JPH08302814A - Pillar for beam support - Google Patents

Pillar for beam support

Info

Publication number
JPH08302814A
JPH08302814A JP10665995A JP10665995A JPH08302814A JP H08302814 A JPH08302814 A JP H08302814A JP 10665995 A JP10665995 A JP 10665995A JP 10665995 A JP10665995 A JP 10665995A JP H08302814 A JPH08302814 A JP H08302814A
Authority
JP
Japan
Prior art keywords
main body
pillar
column
bolt
reinforcing metal
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.)
Granted
Application number
JP10665995A
Other languages
Japanese (ja)
Other versions
JP2784332B2 (en
Inventor
Yoshiyuki Soraoka
義幸 空岡
Koji Yamaguchi
晃司 山口
Osamu Ouchi
修 大内
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP7106659A priority Critical patent/JP2784332B2/en
Publication of JPH08302814A publication Critical patent/JPH08302814A/en
Application granted granted Critical
Publication of JP2784332B2 publication Critical patent/JP2784332B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE: To improve bearing force of a pillar main body at a connecting part of a beam and the pillar main body and to improve supporting strength of the pillar main body. CONSTITUTION: A pillar material 3 for beam support is a pillar to connect a beam 4 by using a connecting bolt 30, constituted of a metallic square pipe made pillar main body 10 to support the beam material 4 and four sectionally L shaped members and furnished with reinforcing metallic materials 11 fastened by spot welding on four corner parts inside the pillar main body at connecting parts with the beam 4, and screw holes 21, 22 passing through the pillar main body 10 and the reinforcing metallic materials 11 are formed near to the corner parts on the beam connecting parts of the pillar main body 10. The reinforcing metallic materials 11 are fastened by arc spot welding on the pillar main body 10 on arrangement lines of a plural number of the screw holes 21, 22 in the vertical direction.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、梁接合用柱、特に、梁
を複数本のボルトにより接合するための梁接合用柱に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam joining column, and more particularly to a beam joining column for joining beams with a plurality of bolts.

【0002】[0002]

【従来の技術】角型鋼管等の金属角パイプ製の柱本体に
梁をボルトによって接合する方法がある。この場合、角
型鋼管が通常薄肉であるので、ボルト接合部の耐力不足
が生じたり変形が生じることがある。この問題を解決す
る従来技術として、特開昭61−225437号公報に
開示された梁支持用柱がある。この梁支持用柱は、角型
鋼管からなる柱本体と、柱本体の内隅角部に沿わせて配
置された断面L形の補強金物とを備えている。柱及び補
強金物には、それらを貫通する貫通孔が形成されてお
り、補強金物の内側には、貫通孔に合わせてナットが溶
接または接着により固着されている。
2. Description of the Related Art There is a method of connecting a beam to a column body made of a metal square pipe such as a square steel pipe with a bolt. In this case, since the square steel pipe is usually thin, the proof strength of the bolt joint may be insufficient or the bolt joint may be deformed. As a conventional technique for solving this problem, there is a beam supporting column disclosed in Japanese Patent Laid-Open No. 61-225437. The beam supporting column includes a column main body made of a square steel pipe and a reinforcing metal member having an L-shaped cross section and arranged along the inner corner of the column main body. A through hole is formed through the pillar and the reinforcing metal article, and a nut is fixed to the inside of the reinforcing metal article by welding or adhesion in accordance with the through hole.

【0003】この梁支持用柱に梁をボルトにより接合す
る際には、梁の端部を柱側面に突き合わせ、突き合わせ
た梁から柱本体の貫通孔にボルトを挿入し、挿入したボ
ルトを補強金物に固着されたナットに螺合させて、梁と
柱本体とを固く締結している。
When the beam is joined to the beam supporting column with bolts, the end of the beam is butted against the side face of the column, the bolt is inserted into the through hole of the column body from the butted beam, and the inserted bolt is used as a reinforcing metal object. The beam and the column main body are firmly fastened by being screwed into a nut fixed to the.

【0004】[0004]

