JPS5854495Y2 - Connection structure between beams and main building in prefabricated houses - Google Patents

Connection structure between beams and main building in prefabricated houses

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Publication number
JPS5854495Y2
JPS5854495Y2 JP4968279U JP4968279U JPS5854495Y2 JP S5854495 Y2 JPS5854495 Y2 JP S5854495Y2 JP 4968279 U JP4968279 U JP 4968279U JP 4968279 U JP4968279 U JP 4968279U JP S5854495 Y2 JPS5854495 Y2 JP S5854495Y2
Authority
JP
Japan
Prior art keywords
plate part
cylindrical shaft
purlin
horizontal plate
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
Application number
JP4968279U
Other languages
Japanese (ja)
Other versions
JPS55149002U (en
Inventor
富士男 稲岡
Original Assignee
株式会社淀川製鋼所
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 株式会社淀川製鋼所 filed Critical 株式会社淀川製鋼所
Priority to JP4968279U priority Critical patent/JPS5854495Y2/en
Publication of JPS55149002U publication Critical patent/JPS55149002U/ja
Application granted granted Critical
Publication of JPS5854495Y2 publication Critical patent/JPS5854495Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、例えば鋼板製の組立物置、組立車庫などの組
立家屋における梁と母屋の接続構造に関するもので、そ
の目的は、上下方向及び水平方向の力に対して非常に堅
牢で、しかも容易かつ安価に製作し得る接続構造を提供
することにある。
[Detailed description of the invention] The present invention relates to a connection structure between a beam and a main building in a prefabricated house such as a prefabricated storage shed or a prefabricated garage made of steel plates. It is an object of the present invention to provide a connection structure that is robust and can be manufactured easily and inexpensively.

以下、本考案の実施例を図面に基づいて説明する。Hereinafter, embodiments of the present invention will be described based on the drawings.

図面は鋼板製組立家屋の一例である組立車庫を示し、該
車庫は、四隅に配置した隅柱1、入口部分を除く三辺に
沿って配置した下枠2、間柱3、前記隅柱1及び間柱3
によって支持した桁4、桁4間に配置した梁5と、これ
ら梁5のうち、桁方向中間部に位置する梁5の両端を支
持する補強用の梁受柱6、梁5上にこれらと直角に配置
した母屋7等を構造体の骨格部材とし、この骨格部材に
、壁パネル8、シャッター9、正面方向から見てアーチ
状をなす波板製の屋根板10、妻板11.鼻隠しを兼用
する雨樋12等を取り付けることによって組立てられる
The drawing shows an assembled garage that is an example of a prefabricated house made of steel plates. Stud 3
A girder 4 supported by the girder 4, a beam 5 placed between the girders 4, a reinforcing beam support column 6 that supports both ends of the beam 5 located in the middle part in the girder direction, and a beam support column 6 placed on the beam 5 at right angles to these. The arranged main house 7 and the like are used as the frame members of the structure, and the frame members include wall panels 8, shutters 9, a corrugated roof plate 10 having an arch shape when viewed from the front, a gable plate 11, and so on. It is assembled by attaching the rain gutter 12 etc. which also serves as a fascia.

13は基礎コンクリート、14はアンカーボルトである
13 is foundation concrete, and 14 is an anchor bolt.

尚、図示の隅柱1、下枠2、間柱3、桁4、母屋7、壁
パネル8、シャッター9、屋根板10、妻板11.雨樋
12はいずれもカラー鉄板等により作製され、梁5及び
梁受柱6は鋼製の角パイプによって作製されている。
The illustrated corner posts 1, lower frame 2, studs 3, girders 4, main house 7, wall panels 8, shutters 9, roof panels 10, gable panels 11. The rain gutter 12 is made of colored iron plates or the like, and the beams 5 and beam supports 6 are made of square steel pipes.

桁4と梁5とは、後述するような梁取付金具Aを介して
接続されている。
The girder 4 and the beam 5 are connected via a beam attachment fitting A, which will be described later.

