JP3113582B2 - Joint between beam and column and carport with the same - Google Patents

Joint between beam and column and carport with the same

Info

Publication number
JP3113582B2
JP3113582B2 JP08216710A JP21671096A JP3113582B2 JP 3113582 B2 JP3113582 B2 JP 3113582B2 JP 08216710 A JP08216710 A JP 08216710A JP 21671096 A JP21671096 A JP 21671096A JP 3113582 B2 JP3113582 B2 JP 3113582B2
Authority
JP
Japan
Prior art keywords
column
joint
joining member
side joining
carport
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
JP08216710A
Other languages
Japanese (ja)
Other versions
JPH1037506A (en
Inventor
誠司 悦
Original Assignee
ワイケイケイアーキテクチュラルプロダクツ株式会社
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 ワイケイケイアーキテクチュラルプロダクツ株式会社 filed Critical ワイケイケイアーキテクチュラルプロダクツ株式会社
Priority to JP08216710A priority Critical patent/JP3113582B2/en
Publication of JPH1037506A publication Critical patent/JPH1037506A/en
Application granted granted Critical
Publication of JP3113582B2 publication Critical patent/JP3113582B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えばカーポート
などにおいて、支柱と、支柱から延びる梁とを接合す
る、梁と支柱の接合金具およびこれを備えたカーポート
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint between a beam and a column for joining a column and a beam extending from the column in a carport, for example, and a carport provided with the same.

【0002】[0002]

【従来の技術】図9は、従来の梁と支柱の接合金具を示
す斜視図である。この図に示すように、接合金具40
は、角形鋼管からなり、角筒状の支柱45に差し込まれ
る支柱側接合部材41と、この支柱側接合部材41より
幅狭に形成された角形鋼管からなり、角筒状の梁46に
差し込まれる梁側接合部材42と、により構成されてい
る。この接合金具40は、支柱側接合部材41の上端部
の前後面にわたって形成された「コ」字状の切欠開口4
3に、梁側接合部材42の基端部が差し込まれると共に
溶着され、ほぼ「く」字状に一体的に形成されている。
支柱側接合部材41には、支柱45の内寸より小さな鋼
管が使用され、その周囲には、支柱側接合部材41を支
柱45に差し込んだ際のがたつきを防止する上下一対の
スペーサ44が取り付けられている。
2. Description of the Related Art FIG. 9 is a perspective view showing a conventional beam and support joint. As shown in FIG.
Is made of a square steel pipe, and is composed of a column-side joining member 41 inserted into the rectangular column-shaped column 45, and a square steel tube formed narrower than the column-side joint member 41, and is inserted into the rectangular column-shaped beam 46. And a beam-side joining member 42. This joint fitting 40 has a “U” -shaped notch opening 4 formed over the front and rear surfaces of the upper end of the column-side joint member 41.
3, the base end of the beam-side joining member 42 is inserted and welded, and is integrally formed in a substantially "C" shape.
A steel pipe smaller than the inner size of the column 45 is used for the column-side joining member 41, and a pair of upper and lower spacers 44 for preventing rattling when the column-side joining member 41 is inserted into the column 45 are used around the steel pipe. Installed.

【0003】また、スペーサ44により支柱側接合部材
41の前面と支柱45の前面との間に十分な間隙が生ず
るため、切欠開口43の縁部に生ずる溶接ビードが邪魔
になっても、支柱45に梁46の基端部を十分に差し込
めるようになっている。これにより、支柱45と梁46
の接合部分がすっきりとした外観となる。
[0003] Further, since a sufficient gap is formed between the front surface of the column-side joining member 41 and the front surface of the column 45 by the spacer 44, even if the weld bead generated at the edge of the cutout opening 43 obstructs the column 45, The base end of the beam 46 can be sufficiently inserted into the hole. Thus, the support 45 and the beam 46
Has a neat appearance.

【0004】[0004]

【発明が解決しようとする課題】このような従来の接合
金具40では、上記のようにスペーサ44が必要となる
ため、接合金具40の部品点数が多くなり、またスペー
サ44の取付組付け工程が増し、接合金具40の製造コ
ストが高くなるという問題があった。
In such a conventional metal fitting 40, the spacer 44 is required as described above, so that the number of components of the metal fitting 40 is increased, and the process of mounting and attaching the spacer 44 is performed. In addition, there is a problem that the manufacturing cost of the joint fitting 40 increases.