【発明が解決しようとする課題】前記従来の構成では、
梁接合部の柱本体の内部の四隅部に補強金物が配置され
ているので、補強金物を配置しない場合に比べて耐力が
向上する。しかし、梁を接合するためのボルトによって
補強金物を柱本体に固定しているだけであるので、補強
金物で柱本体を補強したわりには、梁と柱本体との接合
部において、柱本体の耐力が向上しないという問題があ
る。また、梁接合用のボルトを螺合させる雌ネジ部が補
強金物の内側に配置されたナットであるので、柱本体の
隣り合う側面において隅部をはさむようにして配置され
るナット同士が互いに突き合う位置以上にはボルト挿入
位置を各隅部近くに寄せることができない。すなわち、
この先行技術では、柱本体の隅部近くではなく中央寄り
でしか梁と柱とを接合できない。金属角パイプ製の柱本
体では各隅部での梁支持強度が各側面中央部での梁支持
強度よりも大きいのであるが、この先行技術ではこの特
徴を利用できないのである。
SUMMARY OF THE INVENTION In the above conventional configuration,
Since the reinforcing metal fittings are arranged at the four corners inside the column main body of the beam joint, the yield strength is improved as compared with the case where the reinforcing metal fittings are not arranged. However, since the reinforcement hardware is only fixed to the column main body with the bolts for joining the beams, the strength of the column main body at the joint between the beam and the column main body is There is a problem that does not improve. In addition, since the female screw portion for screwing the bolt for beam connection is the nut arranged inside the reinforcing metal object, the nuts arranged so as to sandwich the corners on the adjacent side surfaces of the pillar main body face each other. The bolt insertion position cannot be moved closer to each corner than the position. That is,
In this prior art, the beam and the column can be joined only near the center of the column body, not near the corners. In a column body made of a metal square pipe, the beam supporting strength at each corner is larger than the beam supporting strength at each side surface central portion, but this characteristic cannot be utilized in this prior art.

【0005】本発明の目的は、梁と柱本体との接合部に
おいて柱本体の耐力を向上でき、かつ柱本体の支持強度
を向上できる梁支持用柱を提供することにある。
An object of the present invention is to provide a beam supporting column which can improve the yield strength of the column main body at the joint portion between the beam and the column main body and the supporting strength of the column main body.

【0006】[0006]

【課題を解決するための手段】本発明に係る梁支持用柱
は、ボルトを用いて梁を接合する柱であって、梁を支持
するための金属角パイプ製の柱本体と、断面L形の4枚
の部材からなり、梁との接合部分において柱本体の内部
の4隅部に溶接により固着された補強金物とを備え、柱
本体の梁接合部には柱本体と補強金物とを貫通するボル
ト孔が形成されており、このボルト孔は少なくとも補強
金物の部分がボルトに螺合するネジ孔となっていること
を特徴とする。
A beam supporting column according to the present invention is a column for joining beams using bolts, and a column main body made of a metal square pipe for supporting the beam and an L-shaped cross section. And a reinforcing metal member fixed to each of the four corners inside the column main body by welding at a joint portion with the beam, and the beam main body and the reinforcing metal member penetrate through the beam joint portion of the column main body. Is formed, and at least the portion of the reinforcing metal object is a screw hole into which the bolt is screwed.

【0007】ボルト孔は梁接合部において柱本体の縦方
向に複数形成され、補強金物はスポット溶接により柱本
体に固着され、そのスポット溶接位置が複数のボルト孔
の縦方向の配列線上に配置されているのが好ましい。
A plurality of bolt holes are formed in the vertical direction of the column main body at the beam joint, and the reinforcing metal member is fixed to the column main body by spot welding, and the spot welding position is arranged on the vertical arrangement line of the plurality of bolt holes. Is preferred.

【0008】[0008]

【作用】本発明に係る梁支持用柱では、梁を柱に接合す
る際には、梁の端部を柱本体の側面に突き合わせ、突き
合わした状態でボルトを梁側からボルト孔に挿入する。
そして、ボルト孔の少なくとも補強金物の部分に形成さ
れたネジ孔にボルトを螺合させて梁と柱とを接合する。
ここでは、補強金物が梁本体の内部の四隅部に溶接によ
り固着されているで、柱と梁との接合部で柱本体の耐力
がバランスよく向上する。また、ボルト孔の少なくとも
補強金物の部分にネジ孔が形成されているのでナットを
用いることなくネジ接合できる。このため、柱本体の隅
部近くにボルト孔を形成すれば、隅部近くに寄せてボル
ト接合ができ、柱本体の支持強度の最も高い点付近での
固定が可能になる。
In the beam supporting column according to the present invention, when the beam is joined to the column, the end of the beam is butted against the side face of the column body, and the bolt is inserted into the bolt hole from the beam side in the butted state. .
Then, the bolt and the pillar are joined by screwing the bolt into the screw hole formed in at least the portion of the bolt hole.
Here, since the reinforcing metal member is fixed to the four corners inside the beam main body by welding, the yield strength of the column main body is improved in a well-balanced manner at the joint between the column and the beam. Further, since the screw hole is formed at least in the portion of the reinforcing metal object of the bolt hole, the screw connection can be performed without using the nut. For this reason, if bolt holes are formed near the corners of the pillar body, bolt connection can be performed near the corners, and fixing can be performed near the point where the pillar body has the highest support strength.

