.

〈考案が解決しようとする課題〉 このボルト締めによる従来の外廊下は、溶接作業が不要
であるので、熟練技術が必要なく一般作業員でも組立て
ることができ、また工期も短縮できるなどの利点がある
が、外廊下に吹き込む雨水などの排水処理が充分でな
く、排水処理を充分に行なうためには排水樋等を別個に
設ける必要があった。また、排水処理が充分でないと滑
り易くて大変に危険である。
<Problems to be solved by the invention> Since the conventional outer corridor with bolts does not require welding work, it does not require skill and can be assembled by ordinary workers, and the construction period can be shortened. However, the wastewater treatment such as rainwater blown into the outer corridor was not sufficient, and it was necessary to separately provide a drain gutter etc. in order to perform the wastewater treatment sufficiently. Also, if the wastewater treatment is not sufficient, it will be slippery and very dangerous.

〈課題を解決するための手段〉 本考案は上記に鑑み提案されたもので、塗装、メッキ等
の表面処理を施すと共に、側面に取付孔を開設した金属
製の柱を、建物から所定間隔離隔した位置に、建物の壁
面に沿い所定の間隔を配して複数本立設し、該柱の側面
に取付孔を有する受金物を両取付孔に通したボルトによ
り固定し、隣り合う柱の受金物間に横桁を架設すると共
に、横桁と受金物に設けた両取付孔に通したボルトによ
り上記横桁を各受金物に固定し、建物の壁面に設けた支
持金物と上記受金物との間に根太を配設すると共にボル
トで固定し、上記横桁と受金物との間に床板部材を敷設
して構成する該廊下において、上記横桁は底板部を有す
ると共に該底板部から起立する一対の側板部を有し、建
物側の側板部の上縁には水平方向に延出する受片を長手
方向に沿って設け、外側の側板部の上縁を上記受片より
も上方に延出させると共に内向きの係止片を長手方向に
沿って設けて、上記受片と上記係止片との間に横向きに
開口する水流入口を形成し、該水流入口に連通すると共
に上記底板部及び一対の側板部で囲まれる排水空間を長
手方向に沿って形成し、上記柱に止着する受仮金物に
は、横桁の底板部を載置する載置部を設けると共に該載
置部に排水口を設け、該排水口に排水樋を連結可能な集
水桝を臨ませ、上記建物の壁面に沿って設けた支持金物
により床板部材の一端を支持させ、当該床板部材の他端
を上記横桁の受片により支持させて水流入口に臨ませた
ことを特徴としている。
<Means for Solving the Problems> The present invention has been proposed in view of the above, and a metal column having a mounting hole on its side surface is separated from a building by a predetermined distance while being subjected to surface treatment such as painting and plating. In this position, a plurality of standing pieces are erected at predetermined intervals along the wall surface of the building, and the metal receiving object having the mounting holes on the side surfaces of the pillars is fixed by the bolts passing through both mounting holes, and the metal receiving material of the adjacent pillars. A cross girder is installed between the cross girders, and the girders are fixed to each receiving object by bolts that pass through both mounting holes provided in the cross girder and the receiving object. In the corridor constituted by arranging joists between them and fixing them with bolts, and laying a floor plate member between the horizontal girder and the receiving object, the horizontal girder has a bottom plate portion and stands up from the bottom plate portion. It has a pair of side plates and extends horizontally at the upper edge of the building side plate. Is provided along the longitudinal direction, the upper edge of the outer side plate portion is extended above the receiving piece, and the inward locking piece is provided along the longitudinal direction. A water inlet opening laterally is formed between the locking piece and a drainage space communicating with the water inlet and surrounded by the bottom plate portion and the pair of side plate portions is formed along the longitudinal direction, and is fixed to the pillar. The receiving hardware to be worn is provided with a placing portion for placing the bottom plate portion of the transverse girder and a drainage port is provided on the placing part, and a drainage basin capable of connecting a drain gutter is faced to the drainage port, It is characterized in that one end of the floor plate member is supported by a supporting metal member provided along the wall surface of the building, and the other end of the floor plate member is supported by the cross piece of the cross girder to face the water inlet.