【0005】本発明は、以上のような課題を解決するた
めになされたものであり、支柱側接合部材にスペーサを
取り付ける必要がなく、低コストで、かつ容易に梁と支
柱との接合を行うことができる梁と支柱の接合金具およ
びこれを備えたカーポートを提供することを目的とす
る。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-described problems, and does not require a spacer to be attached to a column-side joining member, and can easily join a beam and a column at low cost. It is an object of the present invention to provide a joint between a beam and a support that can be used and a carport having the same.

【0006】[0006]

【課題を解決するための手段】本発明の梁と支柱の接合
金具は、支柱の上端部前面に形成した開口に梁の基端部
を差し込んだ状態で、支柱と梁とを接合する接合金具で
あって、支柱の上端部に差し込まれる支柱側接合部材
と、梁の基端部が差し込まれると共に、支柱側接合部材
の前面に形成した切欠開口に差し込まれた状態で支柱側
接合部材に溶着される梁側接合部材とを備え、支柱側接
合部材は、その前面に対し、少なくとも切欠開口を構成
する開口側縁部が窪入形成されていることを特徴とす
る。
According to the present invention, there is provided a joint between a beam and a column, wherein the column and the column are joined with the base end of the beam inserted into an opening formed in the front surface of the upper end of the column. And a column-side joint member inserted into the upper end of the column, and a base end of the beam inserted into the notch opening formed in the front surface of the column-side joint member and welded to the column-side joint member. A beam-side joining member to be formed, wherein the pillar-side joining member is formed such that at least an opening-side edge forming a cutout opening is recessed with respect to a front surface thereof.

【0007】この構成によれば、支柱側接合部材に形成
された切欠開口の開口側縁部が、支柱側接合部材の前面
に対し、窪入形成されているので、切欠開口に差し込ま
れた梁側接合部材と支柱側接合部材とを溶着した際に形
成される溶着部(例えば、溶接ビードなど)が、支柱側
接合部材を支柱に挿入する際に、支柱の小口に支えた
り、溶着部が邪魔になって支柱に対する梁の差し込み代
がとれず、差し込んだ梁の基端が支柱の前面からはみ出
してしまうことがない。このため、支柱側接合部材にス
ペーサを取り付ける必要がなく、支柱に梁を見栄えよく
接合することができる。
[0007] According to this structure, since the opening side edge of the notch opening formed in the column-side joining member is recessed with respect to the front surface of the column-side joining member, the beam inserted into the notch opening. A welding portion (for example, a weld bead) formed when the side joining member and the column side joining member are welded together supports or supports a small opening of the column when inserting the column side joining member into the column. There is no obstruction to allow the beam to be inserted into the column, and the base end of the inserted beam does not protrude from the front surface of the column. For this reason, it is not necessary to attach a spacer to the column-side joining member, and the beam can be joined to the column with good appearance.

【0008】この場合、梁は基端部から斜め上方に傾斜
しており、切欠開口を形成した支柱側接合部材の上端部
前面は、梁の長手方向に対して直角となるように後方に
傾斜して形成されていることが好ましい。
In this case, the beam is inclined obliquely upward from the base end, and the front surface of the upper end portion of the column-side joining member having the cutout opening is inclined rearward so as to be perpendicular to the longitudinal direction of the beam. It is preferable that it is formed.

【0009】この構成によれば、切欠開口を形成した支
柱側接合部材の上端部前面を、梁の長手方向に対して直
角となるように傾斜して形成することにより、梁の基端
部を切り詰めて長さを調整する必要がある場合などに、
梁の基端部を長手方向に対して直角に切断するだけで、
調整することができる。このため、現場などにおいても
簡単に梁を加工して、長さを調整することができる。
According to this structure, the front end of the upper end portion of the column-side joining member having the cutout opening is formed so as to be inclined so as to be perpendicular to the longitudinal direction of the beam, so that the base end of the beam is formed. If you need to trim and adjust the length,
Just cut the base end of the beam at right angles to the longitudinal direction,
Can be adjusted. Therefore, the beam can be easily processed and the length can be adjusted even at the site.

【0010】本発明のカーポートは、請求項1または2
に記載の梁と支柱の接合金具を備えたカーポートであっ
て、少なくとも梁の長手方向の基端部が直線状に形成さ
れていることを特徴とする。
[0010] The carport of the present invention is characterized in that:
(2) A carport provided with a joint between a beam and a column described in (1), wherein at least a base end portion in a longitudinal direction of the beam is formed in a straight line.

