JP2507890Y2 - Mounting structure for horizontal members in an assembled house - Google Patents

Mounting structure for horizontal members in an assembled house

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Publication number
JP2507890Y2
JP2507890Y2 JP1989054818U JP5481889U JP2507890Y2 JP 2507890 Y2 JP2507890 Y2 JP 2507890Y2 JP 1989054818 U JP1989054818 U JP 1989054818U JP 5481889 U JP5481889 U JP 5481889U JP 2507890 Y2 JP2507890 Y2 JP 2507890Y2
Authority
JP
Japan
Prior art keywords
pillar
horizontal member
connecting piece
piece
joint portion
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
JP1989054818U
Other languages
Japanese (ja)
Other versions
JPH02144903U (en
Inventor
善博 河本
浩一 宮本
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 JP1989054818U priority Critical patent/JP2507890Y2/en
Publication of JPH02144903U publication Critical patent/JPH02144903U/ja
Application granted granted Critical
Publication of JP2507890Y2 publication Critical patent/JP2507890Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、車庫や倉庫などの組立家屋において、そ
の梁や桁などの横架材を柱に固定するための取付構造に
関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial application] The present invention relates to a mounting structure for fixing a horizontal member such as a beam or a girder to a column in an assembled house such as a garage or a warehouse.

〔従来の技術〕[Conventional technology]

柱に対する横架材の取付構造として、柱に先組みした
継手金具に横架材をボルトで締結する継手方式と、横架
材および柱の一部を継手壁にして、両者の交差部分をボ
ルトで締結する直接方式とがある。
As a structure for mounting the horizontal members on the columns, there is a joint system in which the horizontal members are fastened to the joint fittings that are assembled to the columns with bolts, and the horizontal members and a part of the columns are joint walls, and the intersections of the two are bolted. There is a direct method of concluding with.

このうち、本考案は後者の直接方式に属する。その従
来技術のひとつに、第10図に示す形態が公知である(文
献不詳)。これでは、柱21の上端に接合用の縦溝22を形
成しておき、この縦溝22に横架材23を上方から落とし込
み係合し、柱21と横架材23とは両者を貫通するボルト24
で締結している。
Of these, the present invention belongs to the latter direct method. As one of the conventional techniques, the form shown in FIG. 10 is known (literature unknown). Here, a vertical groove 22 for joining is formed in the upper end of the pillar 21, and a horizontal member 23 is dropped into the vertical groove 22 from above to engage the pillar 21 and the horizontal member 23 with each other. Bolt 24
It is concluded with.

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

組立家屋では、柱や横架材等の骨組みを一通り仮組み
したのち、各部材の傾きや歪みを修正してボルトで最終
的に締結する。
In the assembled house, after temporarily assembling the frameworks such as columns and horizontal members, the inclination and distortion of each member are corrected and finally bolted.

そのため、前述のような横架材23の取付構造では、そ
の一方を縦溝22に嵌み込み、他方を別の柱に組み込む際
に、横架材23が縦溝22から抜け落ちやすく、とくに組立
作業を一人で行う場合に作業が行い難いところに問題が
あった。
Therefore, in the mounting structure of the horizontal member 23 as described above, when one of the members is fitted into the vertical groove 22 and the other is incorporated into another column, the horizontal member 23 is likely to slip out from the vertical groove 22, and There was a problem in that it was difficult to do the work alone.

また、柱21と横架材23はボルト24だけで接続されてお
り、継手方式のように面接合個所がないので、本締め後
にもガタ付きを生じやすい。とくに、横架材23の長手方
向に沿う外力に対してボルト24に剪断荷重が集中的に加
わるなど、堅牢度が十二分に得難い不利があった。
Further, since the column 21 and the horizontal member 23 are connected only by the bolts 24 and there is no surface-joint portion unlike the joint method, rattling is likely to occur even after the final tightening. In particular, a shear load is concentrated on the bolt 24 with respect to an external force along the longitudinal direction of the horizontal member 23, which is disadvantageous in that the robustness is not sufficiently obtained.