即ち、第3図、第4図に示す如く桁4は、鋼板を折曲し
て一連に形成したもので屋根板固定用フックボルト34
を係止する略「形の引掛部4gと縦板部4aと、その下
端から外方へ直角に折れ曲った水平板部4bと、その外
端から下方へ直角に折れ曲った垂直板部4Cと、その下
端を上方へ折り返してなる垂下り板部4dと、その上端
から内方へ直角に折れ曲った第二水平板部4eと、その
内端から上方へ直角に折れ曲った下部立上り板部4fと
からなり、縦断面がC形状を呈する。
That is, as shown in FIGS. 3 and 4, the girder 4 is formed by bending a steel plate in a series, and has hook bolts 34 for fixing the roof plate.
A roughly shaped hook portion 4g that locks the vertical plate portion 4a, a horizontal plate portion 4b bent outward at a right angle from its lower end, and a vertical plate portion 4C bent downward at a right angle from its outer end. , a hanging plate part 4d formed by folding the lower end upward, a second horizontal plate part 4e bent inward from the upper end at a right angle, and a lower rising plate bent upward from the inner end at a right angle. 4f, and has a C-shaped longitudinal section.

前記縦板部4a及び縦板部4fには、梁取付金具Aをボ
ルト・ナツト等の止め具15により取り付けるための横
長孔が形成され、上方の水平板部4bには、雨樋受は金
具16をボルト・ナツト等の止め具17により取り付け
るための丸孔が形成されている。
The vertical plate portion 4a and the vertical plate portion 4f are formed with horizontally elongated holes for attaching the beam attachment fittings A with fasteners 15 such as bolts and nuts, and the upper horizontal plate portion 4b is provided with metal fittings for gutter holders. 16 is formed with a round hole for attaching it with a fastener 17 such as a bolt or nut.

下方の第二水平板部4eには、間柱3の上端部を嵌め込
むための角孔が形成され、垂直板部4Cには縦長孔が形
成され、前記角孔に嵌め込んだ間柱3の上端部をボルト
・ナツト等の止め具18にて垂直板部4Cに固定すべく
構成されている。
A square hole for fitting the upper end of the stud 3 into the lower second horizontal plate part 4e is formed, and a vertically elongated hole is formed in the vertical plate part 4C, and the upper end of the stud 3 fitted into the square hole is formed. The vertical plate part 4C is configured to be fixed to the vertical plate part 4C using fasteners 18 such as bolts and nuts.

前記梁取付金具Aは、金属板の折曲げ加工等によって一
体成形されたものであり、上端に引掛部19 a 、1
9 a’を有する左右一対の鉛直板部19b。
The beam mounting bracket A is integrally formed by bending a metal plate, etc., and has hook portions 19 a and 1 at the upper end.
A pair of left and right vertical plate portions 19b having a diameter of 9 a'.

19b′と、これら両鉛直板部19 b 、19 b’
同士を連結する平面形状略コ字形の連結板部19 Cと
からなり、連結板部19 Cは梁5の空洞部に密に嵌り
込む寸法に設定されている。
19b', and both vertical plate parts 19b, 19b'
The connecting plate portion 19C has a substantially U-shaped planar shape and is dimensioned to tightly fit into the hollow portion of the beam 5.

また、両鉛直板部19b。19b′には、その上半側に
縦長孔が下半側に丸孔がそれぞれ形成され、これら各孔
と前述した縦板部4a及び縦板部4fの横長孔とにわた
って前記止め具15を挿通すべく構成されている。
Also, both vertical plate portions 19b. 19b' has a vertically elongated hole in its upper half and a round hole in its lower half, and the stopper 15 is inserted between these holes and the horizontally elongated holes in the vertical plate portions 4a and 4f. It is configured to pass.

連結板部19 Cとその外側に嵌合する梁5の両側面部
分には、ボルト・ナツトなどの止め具20のための丸孔
が形成され、両者19C,5を締付は固定するように構
成されている。
Round holes for fasteners 20 such as bolts and nuts are formed in both side surfaces of the connecting plate portion 19C and the beam 5 that fits on the outside thereof, so that the two parts 19C and 5 are tightened and fixed. It is configured.