【0011】この構成によれば、梁の直線状の基端部に
接合金具の梁側接合部材を差し込むことにより、支柱と
梁とを強固に接合することができると共に、カーポート
の施工を容易に行うことができる。また、梁の切り詰め
が現場においても簡単にできるため、カーポートの幅
(梁の長さ)を現場合わせでも簡単に調整することがで
きる。
According to this structure, by inserting the beam-side joining member of the joining fitting into the straight base end of the beam, the column and the beam can be firmly joined and the carport can be easily constructed. Can be done. In addition, since the beam can be easily cut off at the site, the width of the carport (length of the beam) can be easily adjusted even at the site.

【0012】[0012]

【発明の実施の形態】以下、添付の図面に基いて、本発
明の一実施形態に係る接合金具を備えたカーポートにつ
いて説明する。図1および図2に示すように、このカー
ポート1は、アーチ型屋根2と、左右に設けられた前後
各一対の支柱3、3と、これらの支柱3、3の上端に支
持され中央部が湾曲した梁4と、各支柱3を地盤に定着
させる基礎5とで、主構成部が構成されている。屋根2
は、四周を構成する側枠6、7および前後枠8、8と、
側枠6、7間に掛け渡した複数本の母屋10と、前後枠
8、8間に掛け渡した複数本の垂木11とで小屋組が構
成され、この小屋組に、垂木11の上側の屋根葺き押さ
え材を介して複数枚の屋根葺き材12が設けられてい
る。なお、側枠6側の支柱3、3に沿って、屋根2の雨
水を地表に排出する樋9が設けられている。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a carport provided with a metal fitting according to an embodiment of the present invention. As shown in FIGS. 1 and 2, the carport 1 includes an arched roof 2, a pair of front and rear columns 3, 3 provided on the left and right, and a central portion supported by upper ends of these columns 3, 3. The main components are composed of a curved beam 4 and a foundation 5 for fixing each column 3 to the ground. Roof 2
Are side frames 6 and 7 and front and rear frames 8 and 8 forming four circumferences,
A plurality of purlins 10 bridged between the side frames 6 and 7 and a plurality of rafters 11 bridged between the front and rear frames 8 and 8 constitute a hut group. A plurality of roofing materials 12 are provided via a roofing holding material. A gutter 9 for discharging rainwater from the roof 2 to the ground surface is provided along the columns 3 on the side frame 6 side.

【0013】屋根2は、梁4に沿って中央部が上方に湾
曲しており、前後の支柱3、3間は乗用車が2台駐車で
きる幅を有している。梁4と各支柱3、3の接合部分、
すなわち各支柱3、3の上端部であって、相互に対峙す
る側の面には、開口3aが形成され、この開口3aを介
して梁4の両基端部が支柱3の内部に浅く挿入されてい
る。そして、最も荷重の加わるこの接合部分には、各支
柱3、3と梁4とを相互に接合する接合金具20、20
が組み込まれている。
The roof 2 has a central portion curved upward along the beam 4, and has a width between the front and rear struts 3, 3, which allows two passenger cars to be parked. A joint between the beam 4 and each of the columns 3, 3,
That is, openings 3a are formed in the upper end portions of the columns 3, 3 on the sides facing each other, and both base ends of the beam 4 are inserted shallowly into the columns 3 through the openings 3a. Have been. And, at this joint where the load is most applied, the joint fittings 20, 20 for mutually joining the columns 3, 3 and the beam 4 to each other.
Is incorporated.

【0014】以下、図3ないし図7を参照して接合金具
20について説明する。接合金具20は、支柱3の上端
部に差し込まれる支柱側接合部材21と、梁4の基端部
に差し込まれる梁側接合部材22とにより構成されてお
り、図4および図5に示すように、支柱側接合部材21
の上端部に形成された切欠開口23、24に、梁側接合
部材22の尾端部が差し込まれた状態で溶着され、ほぼ
「く」字状に形成されている。
Hereinafter, the joining fitting 20 will be described with reference to FIGS. The joint fitting 20 includes a column-side joint member 21 inserted into the upper end of the column 3 and a beam-side joint member 22 inserted into the base end of the beam 4, as shown in FIGS. 4 and 5. , Support side joining member 21
Are welded in a state where the tail end of the beam-side joining member 22 is inserted into the notch openings 23 and 24 formed at the upper end of the beam, and are formed in a substantially "<" shape.