本考案は、かかる従来の問題点を解消するために提案
されたものであり、その目的は横架材の取付構造を改良
することによって、横架材の組立作業性を向上し、同時
に骨組構造の堅牢性を向上するにある。
The present invention has been proposed in order to solve the above conventional problems, and its purpose is to improve the workability of assembling the horizontal members by improving the mounting structure of the horizontal members, and at the same time, to improve the structure of the frame structure. To improve the robustness of.

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

第1図および第2図は本考案の内容を原理的に説明し
ており、中空の柱1に横架材2を接続固定するについ
て、横架材2が接合される柱1の取付壁10に、縦方向の
有底溝11を形成し、横架材2の縦面壁5の端に、該有底
溝11に嵌まり込む連結片7と、柱1内に抜け止め状に嵌
まり込んで固定される継手部8とをそれぞれ一体に連出
形成したことを要件とするものである。
FIG. 1 and FIG. 2 explain the principle of the present invention in principle. For connecting and fixing the horizontal member 2 to the hollow pillar 1, the mounting wall 10 of the pillar 1 to which the horizontal member 2 is joined is fixed. A bottomed groove 11 is formed in the vertical direction, and a connecting piece 7 that fits into the bottomed groove 11 is formed at the end of the vertical wall 5 of the horizontal member 2 and a retaining piece that fits into the pillar 1. It is a requirement that the joint portion 8 fixed by 1. is integrally formed continuously.

更に具体的には、継手部8は前記連結片7につながっ
ていて、柱1の内壁面に接当して横架材2が前記有底溝
11から抜け落ちないように柱1内に嵌まり込む。すなわ
ち継手部8は、連結片7に直交状態でつながっている抜
止片12と、該抜止片12につながっていて、柱1の内面に
面接触状態でボルト止めされる接合片13・14とからな
る。
More specifically, the joint portion 8 is connected to the connecting piece 7 and is in contact with the inner wall surface of the column 1 so that the horizontal member 2 has the bottomed groove.
Fit into the pillar 1 so that it does not fall out from 11. That is, the joint portion 8 includes a retaining piece 12 that is connected to the connecting piece 7 in an orthogonal state, and joining pieces 13 and 14 that are connected to the retaining piece 12 and are bolted to the inner surface of the column 1 in a surface contact state. Become.

〔作用〕[Action]

連結片7を有底溝11内に落とし込み係合すると、連結
片7より先端側の継手部8が柱1内に嵌まり込む。この
仮組み状態で横架材2に長手方向の外力が作用しても継
手部8、具体的にはその抜止片12が柱1の内面に接当し
て外力に対抗するので、横架材2が柱1から抜け落ちる
ことを防止できる。
When the connecting piece 7 is dropped into the bottomed groove 11 and engaged, the joint portion 8 on the tip side of the connecting piece 7 fits into the column 1. Even if an external force in the longitudinal direction acts on the horizontal member 2 in this temporarily assembled state, the joint portion 8, specifically, the retaining piece 12 contacts the inner surface of the column 1 and opposes the external force. 2 can be prevented from falling off the pillar 1.

そして、柱1とこれに嵌合した継手部8とをボルト18
などで本固定する。具体的には継手部8の接合片13・14
を柱1の内面に面接触状態で接合させてボルト18でガタ
付くことなく本締めする。
Then, the pillar 1 and the joint portion 8 fitted to the pillar 1 are bolted to each other.
Use this to fix the book. Specifically, the joint pieces 13 and 14 of the joint portion 8
Is joined to the inner surface of the pillar 1 in a surface contact state, and is fully tightened by the bolt 18 without backlash.

(第1実施例) 第3図ないし第6図は本考案を倉庫に適用した第1実
施例を示す。
(First Embodiment) FIGS. 3 to 6 show a first embodiment in which the present invention is applied to a warehouse.