従って、桁4と梁5を接続するにあたっては、例えば、
先ず梁取付金具Aの引掛部19 a 、19 a’を桁
4の引掛部4g及び縦板部4aに上方から引掛けて載置
した後、該金具Aの鉛直板部19 b 、19 b’を
桁4の縦板部4a及び縦板部4fに当て付け、両者を止
め具15にて締付は固定する。
Therefore, when connecting the girder 4 and the beam 5, for example,
First, the hook parts 19 a and 19 a' of the beam mounting bracket A are hooked and placed on the hook part 4 g and the vertical plate part 4 a of the girder 4 from above, and then the vertical plate parts 19 b and 19 b' of the bracket A are hooked and placed. are applied to the vertical plate portions 4a and 4f of the girder 4, and both are tightened and fixed with the fasteners 15.

この場合、引掛部19 a 、19 a’を縦板部4a
に沿うようにして引掛部4gに引掛けて梁取付金具Aを
桁4上に仮固定するため、該金具Aの位置調整及び止め
具15の操作等を容易に行なうことができる。
In this case, the hook parts 19a and 19a' are connected to the vertical plate part 4a.
Since the beam attachment fitting A is temporarily fixed on the girder 4 by being hooked on the hook portion 4g along the line, the position of the fitting A and the operation of the stopper 15 can be easily performed.

次いで、梁5の端部を梁取付金具Aの連結板部19 C
の外側に嵌合し、両者5,19Cの嵌合部を止め具20
にて締付は固定し、もって、第3図の如く桁4と梁5を
接続することができる。
Next, the end of the beam 5 is attached to the connecting plate part 19C of the beam mounting bracket A.
The fitting part of both 5 and 19C is fitted to the outside of the stopper 20.
The bolts are tightened and fixed, thereby allowing the girder 4 and beam 5 to be connected as shown in FIG.

この作業も、梁5を梁取付金具Aによって仮固定した状
態、つまり、梁5重量を連結板部19 Cに支持させた
状態で行なわれるため、止め具20等の操作を容易に行
なうことができ、しかも、上記のように、鉛直板部19
b 、19 b’同士が連結板部19 Cにより一体
化された構造の梁取付金具Aを用いるため、例えば、各
別に作製された一対のアングル材で桁と梁を接続する場
合のように、アングル材相互の間隔がずれるといった不
都合がなく、かつ、梁取付金具Aを、桁4と桁4の連結
における桁4の突き合せ端部同士の連結金具として利用
することも可能である。
This work is also performed with the beam 5 temporarily fixed by the beam mounting bracket A, that is, with the weight of the beam 5 being supported by the connecting plate portion 19C, so that the fasteners 20, etc. can be easily operated. Moreover, as mentioned above, the vertical plate part 19
b, 19b' are integrated by the connecting plate part 19C, so for example, when connecting a girder and a beam using a pair of separately manufactured angle members, There is no inconvenience that the distance between the angle members deviates, and the beam attachment fitting A can also be used as a connecting fitting between the abutting ends of the beams 4 when connecting the beams 4 to each other.

尚、第3図中、21は梁5と梁受柱6を連結する梁受ア
ングル、22はこれらを締付は固定するボルト・ナツト
等の止め具である。
In FIG. 3, 21 is a beam support angle that connects the beam 5 and the beam support column 6, and 22 is a fastener such as a bolt or nut for tightening or fixing these.

垂下り板部4dは、壁パネル8の上縁と係止する位置決
め部及び桁4自体の補強部ならびに雨水の侵入防止部と
して機能するものである。
The hanging plate portion 4d functions as a positioning portion that engages with the upper edge of the wall panel 8, a reinforcing portion for the girder 4 itself, and a portion for preventing rainwater from entering.

尚、桁4は上記実施例のものに限らず、たとえば縦断面
e形状あるいは第8図イ。
Note that the girder 4 is not limited to the one in the above embodiment; for example, the longitudinal cross section has an e shape or the one shown in FIG.

口に示すような縦断面形状としてもよい。It may also have a vertical cross-sectional shape as shown in the mouth.

梁5と母屋7の接続構造は、次の通りである。The connection structure between the beam 5 and the main building 7 is as follows.

即ち、第3図、第5図に示すように、水平板部23aと
、その上面に溶接により立設された中空の角筒状軸体(
図示の実施例では角パイプを使用している。
That is, as shown in FIGS. 3 and 5, a horizontal plate portion 23a and a hollow rectangular cylindrical shaft (
The illustrated embodiment uses square pipes.