【0015】支柱側接合部材21は、図7に示すよう
に、それぞれ鋼板をほぼ「コ」字状に折り曲げてなる第
1支柱金具板25および第2支柱金具板26を、相互に
リブ片25a、26aの先端部同士を重ね合わせた状態
で溶着して形成されている。また、支柱側接合部材21
の前面(梁側面)および後面に相当する各支柱金具板2
5、26の各リブ片25a、26aは、内側に折り返さ
れており、これらの支柱金具板25、26によって構成
される支柱側接合部材は、前面および後面が窪入形成さ
れている。
As shown in FIG. 7, the column-side joining member 21 is formed by bending a steel plate into a substantially U-shape to form a first column-fitting plate 25 and a second column-fitting plate 26. , 26a are welded together in a state where the tips of the two are overlapped. In addition, the column-side joining member 21
Support metal plate 2 corresponding to the front (beam side) and rear
Each of the rib pieces 25a and 26a of 5 and 26 is folded inward, and the strut-side joining member formed by these strut metal plates 25 and 26 has a front surface and a rear surface formed with depressions.

【0016】また、支柱側接合部材21の上端部では、
図3(b)に示すように、その前面が梁4の長手方向に
対して直角となるように後方に傾斜して形成されてい
る。さらに、第1及び第2支柱金具板25、26の両リ
ブ片25a、26aの長さ、すなわち屈曲部25b、2
6bから先端部までの長さが下部のそれより短く形成さ
れ、これらの先端部には所定の間隙が形成されている。
すなわち、支柱側接合部材21の上端部には、前面およ
び後面の窪入部分に梁側接合部材22を差し込むための
切欠開口23、24がそれぞれ形成されている。
Further, at the upper end of the column-side joining member 21,
As shown in FIG. 3B, the front surface is formed to be inclined rearward so as to be perpendicular to the longitudinal direction of the beam 4. Further, the length of both rib pieces 25a, 26a of the first and second support metal plates 25, 26, that is, the bent portions 25b, 2b,
The length from 6b to the tip is formed shorter than that of the lower part, and a predetermined gap is formed at these tips.
That is, notch openings 23 and 24 for inserting the beam-side joining member 22 into the recessed portions on the front and rear surfaces are formed at the upper end of the column-side joining member 21, respectively.

【0017】また、第1および第2支柱金具板25、2
6の中央部には、支柱側接合部材21の強度を高めるた
め、長手方向に沿ってそれぞれ凹部25c、26cが形
成されている。加えて、第1および第2支柱金具板2
5、26の内側には、それぞれ1対の雌ねじ部材27、
27が溶着されている。これらの雌ねじ部材27、27
は、支柱側接合部材21を支柱3内に固定するものであ
り、上下に対角線位置となるように設けられている。こ
れにより、支柱側接合部材21を支柱3内にバランスよ
く固定できるようになっている。なお、雌ねじ部材27
の代わりに、第1および第2支柱金具板25、26の所
定位置にバーリング加工を施し、その加工部分に直接雌
ねじを形成してもよい。
Further, the first and second support bracket plates 25, 2
At the center of 6, a concave portion 25c, 26c is formed along the longitudinal direction in order to increase the strength of the column-side joining member 21. In addition, the first and second support metal plates 2
5 and 26, a pair of female screw members 27,
27 are welded. These female screw members 27, 27
Are for fixing the support-side joining member 21 in the support 3, and are provided so as to be vertically diagonally positioned. Thus, the column-side joining member 21 can be fixed in the column 3 with good balance. The female screw member 27
Alternatively, burring may be performed on predetermined positions of the first and second support bracket plates 25 and 26, and female threads may be formed directly on the processed portions.