第3図は倉庫の骨組み構造を示しており、土台上に立
設した中空の柱1と、各柱1の上端の左右間に渡した、
横架材のひとつである前後の上枠9・9および中間の桁
2と、各柱1の上端前後間に渡した、他の横架材である
左右の梁3とで骨組みが構成されている。その各柱1は
角形断面の中空金属材からなり、下端がアンカプレート
4に図外のボルトで仮締め固定されている。そして、前
記桁2と柱1の接続部P1・P2のそれぞれに本考案の取付
構造が適用されている。以下、該当の桁2を横架材と読
み替えて説明する。
FIG. 3 shows the frame structure of the warehouse, which is a hollow pillar 1 erected on the foundation and the upper and lower ends of each pillar 1,
The skeleton is composed of the upper and lower upper frames 9 and 9 which are one of the horizontal members and the middle girder 2 and the left and right beams 3 which are the other horizontal members which are passed between the upper and lower ends of each pillar 1. There is. Each of the columns 1 is made of a hollow metal material having a rectangular cross section, and the lower end thereof is temporarily fixed to the anchor plate 4 with a bolt (not shown). The mounting structure of the present invention is applied to each of the connecting portions P1 and P2 of the girder 2 and the pillar 1. Hereinafter, the relevant girder 2 will be described by reading it as a horizontal member.

第4図および第5図において、図の横架材2は前後一
対の断面C字形のチャンネル材2a・2bからなり、各チャ
ンネル材2a・2bの縦面壁5・5を背中合わせ状に接合
し、この接合部どうしをボルト6にて締結することによ
り一体化したものである。
In FIG. 4 and FIG. 5, the horizontal member 2 in the figures is composed of a pair of front and rear channel members 2a and 2b having a C-shaped cross section, and the vertical walls 5 and 5 of the respective channel members 2a and 2b are joined back to back, The joints are integrated by fastening them with bolts 6.

各チャンネル材2a・2bには、その各縦面壁5の両端に
連結片7を介して継手部8がそれぞれ一体に連出形成さ
れている。
Joint portions 8 are integrally formed on both ends of each vertical wall 5 of the respective channel members 2a and 2b via connecting pieces 7.

横架材2が接合される柱1の取付壁10には、柱1の開
口上端を始端にして縦方向の有底溝11が形成されてお
り、この有底溝11に連結片7を上方から落とし込み係合
すると、継手部8の全体が柱1内に嵌まり込む基本仕様
となっている。
A vertical bottomed groove 11 is formed on the mounting wall 10 of the pillar 1 to which the horizontal member 2 is joined, starting from the opening upper end of the pillar 1, and the connecting piece 7 is placed above the bottomed groove 11. The basic specifications are such that the entire fitting portion 8 is fitted into the pillar 1 when the fitting is dropped into the pillar 1.

連結片7は、柱1側の取付壁10の厚みよりも大きい余
裕長さで縦面壁5をそのまま延長して形成する。
The connecting piece 7 is formed by directly extending the vertical wall 5 with a margin length larger than the thickness of the mounting wall 10 on the side of the pillar 1.

継手部8は、連結片7に直交状態でつながる抜止片12
と、2個の接合片13・14とを含む平面視でコ字形状に折
り曲げ形成してなる。
The joint portion 8 is a retaining piece 12 that is connected to the connecting piece 7 in an orthogonal state.
And the two joining pieces 13 and 14 are bent and formed in a U shape in a plan view.