〈作用〉 建物の外廊下を構成する床板部材に吹き付けた雨水等
を、横桁に形成した水流入口から横桁に形成した排水空
間へ導くことができ、雨水等を上記排水空間から柱に固
定した受金物を介して排水することができる。
<Operation> Rainwater, etc. sprayed on the floorboard members that form the outer corridor of the building can be guided from the water inlet formed in the girder to the drainage space formed in the girder, and the rainwater, etc. is fixed from the drainage space to the pillar. It can be drained through the received deposit.

〈実施例〉 以下、本考案を図面の実施例について説明する。<Embodiment> Hereinafter, the present invention will be described with reference to embodiments of the drawings.

第1図は二階建て家屋の外廊下1を示し、建物の壁面P
から所定間隔離隔した位置に、所定の間隔で複数本の柱
2を立設する。上記した柱2は、例えば第2図に示すよ
うに、表面を塗装やメッキ等の表面処理を施した四角形
の長尺な金属製筒体であり、上端開口部にはキャップ3
を嵌合して塞ぎ、側面には後述する受金物4を取付ける
ための取付孔5…を開設してある。
Figure 1 shows the outer corridor 1 of a two-story house, and the wall P of the building
A plurality of pillars 2 are erected at predetermined intervals at positions separated from each other by a predetermined distance. The above-mentioned pillar 2 is, for example, as shown in FIG. 2, a long rectangular metal cylinder whose surface is subjected to a surface treatment such as painting or plating, and a cap 3 is provided at the upper end opening.
Are fitted and closed, and mounting holes 5 for mounting a later-described receiving object 4 are opened on the side surface.

このような構成からなる柱2を立設するには、第3図な
いし第4図に示すように、ベース金物6に立設した一対
の支持壁7,7に長孔8を開設し、柱2の下端には受ナッ
ト9を設けた台座10を嵌着し、上記受ナット9に螺合す
る調整ボルト11をベース金物6の上面で支持すると共
に、支持壁7に開設した縦方向の長孔8と柱2の壁面に
開設した取付孔12内に通しボルト13を貫通させて固定ナ
ット14に締着して高さ調整可能に所定の位置に立設す
る。尚、ベース金物6は基礎Gに埋め込んだアンカーA
により固定する。
In order to erect the pillar 2 having such a structure, as shown in FIGS. 3 to 4, a long hole 8 is opened in a pair of support walls 7 and 7 erectly installed on the base metal 6, and the pillar 2 is formed. A pedestal 10 provided with a receiving nut 9 is fitted to the lower end of 2, and an adjusting bolt 11 screwed to the receiving nut 9 is supported on the upper surface of the base metal 6 and a longitudinal length opened in the supporting wall 7. A through bolt 13 is passed through the hole 8 and a mounting hole 12 formed in the wall surface of the pillar 2 and is fastened to a fixed nut 14 so that the height can be adjusted so as to stand at a predetermined position. The base metal 6 is the anchor A embedded in the foundation G.
Fixed by.

このようして立設した各柱2の間には横桁15を架設す
る。この横桁15は、第5図に示すように、底板部16を有
すると共に該底板部16から起立する一対の側板部17…を
有した長尺な金属製部材である。この側板部17…のうち
建物側の側板部17aの上縁には水平方向に延出する受片1
8を長手方向に沿って設ける。また、建物から遠い外側
の側板部17bの上縁を、上記内側の側板部17aの受片18よ
りも上方に延出させると共に内向きに延出させて係止片
19を長手方向に沿って設け、上記受片18と上記係止片19
との間に横向きに開口する水流入口20を形成する。ま
た、この水流入口20は上記底板部16及び一対の側板部17
a,17bで囲まれる排水空間21に連通している。そして、
外側の側板部17bの両端部分には取付孔22を開設する。
尚、図示の実施例では、受片18を建物に向けて延出させ
ているが、建物から遠ざかる方向に延出させてもよい。
A cross girder 15 is erected between the columns 2 thus erected. As shown in FIG. 5, the cross beam 15 is a long metal member having a bottom plate portion 16 and a pair of side plate portions 17 standing upright from the bottom plate portion 16. Of the side plate portions 17 ..., the receiving piece 1 extending in the horizontal direction is provided at the upper edge of the side plate portion 17a on the building side
8 is provided along the longitudinal direction. Also, the upper edge of the outer side plate portion 17b far from the building is extended above the receiving piece 18 of the inner side plate portion 17a and is extended inward and is also a locking piece.
19 are provided along the longitudinal direction, and the receiving piece 18 and the locking piece 19 are provided.
And a water inlet port (20) that opens laterally are formed. Further, the water inlet 20 is formed by the bottom plate portion 16 and the pair of side plate portions 17
It communicates with the drainage space 21 surrounded by a and 17b. And
Mounting holes 22 are formed at both ends of the outer side plate portion 17b.
In the illustrated embodiment, the receiving piece 18 is extended toward the building, but it may be extended in a direction away from the building.