【0009】ボルト孔が梁接合部において柱本体の縦方
向に複数形成され、補強金物はスポット溶接により柱本
体に固着され、そのスポット溶接位置が複数のボルト孔
の縦方向の配列線上に配置されている場合には、溶接位
置とボルトの接合位置とが一線上に並ぶため、接合部に
おける補強金物と柱本体との一体性が高くなり、接合部
における耐力がより向上する。
A plurality of bolt holes are formed in the beam joint in the vertical direction of the column body, the reinforcing metal is fixed to the column body by spot welding, and the spot welding positions are arranged on the vertical arrangement lines of the plurality of bolt holes. In this case, since the welding position and the bolt joining position are aligned, the integrity of the reinforcing metal member and the column main body at the joining part is enhanced, and the yield strength at the joining part is further improved.

【0010】[0010]

【実施例】図1は、本発明の一実施例を採用したプレハ
ブ住宅の鉄骨フレーム構造を示している。鉄骨フレーム
構造1は、布基礎2上に垂直に立設された柱材3と、柱
材3を連結する上下の梁材4,5を有している。梁材4
は2階天井用のものであり、梁材5は1階天井及び2階
床用のものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a steel frame structure of a prefabricated house adopting one embodiment of the present invention. The steel frame structure 1 has a column member 3 vertically erected on a cloth foundation 2 and upper and lower beam members 4 and 5 connecting the column members 3. Beam material 4
Is for the ceiling on the second floor, and the beam 5 is for the ceiling on the first floor and the floor on the second floor.

【0011】柱材3は、布基礎2に基礎ボルト6により
締結された基礎金物7に締結ボルト8により固定されて
いる。柱材3は、図2及び図3に示すように、角形の柱
本体10と、柱本体10の梁材4,5接合部内側に固着
された補強金物11と、柱本体10の頂部に固着された
頂部板12とを有している。柱本体10は、たとえば8
0×80×3.2の角型鋼管製であり、その梁材接合部
の外周4面には、2列のネジ孔21が上下に間隔を隔て
て形成されている。なお、2列のネジ孔21は、柱本体
の外周面に隅部に寄せて形成されている。
The column member 3 is fixed to the foundation metal 7 that is fastened to the cloth foundation 2 by the foundation bolt 6 by the fastening bolt 8. As shown in FIGS. 2 and 3, the pillar member 3 is fixed to the prismatic pillar main body 10, the reinforcing metal member 11 fixed to the inside of the beam members 4 and 5 joints of the pillar main body 10, and the top portion of the pillar main body 10. And the top plate 12 is formed. The pillar body 10 is, for example, 8
It is made of a 0 × 80 × 3.2 rectangular steel pipe, and two rows of screw holes 21 are vertically spaced apart from each other on the outer peripheral surface 4 of the beam-joining portion. The two rows of screw holes 21 are formed near the corners on the outer peripheral surface of the column body.

【0012】補強金物11は、図2及び図4に示すよう
に、断面がL形の山形部材であり、たとえば35×35
×8の寸法である。補強金物11は、柱本体10の内面
において、梁材4,5接合部の四隅部にたとえばアーク
スポット溶接により固着されている。この補強金物11
は、たとえば70×8の平鋼を圧延して製作される。補
強金物11には、ネジ孔21に連続する複数のネジ孔2
2が形成されてる。ネジ孔21,22の寸法はたとえば
M14である。なお、図1及び図3に×印で示すよう
に、補強金物11の溶接位置23は、ネジ孔21,22
の配列線上である。このようにネジ孔21,22の配列
線上で溶接することで、梁材4,5を接合したときにボ
ルト接合部と溶接部とが上下に配置されるので、補強部
材11と柱本体10との一体性が高くなり、接合部での
耐力が向上する。
As shown in FIGS. 2 and 4, the reinforcing metal member 11 is a mountain-shaped member having an L-shaped cross section and is, for example, 35 × 35.
The size is × 8. The reinforcing metal member 11 is fixed to the four corners of the joint portion of the beam members 4 and 5 on the inner surface of the column body 10 by, for example, arc spot welding. This reinforcement hardware 11
Is manufactured by rolling, for example, 70 × 8 flat steel. The reinforcing metal 11 has a plurality of screw holes 2 continuous with the screw holes 21.
2 is formed. The dimensions of the screw holes 21 and 22 are, for example, M14. As shown by the crosses in FIG. 1 and FIG. 3, the welding position 23 of the reinforcing metal member 11 has screw holes 21, 22.
On the array line. By welding on the line of arrangement of the screw holes 21 and 22 in this way, the bolt joint and the weld are arranged vertically when the beam members 4 and 5 are joined, so that the reinforcing member 11 and the column main body 10 are The unity is improved, and the proof stress at the joint is improved.