左右端の接続部P1においては、第4図に示すごとく抜
止片12とこれに対向する接合片14の左右間隔が、柱1の
内面の左右対向間隔より小さく寸法設定されており、各
接合片13・14の上下2個所にねじ孔15を設けてある。ま
た、両接合片13・14に対応する柱1の壁面には、ねじ孔
15に対応させてボルト孔16を貫通状に設けてある。
In the connecting portion P1 at the left and right ends, as shown in FIG. 4, the left-to-right distance between the retaining piece 12 and the joining piece 14 opposed thereto is set to be smaller than the left-to-right facing distance on the inner surface of the pillar 1, and Screw holes 15 are provided at two positions above and below 13 and 14. Also, on the wall surface of the pillar 1 corresponding to both joint pieces 13 and 14, screw holes
A bolt hole 16 is provided in a penetrating manner corresponding to 15.

ねじ孔15とボルト孔16とを位置決めするために、第5
図に示すごとく連結片7の下端に位置決め溝17を形成し
ておく。つまり、連結片7を有底溝11に落とし込み、有
底溝11の底に位置決め溝17を嵌め込むと、締結用の前記
両孔15・16の中心が一致する。尤も、位置決め用溝17を
省略して、前記接合片14を柱1の対応する内壁面に接当
させた状態で締結用の前記両孔15・16の中心が合致する
ようにしてもよい。
In order to position the screw hole 15 and the bolt hole 16, the fifth
As shown in the figure, a positioning groove 17 is formed in the lower end of the connecting piece 7. That is, when the connecting piece 7 is dropped into the bottomed groove 11 and the positioning groove 17 is fitted in the bottom of the bottomed groove 11, the centers of the fastening holes 15 and 16 are aligned. However, the positioning groove 17 may be omitted, and the centers of the fastening holes 15 and 16 may be aligned with each other with the joining piece 14 in contact with the corresponding inner wall surface of the column 1.

中間の接続部P2においては、第4図に示すごとく柱1
の左右に横架材2が一直線状に接続される。そのため、
該当の柱1は断面が左右横長の角形とし、その左右壁に
有底溝11・11をそれぞれ形成し、各継手部8の前記抜止
片12が接合片として利用できるように、ねじ孔15を抜止
片12にも形成し、これに対応するボルト孔16を左右の取
付壁10・10のそれぞれに設けてある。
At the intermediate connecting portion P2, as shown in FIG.
Horizontal members 2 are connected in a straight line on the left and right sides of. for that reason,
The corresponding pillar 1 has a rectangular cross section with left and right sides, and has bottomed grooves 11 and 11 on its left and right walls, respectively, and has screw holes 15 so that the retaining pieces 12 of each joint part 8 can be used as joint pieces. The retaining piece 12 is also formed, and corresponding bolt holes 16 are provided in the left and right mounting walls 10, 10.

次に、柱1に対する横架材2の組立要領を説明する。
なお、前後のチャンネル材2a・2bは、横架材2の組立に
先行して予めボルト6で締結して一体のものとしてお
く。
Next, a procedure for assembling the horizontal member 2 with respect to the pillar 1 will be described.
The front and rear channel members 2a and 2b are integrally fastened with bolts 6 prior to the assembly of the horizontal member 2.

まず、横架材2の一端側の連結片7を左右端側の柱1
の有底溝11に上方から引っ掛ける。その際、横架材2の
全体は斜めに傾いているので、継手部8は下端の一部の
みが柱1の内部に嵌まり込み、抜止片12の下端面が取付
壁10の内面に接当している。この状態で横架材2の他端
側を持ち上げると、有底溝11と連結片7との嵌合案内作
用で継手部8は柱1内に徐々に滑り込んで行く。
First, connect the connecting piece 7 on one end side of the horizontal member 2 to the pillars 1 on the left and right end sides.
Hook the bottomed groove 11 from above. At that time, since the whole of the horizontal member 2 is obliquely inclined, only a part of the lower end of the joint portion 8 fits inside the pillar 1, and the lower end surface of the retaining piece 12 contacts the inner surface of the mounting wall 10. Hitting When the other end of the horizontal member 2 is lifted in this state, the joint portion 8 gradually slides into the column 1 due to the fitting guide action of the bottomed groove 11 and the connecting piece 7.