)23bとからなる母屋取付金具Bを、前記水平板部2
3 aが梁5上面に載置された状態に、ボルト等の止め
具24で個定する。
) 23b to the horizontal plate part 2.
3a is placed on the upper surface of the beam 5, and is fixed with a fastener 24 such as a bolt.

一方、母屋7は、下方に開口する溝型板部7aと、その
下端から面外側へ直角に折れ曲ったリップ7bとからな
る縦断頭孔形状となし、この母屋7を、第2図及び第3
図に示すように、溝型板部7aの溝底部下面が前記中空
角筒状軸体23 bの上端縁に当接し、リップ7bが前
記水平板部23 aから浮き上った状態に前記中空角筒
状軸体23 bに嵌合し、嵌合部をボルト・ナツト等の
止め具25で両者7,23 bを締付は固定するのであ
る。
On the other hand, the main house 7 has a vertical hole shape consisting of a groove-shaped plate part 7a opening downward and a lip 7b bent at right angles from the lower end to the outside of the surface. 3
As shown in the figure, the lower surface of the groove bottom of the groove-shaped plate part 7a abuts the upper edge of the hollow square cylindrical shaft body 23b, and the lip 7b is raised from the horizontal plate part 23a. It is fitted into the rectangular cylindrical shaft body 23b, and the fitting portion is tightened and fixed with a fastener 25 such as a bolt or nut.

このように、母屋取付金具Bを、水平板部23 aとそ
の上面に立設された中空角筒状軸体23 bとから形成
し、縦断頭孔形状の母屋7を、その溝型板部7aの溝底
部下面が前記中空角筒状軸体23 bの上端縁に当接し
、前記リップ7bが前記水平板部23 aから浮き上っ
た状態に前記中空角筒状軸体23 bに嵌合させるため
、母屋7の荷重を上下方向及び水平方向の力に対して強
固な中空角筒状軸体で支持することができ、非常に堅牢
である。
In this way, the purlin mounting bracket B is formed from the horizontal plate part 23a and the hollow rectangular cylindrical shaft body 23b erected on the upper surface thereof, and the purlin 7 having the vertical head hole shape is attached to the groove-shaped plate part. The lower surface of the groove bottom of 7a abuts the upper edge of the hollow square cylindrical shaft 23b, and the lip 7b is fitted into the hollow square cylindrical shaft 23b with the lip 7b floating above the horizontal plate portion 23a. As a result, the load of the main building 7 can be supported by the hollow rectangular cylindrical shaft body, which is strong against vertical and horizontal forces, and is extremely robust.

接合状態においては、母屋7の溝型板部7aの相対向す
る内側面が上下幅の全長にわたって中空角筒状軸体23
bの両側面と当接しているため、左右方向の力に対し
て強固であり、しがもリップbが存在するため、上下方
向の力に対しても強固で゛ある。
In the joined state, the opposing inner surfaces of the groove-shaped plate portions 7a of the main building 7 are connected to the hollow rectangular cylindrical shaft body 23 over the entire length of the vertical width.
Since it is in contact with both sides of b, it is strong against forces in the left and right directions, and since lip b is present, it is also strong against forces in the vertical direction.

尚、中空角筒状軸体23 bに設ける止め具25挿通用
の孔は母屋7との位置関係を母屋7長手方向に調整でき
るように、横長孔としてあり、梁5上面には、止め具2
4をねじ込むためのねし孔を設けである。
The hole for inserting the stopper 25 provided in the hollow rectangular cylindrical shaft body 23b is a horizontally elongated hole so that the positional relationship with the main building 7 can be adjusted in the longitudinal direction of the main building 7. 2
4 is provided with a tapped hole for screwing into it.

尚、7Cは止具挿通孔である。また、母屋取付金具Bの
うち、桁方向端部の梁5上に固定する母屋取付金具Bに
は、水平板部23 Hの一端に、針板等他物を取り付け
るための取付片23a′を一体に折曲げ形成することが
望ましい。
Note that 7C is a stopper insertion hole. In addition, among the purlin mounting brackets B, the purlin mounting bracket B, which is fixed on the beam 5 at the end in the girder direction, has a mounting piece 23a' at one end of the horizontal plate part 23H for attaching other objects such as a throat plate. It is desirable to form it by folding it in one piece.