上記のような構成の横桁15を支持する受金物4は各柱2
の側面に各々取付けられる。この受金板4は、柱2の側
面に当接する当接板23と支持板24とを一枚板から切り出
し、支持板24の上縁中央部分に横桁15の係止片19に対応
する押え片25を設けてなる。このようにすれば、横桁15
の接続部分を覆うことができる。一方、第9図に示すよ
うに、支持板24の上縁の左右に押え片25を設けるように
すれば、一枚の板材から曲折形成することができる。ま
た、支持板24の下縁には横桁15の底板部16を載置可能な
載置部26,26を曲折形成し、該載置部26,26の間には排水
口27を設ける。そして、この排水口27には集水桝28を臨
ませる。集水桝28は、支持板24の載置部26,26の間に位
置するもので、桝状の筒部29を有すると共に該筒部29の
下面に連結筒30を連設し、この連結筒30に排水縦樋31を
連結するように構成してあり、上記筒部29の上縁からは
フランジ部32を延設してある。このフランジ部32の前縁
には起立部32aを立ち上げ、後縁には当接壁32bを立設
し、該当接壁32bには縦方向の溝状切込32cを設ける。
尚、上記のような集水桝28は塩化ビニール等の合成樹脂
により一体成型すればよい。更に、支持板24のほぼ中央
には接続片33を建物に向けて縦方向に延設し、この接続
片33には取付孔34を設け、上記支持板24の両側縁部分に
は、横桁15の取付孔22に対応する取付孔35を開設する。
尚、この接続片33は、上記した集水桝28に設けた溝状切
込32cに嵌入する。
The receiving object 4 that supports the cross beam 15 having the above-described configuration is the pillar 2
Mounted on the side of each. The receiving plate 4 has a contact plate 23 that abuts against the side surface of the column 2 and a support plate 24 cut out from one plate, and corresponds to the locking piece 19 of the cross beam 15 at the center of the upper edge of the support plate 24. A pressing piece 25 is provided. If you do this,
The connection part of can be covered. On the other hand, as shown in FIG. 9, if pressing pieces 25 are provided on the left and right of the upper edge of the support plate 24, it is possible to bend and form a single plate material. Further, on the lower edge of the support plate 24, mounting portions 26, 26 on which the bottom plate portion 16 of the cross beam 15 can be mounted are formed by bending, and a drainage port 27 is provided between the mounting portions 26, 26. Then, a water collecting basin 28 is made to face the drainage port 27. The water collecting basin 28 is located between the mounting portions 26, 26 of the support plate 24, has a tub-shaped tubular portion 29, and a connecting tube 30 is continuously provided on the lower surface of the tubular portion 29. A drainage gutter 31 is connected to the cylinder 30, and a flange 32 is extended from the upper edge of the cylinder 29. An upright portion 32a is erected on the front edge of the flange portion 32, and a contact wall 32b is erected on the rear edge thereof, and a vertical groove-like cut 32c is provided on the contact wall 32b.
The water collecting basin 28 as described above may be integrally molded with a synthetic resin such as vinyl chloride. Further, a connection piece 33 is vertically extended toward the building at approximately the center of the support plate 24, and a mounting hole 34 is provided in the connection piece 33. A mounting hole 35 corresponding to the mounting holes 22 of 15 is opened.
The connecting piece 33 is fitted into the groove-shaped cut 32c provided in the water collecting basin 28 described above.