横架材2の他端側を持ち上げ操作するとき、横架材2
には中間の柱1側に向って抜け外れようとする力が作用
するが、連結片7が有底溝11に掛け止めた後は、抜止片
12が柱1の内壁面に接当して横架材2が端の柱1から抜
け落ちることはない。もちろん、作業者によって引張力
が加えられた場合でも、この掛け止め状態を維持する。
When the other end of the horizontal member 2 is lifted and operated, the horizontal member 2
The force that tends to come off toward the side of the middle pillar 1 acts on this, but after the connecting piece 7 is hooked on the bottomed groove 11,
12 does not come into contact with the inner wall surface of the pillar 1 and the horizontal member 2 does not fall off the pillar 1 at the end. Of course, even when a tensile force is applied by the worker, this hooked state is maintained.

中間の柱1の有底溝11に連結片7を落とし込んだの
ち、横架材2の全体の端の柱1側に僅かに移動させる
と、連結片7の下部の位置決め溝17が有底溝11の溝底に
嵌まり込み、端の接続部P1においてねじ孔15とボルト孔
16の孔中心が一致する。この状態で必要に応じて柱1の
外面からボルト18をボルト孔16を介してねじ孔15にねじ
込み、継手部8を柱1に仮固定する。中間の接続部P2に
おいても、同様にして継手部8を柱1に仮固定する。こ
の状態において、あえてボルト18により仮固定をしてい
なくても、柱1と横架材2とが抜け外れることはない。
第3図において右側の横架材2の右端も左右対称となる
よう右側の柱1に同一仕様で接続される。
When the connecting piece 7 is dropped into the bottomed groove 11 of the middle pillar 1, and then slightly moved to the pillar 1 side at the entire end of the horizontal member 2, the positioning groove 17 at the bottom of the connecting piece 7 is closed. It fits into the groove bottom of 11 and has a screw hole 15 and a bolt hole at the end connection P1.
The 16 hole centers coincide. In this state, bolts 18 are screwed into the screw holes 15 from the outer surface of the column 1 through the bolt holes 16 as needed to temporarily fix the joint portion 8 to the column 1. Similarly, at the intermediate connecting portion P2, the joint portion 8 is temporarily fixed to the column 1. In this state, the pillar 1 and the horizontal member 2 will not come off even if the bolt 18 is not temporarily fixed.
In FIG. 3, the right end of the right cross member 2 is also connected to the right pillar 1 with the same specifications so that the right end is also symmetrical.

かくして、全ての横架材(上枠9と桁2)を左右の柱
間に装着し、梁3の前後の柱1間に所定の要領で装着し
て仮締めする。骨組が一通り組上った後、ブレースを取
り付け、ターンバックルを締込んで柱1、桁2および梁
3の組付姿勢を適正化し、全てのボルト18を本締めし骨
組みを完成させる。
Thus, all the horizontal members (the upper frame 9 and the girder 2) are mounted between the left and right columns, and are mounted between the columns 1 before and after the beam 3 in a predetermined manner and temporarily tightened. After the skeleton has been assembled, the brace is attached and the turnbuckle is tightened to optimize the assembling postures of the pillar 1, the girder 2 and the beam 3, and all the bolts 18 are fully tightened to complete the skeleton.

この本締め状態において、横架材2と柱1とは接合片
13・14を介して面接触し、しかもこれら面接触部がボル
ト18で締結されている。従って、長手方向に沿う外力が
横架材2に作用する場合でも、横架材2と柱1との間に
ガタ付きを生じることはない。
In this fully tightened state, the horizontal member 2 and the pillar 1 are joined pieces.
Surface contact is made via 13 and 14, and these surface contact portions are fastened by bolts 18. Therefore, even when an external force along the longitudinal direction acts on the horizontal member 2, there is no backlash between the horizontal member 2 and the pillar 1.