【0018】梁側接合部材22は、図6に示すように、
鋼板をほぼ逆「U」字状に折り曲げて形成されており、
梁4を差し込む先端下部には、図3(b)に示すよう
に、両リブ片22a、22aに渡る補強部材30が溶着
されている。両リブ片22a、22aには、梁側接合部
材22の強度を高めるため、長手方向に沿ってそれぞれ
上下1対の凹部22b、22bおよび凹部22c、22
cが形成され、支柱側接合部材21の上端部に差し込ま
れた部分にも上下一対の凹部22d、22dが形成され
ている。また、梁側接合部材22の上部中央にも、長手
方向に沿って凹部22eが形成されている。さらに、両
リブ片22a、22aの内側には、梁側接合部材22を
梁4の基端部内に固定するための雌ねじ部材28が溶着
され、加えて梁側接合部材22の尾端上部には前後枠8
を取り付けるための雌ねじ部材29が溶着されている。
なお、雌ねじ部材28も、雌ねじ部材27と同様にバー
リング加工を両リブ片22a、22aに施し、加工部分
に直接雌ねじを形成してもよい。
As shown in FIG. 6, the beam-side joining member 22
It is formed by bending a steel plate into an almost inverted “U” shape,
As shown in FIG. 3 (b), a reinforcing member 30 extending over both rib pieces 22a, 22a is welded to the lower end of the tip where the beam 4 is inserted. In order to enhance the strength of the beam-side joining member 22, the pair of upper and lower recesses 22b, 22b and 22c, 22c
c is formed, and a pair of upper and lower concave portions 22d, 22d is formed in a portion inserted into the upper end portion of the column-side joining member 21. A recess 22e is also formed at the center of the upper portion of the beam-side joining member 22 along the longitudinal direction. Further, a female screw member 28 for fixing the beam-side joint member 22 to the inside of the base end of the beam 4 is welded to the inside of both rib pieces 22a, 22a. Front and back frame 8
A female screw member 29 for attaching the second member is welded.
In addition, the female screw member 28 may be subjected to burring on both the rib pieces 22a, 22a in the same manner as the female screw member 27, and the female screw may be formed directly on the processed portion.

【0019】そして、梁側接合部材22は、支柱側接合
部材21の上端部に次のようにして溶着されている。す
なわち、支柱側接合部材21の上端部の前面および後面
にそれぞれ形成された切欠開口23、24に、梁側接合
部材22の尾端部が差し込まれ、切欠開口23、24の
開口側縁部で溶着されている。加えて、支柱側接合部材
21における第1および第2支柱金具板25、26の上
端中央部32、33がいずれも内側に折り込まれ、その
上端および側部が梁側接合部材22に溶着されている。
また、支柱側接合部材21の前部から梁側接合部材22
の下部に渡って、ほぼ「く」字状の補強部材31が溶着
されている。
The beam-side joining member 22 is welded to the upper end of the column-side joining member 21 as follows. That is, the tail ends of the beam-side joining members 22 are inserted into the notch openings 23 and 24 formed on the front and rear surfaces of the upper end portion of the column-side joining members 21 respectively. Welded. In addition, the central portions 32 and 33 of the upper ends of the first and second column fitting plates 25 and 26 in the column side joining member 21 are both folded inward, and the upper ends and side portions thereof are welded to the beam side joining member 22. I have.
Also, the beam-side joining member 22 is moved from the front of the column-side joining member 21 to the beam-side joining member 22.
A substantially "U" -shaped reinforcing member 31 is welded over the lower part of.

【0020】図8は、このように構成された接合金具2
0を用いて、支柱3と梁4とを接合した状態を表してい
る。この図に示すように、接合金具20の支柱側接合部
材21は支柱3の上端部に挿入され、上記の雌ねじ部材
27と螺合する固定ねじ35により、支柱3内に固定さ
れている。同様に、接合金具20の梁側接合部材22は
梁4の基端部内に挿入され、上記の雌ねじ部材28に螺
合する固定ねじ36により、開口3aを介して支柱3内
に浅く差し込んだ梁4に固定されている。この場合、接
合金具20の梁側接合部材22は、梁4の内部にがたつ
き無く納まっており、同様に支柱側接合部材21もがた
つき無く支柱3の内部に納まっている。
FIG. 8 shows the joint 2 constructed as described above.
0 indicates a state in which the column 3 and the beam 4 are joined. As shown in this figure, the column-side joint member 21 of the joint fitting 20 is inserted into the upper end of the column 3 and is fixed in the column 3 by a fixing screw 35 screwed with the female screw member 27 described above. Similarly, the beam-side joint member 22 of the joint fitting 20 is inserted into the base end of the beam 4, and is inserted into the column 3 shallowly through the opening 3 a by the fixing screw 36 screwed into the female screw member 28. 4 is fixed. In this case, the beam-side joining member 22 of the joint fitting 20 is accommodated in the beam 4 without rattling, and similarly, the column-side joining member 21 is also accommodated in the column 3 without rattling.