上記のような構成の受金物4を柱2の側面に固定するに
は、建物に対向している柱2の側面に当接板23を当接
し、この当接板23に設けた取付孔36と柱2の取付孔5と
を連通させ、両取付孔35,5にボルト(図示せず)を締着
して強固に固着する。そして、排水口27に集水桝28の筒
部29を嵌入させると共に、フランジ部32を載置部26に係
止させて、集水桝28を受金具4に止着する。尚、このと
き必要に応じて接着剤等を併用するとよい。
In order to fix the receiving object 4 having the above-mentioned structure to the side surface of the pillar 2, the contact plate 23 is brought into contact with the side surface of the pillar 2 facing the building, and the mounting hole 36 provided in the contact plate 23. And the mounting hole 5 of the column 2 are communicated with each other, and bolts (not shown) are tightened in both mounting holes 35, 5 to firmly fix them. Then, the tubular portion 29 of the water collecting basin 28 is fitted into the drainage port 27, the flange portion 32 is locked to the mounting portion 26, and the water collecting basin 28 is fixed to the receiving fitting 4. At this time, an adhesive or the like may be used together if necessary.

上記のようにして柱2に固着した受金物4と、建物の側
壁Pに設けた支持金物37との間には根太38を配設する。
この根太38は、例えば、第6図に示すように、断面ほゞ
C字状の鋼材を背中合せに固着すると共に、端部に接続
部39を延設したもので、上記接続部39には受金物4の接
続片33の取付孔34に対応する取付孔40が設けてあり、上
記接続片33と接続部39とを重ねて、両取付孔34,40に通
したボルト(図示せず)を締着して根太38を受金物4に
固定する。
A joist 38 is arranged between the metal receiving object 4 fixed to the pillar 2 as described above and the supporting metal object 37 provided on the side wall P of the building.
The joists 38 are, for example, as shown in FIG. 6, steel members having a substantially C-shaped cross section fixed back to back and a connecting portion 39 extending from the end thereof. A mounting hole 40 corresponding to the mounting hole 34 of the connecting piece 33 of the hardware 4 is provided, and the connecting piece 33 and the connecting portion 39 are overlapped with each other, and a bolt (not shown) passed through both mounting holes 34, 40 is attached. Fasten and secure the joist 38 to the receiving object 4.

そして、隣り合う柱2,2の間に横桁15を架設するには、
横桁15の端部を受金物4の載置部26に載置し、外側の側
板部17bに設けた取付孔22と受金物4の支持板24に設け
た取付孔35にボルト(図示せず)を一連に通して締着す
ればよい。尚、このとき、横桁15の端部が集水桝28の上
方に臨むようにする。
And in order to construct the cross girder 15 between the adjacent columns 2 and 2,
The end of the cross beam 15 is placed on the placing portion 26 of the receiving object 4, and the bolts (not shown) are attached to the attaching holes 22 provided in the outer side plate portion 17b and the attaching holes 35 provided in the supporting plate 24 of the receiving article 4. No.) should be tightened through a series. At this time, the end portion of the cross beam 15 faces above the water collecting basin 28.