また、上記の実施例では、水平板部23 aを直接止め
具24にて梁5上面に締付は固定するようになっている
が、例えば、第7図に示すように、水平板部23 aの
両端に下方へ直角に折れ曲った板部23 Cを設け、こ
れら板部23 Cを梁5の両側面に当て付け、かつ、止
め具24にて締付は固定するように構成して実施するこ
とも可能である。
Further, in the above embodiment, the horizontal plate portion 23a is directly fastened to the upper surface of the beam 5 using the fastener 24, but for example, as shown in FIG. Plate portions 23C bent downward at right angles are provided at both ends of a, and these plate portions 23C are placed against both sides of the beam 5, and are configured to be fixed with fasteners 24. It is also possible to implement.

次に、土台部分における骨格部材、つまり、下枠2、間
柱3、梁受柱6とアンカーボルト14の接続構造につい
て述べると、第6図に示すCは土台金具であり、該金具
Cは、金属板の折曲げ加工により作製され、平面形状が
T型を呈する。
Next, to describe the connection structure between the frame members in the foundation part, that is, the lower frame 2, studs 3, beam supports 6, and anchor bolts 14, C shown in FIG. 6 is a foundation metal fitting, and the metal fitting C is a metal plate. It is manufactured by bending process, and has a T-shaped planar shape.

即ち、横板部26aとその長手方向中間部に位置する縦
板部26 bとによって平面形状T型に形成され、縦板
部26 bにはアンカーボルト挿入用の孔27が穿設さ
れている。
That is, the horizontal plate part 26a and the vertical plate part 26b located at the middle part in the longitudinal direction form a T-shaped planar shape, and the vertical plate part 26b has a hole 27 for inserting an anchor bolt. .

28は縦板部26 bの内方端縁に折曲形成した第一立
上り片、29は、横板部26 aの長手方向中間部でか
つ縦板部26 bとは反対側の端縁に折曲形成された第
二立上り片、30及び31は、第二立上り片29の両側
位置における横板部26 aの幅方向両端縁に一対ずつ
折曲形成された第三立上り片及び第四立上り片である。
Reference numeral 28 indicates a first rising piece bent at the inner edge of the vertical plate portion 26b, and reference numeral 29 indicates an edge formed at the longitudinally intermediate portion of the horizontal plate portion 26a and on the opposite side from the vertical plate portion 26b. The second rising pieces 30 and 31 are formed by bending, and the third rising pieces 30 and 31 are bent in pairs at both ends of the horizontal plate portion 26a in the width direction at both sides of the second rising piece 29. It's a piece.

32は、これら各立上り片28.29,30.31にバ
ーリング加工にて形成したタップ孔である。
Reference numeral 32 denotes tapped holes formed in each of these rising pieces 28, 29, 30, and 31 by burring.

上記の土台金具Cは、孔27及びアンカーボルト14を
介して基礎コンクリート13上に締付は固定され、該金
具Cと下枠2、間柱3及び梁受柱6とは次のようにして
接続されている。
The above-mentioned foundation metal fitting C is fastened onto the foundation concrete 13 through the hole 27 and the anchor bolt 14, and the metal fitting C is connected to the lower frame 2, stud 3, and beam support column 6 as follows. There is.

即ち、第6図に示すように、第三立上り片30及び第四
立上り片31には、直列状に配置した一対の下枠の相対
向する端部を、前記各立上り片30及び31の外面に当
接する状態に横方向から嵌合し、同様に、第二立上り片
29の外側には間柱3の下端部を、また第一立上り片1
8の外側には梁受柱6の下端部をそれぞれ上方から嵌合
し、これら各嵌合部を前記各タップ(L32に螺合する
ボルト33にて締付は固定しである。
That is, as shown in FIG. 6, the third rising piece 30 and the fourth rising piece 31 have opposing ends of a pair of lower frames arranged in series aligned with the outer surfaces of the respective rising pieces 30 and 31. Similarly, the lower end of the stud 3 is placed on the outside of the second rising piece 29, and the lower end of the stud 3 is placed on the outside of the second rising piece 29, and the lower end of the stud 3 is placed on the outside of the second rising piece 29.
The lower end portions of the beam supports 6 are fitted onto the outer sides of the beam support columns 6 from above, and these fitting portions are fixedly tightened with bolts 33 screwed into the respective taps (L32).