【0021】以上のように、本実施形態の接合金具20
によれば、支柱側接合部材21および梁側接合部材22
が、それぞれ板材を上記のように折り曲げて形成されて
いると共に、支柱側接合部材21の切欠開口23が前面
に対して窪入形成されているため、支柱3および梁4の
内寸に合わせて簡単に加工することができ、しかも梁4
の基端部が切欠開口23に形成される溶着部に支えてし
まうことがない。このため、支柱3に差し込んだ梁4の
基端が支柱3の前面からはみ出してしまうことがなく、
梁4を支柱3に見栄えよく接合することができる。した
がって、支柱側接合部材21に溶着部を逃がすためのス
ペーサを取り付ける必要がない。
As described above, the joining fitting 20 of the present embodiment
According to the above, the support member 21 and the beam member 22
However, since the plate material is formed by bending the plate material as described above, and the notch opening 23 of the column-side joining member 21 is formed to be recessed with respect to the front surface, it is adjusted to the inner dimensions of the column 3 and the beam 4. It can be easily processed, and the beam 4
Is not supported by the welded portion formed in the notch opening 23. For this reason, the base end of the beam 4 inserted into the support 3 does not protrude from the front surface of the support 3,
The beam 4 can be joined to the column 3 with good appearance. Therefore, it is not necessary to attach a spacer for releasing the welded portion to the column-side joining member 21.

【0022】また、支柱側接合部材21の上端部前面が
梁4の長手方向に対して直角に形成されているため、梁
4を切り詰めて長さを調整する必要がある場合などに、
両基端部を長手方向に対して直角に切断するだけで、こ
れを現場などにおいても簡単に加工することができる。
Further, since the front surface of the upper end portion of the column-side joint member 21 is formed at right angles to the longitudinal direction of the beam 4, the beam 4 needs to be trimmed to adjust its length.
By cutting both base ends at right angles to the longitudinal direction, these can be easily processed even in the field.

【0023】なお、本実施形態では、接合金具をアーチ
型のカーポートに適用した場合について説明したが、片
流れ屋根タイプのカーポートにも適用可能であることは
いうまでもない。また、本実施形態の接合金具は、テラ
スなどの簡易屋根と支柱との接合にも適用可能である。
In this embodiment, the case where the joining fitting is applied to an arched carport has been described. However, it is needless to say that the present invention can also be applied to a single-flow roof type carport. Further, the joint fitting of the present embodiment is also applicable to joining of a simple roof such as a terrace and a support.

【0024】[0024]

【発明の効果】以上説明したように、本発明の接合金具
によれば、支柱側接合部材の切欠開口が窪入形成されて
いるので、スペーサを設けなくても、梁の基端部が切欠
開口の縁部に形成される溶着部に支えてしまうことがな
い。このため、支柱に差し込んだ梁の基端が支柱の前面
からはみ出してしまうことがなく、梁を支柱に見栄えよ
く接合することができる。また、現場などにおいても、
梁の基端部を長手方向に対して直角に切断するだけで、
容易に長さを調整することができる。さらに、本発明の
接合金具をカーポートに適用すれば、強度を保持した状
態で、容易に施工を行うことができる。
As described above, according to the joint fitting of the present invention, the notch opening of the column-side joint member is recessed, so that the base end of the beam can be notched without providing a spacer. There is no need to support the welded portion formed at the edge of the opening. Therefore, the base end of the beam inserted into the column does not protrude from the front surface of the column, and the beam can be joined to the column with good appearance. In addition, in the field,
Just cut the base end of the beam at right angles to the longitudinal direction,
The length can be easily adjusted. Furthermore, if the joining fitting of the present invention is applied to a carport, construction can be easily performed while maintaining strength.

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

【図1】本発明の実施形態に係るカーポートを示す側面
図である。
FIG. 1 is a side view showing a carport according to an embodiment of the present invention.

【図2】図1のカーポートを示す正面図である。FIG. 2 is a front view showing the car port of FIG. 1;

【図3】本発明の実施形態に係る梁と支柱の接合金具を
示す図であり、(a)は上面図、(b)は側面図であ
る。
FIGS. 3A and 3B are views showing a joint between a beam and a column according to the embodiment of the present invention, wherein FIG. 3A is a top view and FIG. 3B is a side view.