上記のようにして架設した横桁15と、建物の側壁Pに設
けた支持金物37との間には、床板部材41…を配設する。
各床板部材41は、圧延鋼帯や制振鋼板等からなるやや短
尺な板状の部材であって、第10図に示す実施例では幅方
向のほゞ中央の折返し状の補強リブ42を下向きに有し、
一端下面側に内向きの第1接続脚43aを設け、他端下面
側に外向きの第2接続脚43bを設けてなり、上記第1接
続脚43aと第2接続脚43bとを順次互いに接続することに
より所望の長さの床を構成することができる。また、第
11図に示す実施例では、床板部材41の一端下面側に外向
きの第1接続脚43cを設け、他端下面側に第2接続脚43d
を外向きに設け、隣り合う床板部材41,41の第1接続脚4
3cと第2接続脚43dとを重ね合せて接続し、床板部材41,
41の隙間には充填材44を充填している。尚、上記床板部
材41に制振鋼板を使用すると足音等が響かず好適であ
る。そして、上記のような床板部材41の一端を建物の支
持金物37に支持させると共に、床板部材41の他端を横桁
15の水流入口20に臨ませて、両接続足43…の下面を受片
18で支持すれば、外廊下1を構築することができ、床板
部材41を持ち上げても、床板部材41の他端が横桁15の係
止片19に係止して外れることがない。尚、図示の実施例
では、床板部材41の上面に滑り止めと装飾を兼ねるゴム
マット45を敷設している。
Floor plate members 41 are arranged between the cross girder 15 erected as described above and the supporting metal member 37 provided on the side wall P of the building.
Each floor plate member 41 is a slightly short plate-shaped member made of rolled steel strip, damping steel plate, or the like, and in the embodiment shown in FIG. 10, the folded-back reinforcing rib 42 at the center in the width direction is directed downward. Have
An inwardly facing first connecting leg 43a is provided on one end lower surface side, and an outwardly facing second connecting leg 43b is provided on the other end lower surface side, and the first connecting leg 43a and the second connecting leg 43b are sequentially connected to each other. By doing so, a floor having a desired length can be constructed. Also,
In the embodiment shown in FIG. 11, an outwardly-facing first connecting leg 43c is provided on the lower surface side of one end of the floor plate member 41, and a second connecting leg 43d is provided on the lower surface side of the other end.
The first connecting leg 4 of the floor plate members 41, 41 adjacent to each other.
3c and the second connection leg 43d are overlapped and connected to each other, and the floor plate member 41,
Filler 44 is filled in the gap 41. It is preferable to use a damping steel plate for the floor plate member 41 because footsteps and the like do not sound. Then, one end of the floor plate member 41 as described above is supported by the supporting metal member 37 of the building, and the other end of the floor plate member 41 is crossed.
Face the water inlet 20 of 15 and receive the lower surface of both connecting legs 43 ...
If supported by 18, the outer corridor 1 can be constructed, and even if the floor plate member 41 is lifted, the other end of the floor plate member 41 does not come off by being locked by the locking piece 19 of the cross beam 15. In the illustrated embodiment, a rubber mat 45 that serves both as a slip stopper and as a decoration is laid on the upper surface of the floor plate member 41.

上記のようにして構築した建物の外廊下1において、雨
水等が床面を流れると、この雨水は床板部材41の先端か
ら横桁15の排水空間21内に流入する。横桁15は水平レベ
ルを保持して配設してあるので、雨水は水滴ないし水塊
となって溜るが、排水空間21は充分な容量を有している
ので、ここで蒸発させるなど処理が可能である。また、
流動する雨水は、水位が上昇すると横桁15の端部から受
金物4の排水口27に落下し、集水桝28を介して排水樋31
から柱2に沿って排水することも可能である。
When rainwater or the like flows on the floor surface in the outer corridor 1 of the building constructed as described above, the rainwater flows into the drainage space 21 of the cross beam 15 from the tip of the floor plate member 41. Since the horizontal girders 15 are arranged while maintaining the horizontal level, rainwater collects as water droplets or water masses, but since the drainage space 21 has a sufficient capacity, it is possible to perform processing such as evaporation here. It is possible. Also,
When the water level rises, the flowing rainwater falls from the end of the cross beam 15 into the drainage port 27 of the receiving article 4, and through the water collecting basin 28 the drainage gutter 31
It is also possible to drain from along the pillar 2.

以上、本考案を二階建家屋の外廊下について説明した
が、本考案は二階建の家屋に限定されず、三階建など更
に高層の建物にも使用することができることは勿論であ
り、またバルコニーなどにも適用することが可能であ
る。
Although the present invention has been described with reference to the outer corridor of a two-story house, the present invention is not limited to a two-story house and can be used in a higher-rise building such as a three-story building, and a balcony. It is also possible to apply to.