〔第2実施例〕 第7図は本考案の第2実施例を示しており、この場合
の横架材2は連結片7の下縁7aを縦面壁5から継手部8
側に向かって下り傾斜状に形成し、連結片7の断面積を
稼ぐとともに、該縦面壁5の上端から折り曲げ連出した
上側のL字形補強片19の端19aを下側のL字形補強片19
のそれよりも前記抜止片12側に近接させて、連結片7の
強度を向上させ、かつ該下縁7aで組付時に柱1内に継手
部8を円滑に滑り込ませ得るようにした。
[Second Embodiment] Fig. 7 shows a second embodiment of the present invention. In this case, the horizontal member 2 has the lower edge 7a of the connecting piece 7 extending from the vertical wall 5 to the joint portion 8.
And the end 19a of the upper L-shaped reinforcing piece 19 bent and extended from the upper end of the vertical wall 5 is formed so as to increase the cross-sectional area of the connecting piece 7, and the end 19a of the lower L-shaped reinforcing piece is formed. 19
It is made closer to the side of the retaining piece 12 than that, so that the strength of the connecting piece 7 is improved and the joint portion 8 can be smoothly slid into the column 1 at the time of assembling by the lower edge 7a.

〔第3実施例〕 第8図は本考案の第3実施例を示しており、これでは
連結片7を長く延長形成し、その突端で直角に折り曲げ
形成した抜止片12が、同時にボルト止めされる接合片14
となるようにし、抜止片12だけで継手部8を構成した。
[Third Embodiment] FIG. 8 shows a third embodiment of the present invention, in which a connecting piece 7 is extended and formed, and a retaining piece 12 bent and bent at a right angle is bolted at the same time. Joining piece 14
Thus, the joint portion 8 is constituted only by the retaining pieces 12.

〔第4実施例〕 第9図は本考案の第4実施例を示しており、これでは
連結片7に連続して2個の接合片13・14をL字形状に折
り曲げ連設し、一方の接合片13が抜止片12を兼ねる構造
とした。また、柱1が断面C字形のチャンネル材からな
るものとした。
[Fourth Embodiment] FIG. 9 shows a fourth embodiment of the present invention, in which two joining pieces 13 and 14 are continuously connected to the connecting piece 7 by bending them into an L-shape. The joining piece 13 has a structure which also serves as the retaining piece 12. Further, the pillar 1 is made of a channel material having a C-shaped cross section.

〔別実施態様例〕[Another embodiment example]

上記以外に、横架材2は第1図に示すごとく単一のチ
ャンネル材で構成してあってもよく、縦面壁5を含む断
面形状は限定されないし、位置決め溝17も省略できる。
In addition to the above, the horizontal member 2 may be formed of a single channel member as shown in FIG. 1, the sectional shape including the vertical wall 5 is not limited, and the positioning groove 17 can be omitted.

本考案が梁を横架材として柱に取り付ける場合にも適
用できることは言うまでもない。
It goes without saying that the present invention can be applied to a case where a beam is attached to a column as a horizontal member.

有底溝11は柱1の中途部に形成することもできる。こ
の場合は有底溝11の上方に継手部8を柱1内に挿入する
ための開口を連続して設けておけばよい。柱1も断面円
形ないし半円形など特に限定されない。柱1に継手部8
を本固定するには、スポット溶接その他によってもよ
い。
The bottomed groove 11 can also be formed in the middle of the pillar 1. In this case, an opening for inserting the joint portion 8 into the column 1 may be continuously provided above the bottomed groove 11. The pillar 1 is also not particularly limited to have a circular cross section or a semicircular cross section. Column 1 and joint 8
The spots may be fixed by spot welding or the like.