尚、図示の下枠2は、下向きに開口する略C字状の板部
2aと壁パネル8の下縁内端を当て付ける立上り板部2
bとにより、縦断面が円形状を呈する如く折曲形成され
、間柱3は、内方に開口する略コ字状の板部とその開口
端を溝内方へ折り曲げて壁パネル8の側縁を係止するよ
うにした板部とにより、横断面かに形状を呈する如く折
曲形成されているが、これら2及び3は、前記立上り片
30.31及び29に嵌合し得る空洞部を有する形状で
あれば足り、図示の断面形状に限られるものではない。
The illustrated lower frame 2 includes a substantially C-shaped plate portion 2a that opens downward and a rising plate portion 2 that abuts the inner end of the lower edge of the wall panel 8.
b, the stud 3 is bent so that its longitudinal section has a circular shape, and the stud 3 has a substantially U-shaped plate portion that opens inward, and its opening end is bent inward into the groove to form a side edge of the wall panel 8. These plate parts 2 and 3 have hollow parts that can fit into the rising pieces 30, 31 and 29. It is sufficient that the cross-sectional shape has a cross-sectional shape, and is not limited to the cross-sectional shape shown in the drawings.

梁受柱6についても同様である。The same applies to the beam support column 6.

以上のように、本考案による組立家屋における梁と母屋
の接合構造は、水平板部とその上面に立設された中空角
筒状軸体とからなる母屋取付金具を、前記水平板部が梁
上面に載置された状態に、止め具にて梁に固着し、下方
に開口する溝型板部とその下端から面外側へ折れ曲った
リップとからなる縦断面花形状の母屋を、その溝型板部
の溝底部下面が前記中空角筒状軸体の上端縁に当接し、
前記リップが前記水平板部から浮き上った状態に、前記
中空角筒状軸体に嵌合し、両者の嵌合部を止め具にて固
着したものであるから、次の如き効果が得られるのであ
る。
As described above, in the joint structure between the beam and the purlin in the prefabricated house according to the present invention, the horizontal plate part connects the purlin mounting bracket consisting of the horizontal plate part and the hollow rectangular cylindrical shaft erected on the upper surface of the horizontal plate part to the beam. When placed on the top surface, the main building, which has a flower-shaped longitudinal section and is composed of a groove-shaped plate section opening downward and a lip bent outward from the surface, is attached to the beam using a stopper. The lower surface of the groove bottom of the template portion contacts the upper edge of the hollow square cylindrical shaft,
Since the lip is fitted into the hollow rectangular cylindrical shaft in a state raised from the horizontal plate part, and the fitting parts of both are fixed with a stopper, the following effects can be obtained. It will be done.

即ち、母屋取付金具の中空角筒状軸体は上下方向及び水
平方向の力に対して強固であり、この中空角筒状軸体に
対して、縦断面花形状の母屋を、その溝型板部の溝底部
下面が中空角筒状軸体の上端縁に当接し、母屋のリップ
が中空角筒状軸体下端の水平板部から浮き上った状態に
嵌合させであるので、母屋の荷重が上下方向及び水平方
向の力に対して強固な中空角筒状軸体で支持され、母屋
のグラツキ等が生ぜず、非常に堅牢である。
That is, the hollow rectangular cylindrical shaft of the purlin mounting bracket is strong against vertical and horizontal forces, and the purlin, which has a flower-shaped longitudinal section, is attached to its groove-shaped plate. The lower surface of the groove bottom of the part is in contact with the upper edge of the hollow square cylindrical shaft, and the lip of the purlin is raised from the horizontal plate part of the lower end of the hollow square cylindrical shaft. The load is supported by the hollow rectangular cylindrical shaft that is strong against vertical and horizontal forces, and the main building does not wobble and is extremely robust.

しかも、中空角筒状軸体に対して母屋をそのリップが中
空角筒状軸体下端の水平板部から浮き上った状態に嵌合
させるが故に、中空角筒状軸体の長さに関係なく上下幅
の一定した母屋を使用することができ、従って屋根勾配
に応じて中空角筒状軸体の長さを変えても同一上下幅の
母屋が使用でき、上下幅の異なる何種類もの母屋を準備
する必要がない。
Moreover, since the purlin is fitted to the hollow square cylindrical shaft with its lip raised above the horizontal plate at the lower end of the hollow square cylindrical shaft, the length of the hollow square cylindrical shaft is Therefore, even if the length of the hollow rectangular cylindrical shaft body is changed according to the roof slope, a purlin with the same vertical width can be used, and many types with different vertical widths can be used. There is no need to prepare the main house.