〈考案の効果〉 以上説明したように本考案によれば、予め工場で切断、
曲折、溶接等の加工を施した各部材を施工工場に運び、
現場では各部材をボルト止めするだけで外廊下を構築す
ることができ、施工現場においては危険で面倒な溶接作
業を一切する必要がないばかりではなく、外廊下に吹き
付ける雨水等を横桁に排水することができるので、排水
樋を別個に設ける必要がない。従って、人件費、材料費
等、経費の削減が可能で、安価な外廊下を提供すること
ができ、しかも排水樋が外部から見えないの体裁が極め
てよい。
<Effect of the Invention> As described above, according to the present invention, cutting in advance at the factory,
Bring each member that has undergone bending, welding, etc. to the construction factory,
It is possible to construct an outer corridor simply by bolting each member at the site, and not only does it require no dangerous and troublesome welding work at the construction site, but the drainage such as rainwater sprayed on the outer corridor is drained horizontally. Therefore, it is not necessary to separately provide a drain gutter. Therefore, it is possible to reduce labor costs, material costs, etc., to provide an inexpensive outer corridor, and the drain gutter is invisible from the outside.

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

図面は本考案の実施例を示し、第1図は外廊下の概略平
面図、第2図は組立斜視図、第3図は柱の基端部分の一
部欠截斜視図、第4図は同上の断面図、第5図は横桁の
斜視図、第6図は接続部分の斜視図、第7図は受金物の
正面図、第8図は同上の縦断面図、第9図は受金物の他
の実施例の斜視図、第10図は床板部材の斜視図、第11図
は床板部材の他の実施例の斜視図を表わす。 1……外廊下、2……柱、4……受金物、15……横桁、
16……底板部、17……側板部、18……受片、19……係止
片、20……水流入口、21……排水空間、37……支持金
物、38……根太、41……床板部材。
The drawings show an embodiment of the present invention. FIG. 1 is a schematic plan view of an outer corridor, FIG. 2 is an assembled perspective view, FIG. 3 is a partially cutaway perspective view of a base end portion of a pillar, and FIG. Sectional view of the above, FIG. 5 is a perspective view of a cross beam, FIG. 6 is a perspective view of a connecting portion, FIG. 7 is a front view of a receiving object, FIG. 8 is a vertical sectional view of the same, and FIG. FIG. 10 is a perspective view of another embodiment of the hardware, FIG. 10 is a perspective view of a floor plate member, and FIG. 11 is a perspective view of another embodiment of the floor plate member. 1 …… Outer corridor, 2 …… Pillar, 4 …… Receipt, 15 …… Transverse,
16 …… Bottom plate, 17 …… Side plate, 18 …… Receiving piece, 19 …… Locking piece, 20 …… Water inlet, 21 …… Drainage space, 37 …… Support metal, 38 …… Joist, 41… ... Floor board member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】塗装、メッキ等の表面処理を施すと共に、
側面に取付孔を開設した金属製の柱を、建物から所定間
隔離隔した位置に、建物の壁面に沿い所定の間隔を配し
て複数本立設し、該柱の側面に取付孔を有する受金物を
両取付孔に通したボルトにより固定し、隣り合う柱の受
金物間に横桁を架設すると共に、横桁と受金物に設けた
両取付孔に通したボルトにより上記横桁を各受金物に固
定し、建物の壁面に設けた支持金物と上記受金物との間
に根太を配設すると共にボルトで固定し、上記横桁と受
金物との間に床板部材を敷設して構成する外廊下におい
て、 上記横桁は底板部を有すると共に該底板部から起立する
一対の側板部を有し、建物側の側板部の上縁には水平方
向に延出する受片を長手方向に沿って設け、外側の側板
部の上縁を上記受片よりも上方に延出させると共に内向
きの係止片を長手方向に沿って設けて、上記受片と上記
係止片との間に横向きに開口する水流入口を形成し、該
水流入口に連通すると共に上記底板部及び一対の側板部
で囲まれる排水空間を長手方向に沿って形成し、 上記柱に止着する受金物には、横桁の底板部を載置する
載置部を設けると共に該載置部に排水口を設け、該排水
口に排水樋を連結可能な集水桝を臨ませ、 上記建物の壁面に沿って設けた支持金物により床板部材
の一端を支持させ、当該床板部材の他端を上記横桁の受
片により支持させて水流入口に臨ませたことを特徴とす
る建物の外廊下の構造。
1. A surface treatment such as painting or plating is performed,
A metal post having a mounting hole on its side surface is provided at a position separated from the building by a predetermined distance, and a plurality of metal pillars are erected at predetermined intervals along the wall surface of the building. Are fixed by bolts that pass through both mounting holes, a horizontal girder is installed between the receiving objects of the adjacent pillars, and the horizontal girders are received by the bolts that pass through both mounting holes provided in the horizontal girder and the receiving object. Fixed to the wall surface of the building and a joist is placed between the supporting metal object and the receiving material, and fixed with bolts, and a floor board member is laid between the cross beam and the receiving material. In the corridor, the transverse girder has a bottom plate portion and a pair of side plate portions standing upright from the bottom plate portion, and a horizontally extending receiving piece along the longitudinal direction at the upper edge of the side plate portion on the building side. Provided, the upper edge of the outer side plate portion is extended above the receiving piece, and an inward locking piece is provided. A drainage space which is provided along the longitudinal direction, forms a water inlet opening laterally between the receiving piece and the locking piece, communicates with the water inlet, and is surrounded by the bottom plate portion and the pair of side plate portions. Is formed along the longitudinal direction, and the receiving object fixed to the pillar is provided with a mounting portion for mounting the bottom plate portion of the transverse girder and a drainage port is provided on the mounting portion, and the drainage port is drained. The water collecting basin which can connect the gutter is faced, one end of the floor plate member is supported by the supporting metal member provided along the wall surface of the building, and the other end of the floor plate member is supported by the cross girder receiving piece. The structure of the outer corridor of the building characterized by facing the entrance.
JP12563089U 1989-10-30 1989-10-30 Structure of the outer corridor of the building Expired - Lifetime JPH072802Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12563089U JPH072802Y2 (en) 1989-10-30 1989-10-30 Structure of the outer corridor of the building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12563089U JPH072802Y2 (en) 1989-10-30 1989-10-30 Structure of the outer corridor of the building