〔考案の効果〕[Effect of device]

以上説明したように本考案では、横架材2の端に連結
片7ついで継手部8を形成し、連結片7を柱1の有底溝
11に落とし込むことにより、継手部8が柱1の内面に嵌
まり込んで受け止め支持されるようにしたので、組付時
に横架材2が長手方向に沿う外力を受けるような場合で
も、継手部8を柱1の内壁面で受け止めて横架材2が柱
1から抜け落ちることを確実に解消できる。従って、柱
1に対して横架材2を容易確実に組み付けることがで
き、組立作業性を向上できる。とくに作業者が一人で骨
組を構築する場合でも、横架材2を的確にしかも迅速に
組み付けることができ、仮組み状態でも横架材2の抜け
落ちがないので安全面でも有利である。
As described above, in the present invention, the connecting piece 7 and the joint portion 8 are formed at the end of the horizontal member 2, and the connecting piece 7 is provided with the bottomed groove of the column 1.
Since the joint portion 8 is fitted into the inner surface of the pillar 1 to be received and supported by being dropped into 11, the joint portion 8 can be supported even when the horizontal member 2 receives an external force along the longitudinal direction during assembly. 8 can be received by the inner wall surface of the pillar 1, and the horizontal member 2 can be reliably eliminated from falling off from the pillar 1. Therefore, the horizontal member 2 can be easily and surely assembled to the pillar 1, and the assembling workability can be improved. In particular, even when the skeleton is constructed by one worker, the horizontal member 2 can be assembled accurately and quickly, and the horizontal member 2 does not fall out even in the temporarily assembled state, which is advantageous in terms of safety.

また、横架材2の縦面壁5の端に連結片7と継手部8
とを一体に連出形成してあるので、これら連結片7や継
手部8を別体に形成して後付けする形成とは異なり、部
材点数や組付け工数を必要最小限に抑えることができ、
安価でかつ容易に施工できる。
Further, the connecting piece 7 and the joint portion 8 are provided at the end of the vertical wall 5 of the horizontal member 2.
Since and are integrally formed, unlike the formation in which the connecting piece 7 and the joint portion 8 are separately formed and subsequently attached, the number of members and the number of assembling steps can be suppressed to a necessary minimum.
Inexpensive and easy to construct.

継手部8に接合片13・14を設け、これを柱1の内壁面
に面接触状態にしてボルト18で締結する形態としたとき
は、ボルト18の締付力に加えて継手部8の柱1との摩擦
抵抗および機械構造的な変形抵抗の合計力によって、大
きな外力に対抗することができ、接続部でのガタ付きを
解消して組立家屋の堅牢度を向上するに有利である。
When the joint pieces 13 and 14 are provided on the joint portion 8 and the inner wall surfaces of the pillar 1 are brought into surface contact with each other and fastened with the bolts 18, the pillars of the joint portion 8 are added in addition to the tightening force of the bolts 18. The total force of the frictional resistance with 1 and the mechanical structural deformation resistance can resist a large external force, which is advantageous in eliminating rattling at the connection portion and improving the robustness of the assembled house.