【図4】図3の接合金具の後面図の一部である。FIG. 4 is a part of a rear view of the joining fitting of FIG. 3;

【図5】図3の接合金具の前面図の一部である。FIG. 5 is a part of a front view of the joining fitting of FIG. 3;

【図6】図3のA−A線断面図である。FIG. 6 is a sectional view taken along line AA of FIG. 3;

【図7】図3のB−B線断面図である。FIG. 7 is a sectional view taken along line BB of FIG. 3;

【図8】図3の接合金具が組み込まれた支柱と梁との接
合部を示す拡大図である。
FIG. 8 is an enlarged view showing a joint between a column and a beam into which the joint fitting of FIG. 3 is incorporated.

【図9】従来の支柱と梁の接合金具を示す斜視図であ
る。
FIG. 9 is a perspective view showing a conventional joint between a support and a beam.

【符号の説明】[Explanation of symbols]

1 カーポート、2 屋根、3 支柱、4 梁、20
接合金具、21 支柱側接合部材、22 梁側接合部材
1 carport, 2 roofs, 3 columns, 4 beams, 20
Connection metal fittings, 21 Column-side connection members, 22 Beam-side connection members

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 支柱の上端部前面に形成した開口に梁の
基端部を差し込んだ状態で、当該支柱と梁とを接合する
接合金具であって、 前記支柱の上端部に差し込まれる支柱側接合部材と、前
記梁の基端部が差し込まれると共に、当該支柱側接合部
材の前面に形成した切欠開口に差し込まれた状態で当該
支柱側接合部材に溶着される梁側接合部材とを備え、 前記支柱側接合部材は、その前面に対し、少なくとも前
記切欠開口を構成する開口側縁部が窪入形成されている
ことを特徴とする梁と支柱の接合金具。
1. A joint fitting for joining a column and a beam in a state where a base end of the beam is inserted into an opening formed in a front surface of an upper end of the column, the column being inserted into an upper end of the column. A joining member and a beam-side joining member that is welded to the column-side joining member in a state where the base end of the beam is inserted and inserted into a notch opening formed in the front surface of the column-side joining member, The joint member for a beam and a column, wherein at least the opening side edge of the notch opening is recessed from the front surface of the column-side joint member.
【請求項2】 前記梁は基端部から斜め上方に傾斜して
おり、 前記切欠開口を形成した前記支柱側接合部材の上端部前
面は、前記梁の長手方向に対して直角となるように後方
に傾斜して形成されていることを特徴とする請求項1に
記載の梁と支柱の接合金具。
2. The beam is inclined obliquely upward from a base end, and a front surface of an upper end of the column-side joint member having the cutout opening is perpendicular to a longitudinal direction of the beam. 2. The joint between a beam and a column according to claim 1, wherein the joint is formed to be inclined rearward.
【請求項3】 請求項1または2に記載の梁と支柱の接
合金具を備えたカーポートであって、少なくとも梁の長
手方向の基端部が直線状に形成されていることを特徴と
するカーポート。
3. A carport provided with the joint between a beam and a column according to claim 1 or 2, wherein at least a longitudinal base end of the beam is formed in a straight line. Carport.
JP08216710A 1996-07-30 1996-07-30 Joint between beam and column and carport with the same Expired - Lifetime JP3113582B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08216710A JP3113582B2 (en) 1996-07-30 1996-07-30 Joint between beam and column and carport with the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08216710A JP3113582B2 (en) 1996-07-30 1996-07-30 Joint between beam and column and carport with the same

Publications (2)

Publication Number Publication Date
JPH1037506A JPH1037506A (en) 1998-02-10
JP3113582B2 true JP3113582B2 (en) 2000-12-04

Family

ID=16692714

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08216710A Expired - Lifetime JP3113582B2 (en) 1996-07-30 1996-07-30 Joint between beam and column and carport with the same

Country Status (1)

Country Link
JP (1) JP3113582B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6081808B2 (en) * 2013-01-31 2017-02-15 三協立山株式会社 Simple structure
JP6231962B2 (en) * 2014-09-19 2017-11-15 株式会社Lixil Column-beam connection structure

Also Published As

Publication number Publication date
JPH1037506A (en) 1998-02-10

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