Publications (2)

Publication Number Publication Date
JPH0366302U JPH0366302U (en) 1991-06-27
JPH072802Y2 true JPH072802Y2 (en) 1995-01-25

Family

ID=31673493

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12563089U Expired - Lifetime JPH072802Y2 (en) 1989-10-30 1989-10-30 Structure of the outer corridor of the building

Country Status (1)

Country Link
JP (1) JPH072802Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09291586A (en) * 1996-02-27 1997-11-11 Ykk Architect Prod Kk Deck-like structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09291586A (en) * 1996-02-27 1997-11-11 Ykk Architect Prod Kk Deck-like structure

Also Published As

Publication number Publication date
JPH0366302U (en) 1991-06-27

Similar Documents

Publication Publication Date Title
US4173855A (en) Prefabricated building frame structure
US5274981A (en) Rim tie connection
US4229915A (en) Corner bracket with saddle for hip rafters of buildings
JPH083201B2 (en) Structure of the outer corridor of the building
JPH10331250A (en) Balcony / corridor structure and floorboards used for it
JPH0752820Y2 (en) Lightweight cellular concrete plate mounting structure
RU223465U1 (en) Support frame of a modular building for attaching it to the foundation
RU2826395C1 (en) Modular building
JPS6315476Y2 (en)
JPH0210163Y2 (en)
JP2896866B2 (en) Reinforcement fitting device
JP3015819U (en) Panel mounting structure and panel unit for wooden buildings
JPH0735921Y2 (en) Structure of the outer corridor of the building
JPS637663Y2 (en)
JPH0223683Y2 (en)
JPH0718825Y2 (en) Wall
JPH06482Y2 (en) Balcony floor beam structure
JPH0235960Y2 (en)
JPH0366302U (en)
JPS5817844Y2 (en) Assembly type multiple balcony
JPH0437158Y2 (en)
JPS5834882Y2 (en) Assembly structure of verandas, balconies, etc.
JPS5817841Y2 (en) Mounting structure of frame material to pillar
JPS587843Y2 (en) balcony
JPH0448242Y2 (en)