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

第1図および第2図は本考案の内容を原理的に示してお
り、第1図は分解斜視図、第2図は組付状態での斜視図
である。 第3図ないし第6図は本考案の第1実施例を示してお
り、第3図は骨組の斜視図、第4図は第3図におけるA
−A線矢視図、第5図は第4図におけるB−B線断面
図、第6図は接続部の斜視図である。 第7図は本考案の第2実施例を示す横架材の斜視図であ
る。 第8図は本考案の第3実施例を示す接続部の平面図であ
る。 第9図は本考案の第4実施例を示す接続部の平面図であ
る。 第10図は従来例の取付構造を示す斜視図である。 1……柱、2……横架材、5……縦面壁、7……連結
片、8……継手部、10……取付壁、11……有底溝、12…
…抜止片、13……接合片、14……接合片、15……ねじ
孔、16……ボルト孔、18……ボルト。
1 and 2 show the principle of the present invention. FIG. 1 is an exploded perspective view, and FIG. 2 is a perspective view in an assembled state. FIGS. 3 to 6 show a first embodiment of the present invention, FIG. 3 is a perspective view of a frame, and FIG. 4 is A in FIG.
-A line arrow view, FIG. 5 is a BB line sectional view in FIG. 4, and FIG. 6 is a perspective view of a connecting portion. FIG. 7 is a perspective view of a horizontal member showing a second embodiment of the present invention. FIG. 8 is a plan view of a connecting portion showing a third embodiment of the present invention. FIG. 9 is a plan view of a connecting portion showing a fourth embodiment of the present invention. FIG. 10 is a perspective view showing a conventional mounting structure. 1 ... Pillar, 2 ... Horizontal material, 5 ... Vertical wall, 7 ... Connecting piece, 8 ... Joint part, 10 ... Mounting wall, 11 ... Bottom groove, 12 ...
… Prevention piece, 13 …… Joint piece, 14 …… Join piece, 15 …… Screw hole, 16 …… Bolt hole, 18 …… Bolt.

Claims (2)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】中空の柱(1)と、この柱(1)に接続さ
れる横架材(2)とを有し、 横架材(2)が接合される柱(1)の取付壁(10)に、
縦方向の有底溝(11)を形成してあり、 横架材(2)の縦面壁(5)の端に、該有底溝(11)に
嵌まり込む連結片(7)と、該連結片(7)につながっ
ていて、柱(1)の内壁面に接当して横架材(2)が前
記有底溝(11)から抜け落ちないように該柱(1)内に
嵌まり込んで固定される継手部(8)とをそれぞれ一体
に連出形成してある組立家屋における横架材の取付構
造。
1. A mounting wall for a pillar (1) having a hollow pillar (1) and a horizontal member (2) connected to the pillar (1), to which the horizontal member (2) is joined. (To 10,
A vertical bottomed groove (11) is formed, and a connecting piece (7) fitted into the bottomed groove (11) is provided at the end of the vertical wall (5) of the horizontal member (2), and It is connected to the connecting piece (7) and contacts the inner wall surface of the pillar (1) so that the horizontal member (2) is fitted in the pillar (1) so as not to fall out of the bottomed groove (11). A structure for mounting a horizontal member in an assembled house in which a joint portion (8) that is fixed by being inserted is formed integrally and continuously.
【請求項2】継手部(8)が、連結片(7)に直交状態
でつながっている抜止片(12)と、該抜止片(12)につ
ながっていて、柱(1)の内面に面接触状態でボルト止
めされる接合片(13・14)とからなる請求項1記載の組
立家屋における横架材の取付構造。
2. A coupling portion (8), which is connected to the connecting piece (7) in an orthogonal state, and a retaining piece (12), which is connected to the retaining piece (12) and has a surface on the inner surface of the column (1). The structure for mounting a horizontal member in an assembled house according to claim 1, comprising a joint piece (13, 14) that is bolted in a contact state.
JP1989054818U 1989-05-12 1989-05-12 Mounting structure for horizontal members in an assembled house Expired - Lifetime JP2507890Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989054818U JP2507890Y2 (en) 1989-05-12 1989-05-12 Mounting structure for horizontal members in an assembled house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989054818U JP2507890Y2 (en) 1989-05-12 1989-05-12 Mounting structure for horizontal members in an assembled house

Publications (2)

Publication Number Publication Date
JPH02144903U JPH02144903U (en) 1990-12-10
JP2507890Y2 true JP2507890Y2 (en) 1996-08-21

Family

ID=31577218

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989054818U Expired - Lifetime JP2507890Y2 (en) 1989-05-12 1989-05-12 Mounting structure for horizontal members in an assembled house

Country Status (1)

Country Link
JP (1) JP2507890Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0538163Y2 (en) * 1986-03-31 1993-09-28

Also Published As

Publication number Publication date
JPH02144903U (en) 1990-12-10

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