しかも、母屋の縦断面が孔形状であるため、カラー鉄板
の折曲げ加工といった簡易な製造手段を採用でき、母屋
取付金具も単純な構造であるところから溶接個所も少な
くて済み、容易かつ安価に製作し得る効果がある。
Moreover, since the vertical cross section of the purlin is hole-shaped, simple manufacturing methods such as bending of colored iron plates can be adopted, and since the purlin mounting bracket has a simple structure, there are fewer welding points, making it easy and inexpensive. There are effects that can be produced.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本考案の実施例を示し、第1図は組立車庫の正面
図、第2図はその構造骨格を示す概略縦断面図、第3図
は要部の拡大縦断面図、第4図乃至第6図は各々要部の
斜視図、第7図母屋取付金具の変形例を示す正面図、第
8図イ2口は本考案の変形例を示す説明図である。 B・・・・・・母屋取付金具、5・・・・・・梁、7・
・・・・・母屋、7a・・・・・・溝型板部、7b・・
・・・・リップ。
The drawings show an embodiment of the present invention; Fig. 1 is a front view of an assembled garage, Fig. 2 is a schematic longitudinal sectional view showing its structural framework, Fig. 3 is an enlarged longitudinal sectional view of the main parts, and Figs. FIG. 6 is a perspective view of the main parts, FIG. 7 is a front view showing a modification of the main building mounting bracket, and FIG. 8A is an explanatory diagram showing a modification of the present invention. B...Purin mounting bracket, 5...Beam, 7.
...Purinary building, 7a...Groove plate part, 7b...
····lip.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水平板部とその上面に立設された中空角筒状軸体とから
なる母屋取付金具を、前記水平板部が梁上面に載置され
た状態に、止め具にて梁に固着し下方に開口する溝型板
部とその下端から周外側へ折れ曲ったリップとからなる
縦断面孔形状の母屋を、その溝型板部の溝底部下面が前
記中空角筒状軸体の上端縁に当接し、前記リップが前記
水平板部から浮き上った状態に、前記中空角筒状軸体に
嵌合し、両者の嵌合部を止め具にて固着しであることを
特徴とする組立家屋における梁と母屋の接続構造。
A purlin mounting bracket consisting of a horizontal plate part and a hollow rectangular cylindrical shaft erected on the upper surface thereof is fixed to the beam with a fastener with the horizontal plate part placed on the upper surface of the beam, and then moved downward. A purlin with a vertical cross-sectional hole shape consisting of an opening groove-shaped plate part and a lip bent from its lower end to the circumferential outside is arranged such that the lower surface of the groove bottom of the groove-shaped plate part abuts the upper edge of the hollow square cylindrical shaft. , wherein the lip is fitted into the hollow rectangular cylindrical shaft in a state raised from the horizontal plate part, and the fitting part of both is fixed with a stopper. Connection structure between beam and purlin.
JP4968279U 1979-04-14 1979-04-14 Connection structure between beams and main building in prefabricated houses Expired JPS5854495Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4968279U JPS5854495Y2 (en) 1979-04-14 1979-04-14 Connection structure between beams and main building in prefabricated houses

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4968279U JPS5854495Y2 (en) 1979-04-14 1979-04-14 Connection structure between beams and main building in prefabricated houses

Publications (2)

Publication Number Publication Date
JPS55149002U JPS55149002U (en) 1980-10-27
JPS5854495Y2 true JPS5854495Y2 (en) 1983-12-12

Family

ID=28935728

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4968279U Expired JPS5854495Y2 (en) 1979-04-14 1979-04-14 Connection structure between beams and main building in prefabricated houses

Country Status (1)

Country Link
JP (1) JPS5854495Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0628561Y2 (en) * 1987-05-29 1994-08-03 株式会社淀川製鋼所 Structure beam and purlin connection structure

Also Published As

Publication number Publication date
JPS55149002U (en) 1980-10-27

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