【0013】梁材4は、たとえば320×80×3.2
の軽量H形鋼製の梁本体24と、梁本体24の両端に溶
接により固着された座板25とを有している。座板25
には、上下及び左右に間隔を隔てて4つの貫通孔26が
形成されている。この貫通孔26は、柱材3に形成され
たネジ孔21,22のいずれかに対向する位置に配置さ
れており、たとえば280mmの上下間隔である。この
貫通孔26を挿通して、接合ボルト30をスプリングワ
ッシャ31を介してネジ孔21,22に螺合させること
で柱材3と梁材4とが接合されている。
The beam member 4 is, for example, 320 × 80 × 3.2.
The beam main body 24 made of lightweight H-section steel and the seat plates 25 fixed to both ends of the beam main body 24 by welding. Seat plate 25
Four through-holes 26 are formed in the upper and lower parts and at the left and right parts at intervals. The through holes 26 are arranged at positions facing any of the screw holes 21 and 22 formed in the pillar member 3, and have a vertical interval of 280 mm, for example. The pillar member 3 and the beam member 4 are joined by inserting the joining bolt 30 into the screw holes 21 and 22 via the spring washer 31 through the through hole 26.

【0014】梁材5は、上下に間隔を隔てて配置され
た、たとえばフランジ部を対向させた80×40×2.
3の軽量溝形鋼製の1対の梁本体34,35と、それら
を端部で連結する座板36及び補強板37と、梁本体3
4,35を中間でジグザグに連結する、たとえば75×
35×2.3の軽量溝形鋼製の繋ぎ部材38とから主に
構成されている。座板36には、ネジ孔21に対向する
位置に貫通孔(図示せず)が形成されており、この貫通
孔に接合ボルト30が同様に挿通され、梁材5と柱本体
3とが接合されている。この梁材5の接合部にも、柱本
体10の内側に所定長さの補強金物11が固着されてい
る。
The beam members 5 are arranged vertically at intervals, for example, 80 × 40 × 2.
3, a pair of beam main bodies 34, 35 made of lightweight channel steel, a seat plate 36 and a reinforcing plate 37 connecting the beam main bodies 34, 35 at their ends, and the beam main body 3
Zigzag connecting 4,35 in the middle, eg 75 ×
It is mainly composed of a connecting member 38 made of 35 × 2.3 lightweight channel steel. A through hole (not shown) is formed in the seat plate 36 at a position facing the screw hole 21, and the joining bolt 30 is similarly inserted into the through hole to join the beam 5 and the column main body 3 to each other. Has been done. A reinforcing metal piece 11 having a predetermined length is also fixed to the inside of the column main body 10 at the joint portion of the beam member 5.

【0015】この鉄骨フレーム構造1を製造する際に
は、まず角形鋼管やH形鋼や溝形鋼等の柱や梁となる各
種鋼材を用意し、それらを所定寸法に裁断する。そし
て、所定寸法に裁断された角形鋼管から柱材3を製造す
る。柱材3を製造する際には、角形鋼管製の柱本体10
の内側四隅の梁接合部に山形鋼製の補強金物11を配置
し、それらをアークスポット溶接により溶接位置23で
固着する。そして、頂部板12を溶接した後ネジ孔2
1,22用の下孔をあけ、下孔をタップ加工することで
ネジ孔21,22を形成する。そしてさらに他の加工を
行って柱材3を完成させる。なお、ネジ孔21,21
は、プレハブ住宅用の柱材3として標準化を図るため、
実際に使用される部分以外にも多数あけられている。ま
た、梁材4,5は、H形鋼,溝形鋼等に座板や補強板を
溶接し、最後に貫通孔を形成することで製造される。ま
た、別に基礎金物7も製造する。
When manufacturing the steel frame structure 1, first, various steel materials such as square steel pipes, H-shaped steels, grooved steels and the like to be columns and beams are prepared and cut into predetermined dimensions. Then, the pillar 3 is manufactured from a rectangular steel pipe cut into a predetermined size. When manufacturing the pillar material 3, the pillar body 10 made of a rectangular steel pipe is used.
Reinforcing metal parts 11 made of angle steel are arranged at the beam joints at the four inner corners of the above, and they are fixed at welding positions 23 by arc spot welding. Then, after welding the top plate 12, the screw hole 2
Screw holes 21 and 22 are formed by forming pilot holes for 1 and 22 and tapping the pilot holes. Then, another process is performed to complete the pillar material 3. The screw holes 21 and 21
In order to standardize the pillar material 3 for prefabricated houses,
There are many holes other than those actually used. The beam members 4 and 5 are manufactured by welding a seat plate and a reinforcing plate to H-section steel, channel steel, etc., and finally forming a through hole. In addition, the base metal 7 is also manufactured separately.

【0016】このようにして製造された柱材3と梁材
4,5等とを用いて、鉄骨フレーム構造1を組み立てる
際には、まず、基礎金物7を布基礎2上の柱材3立設位
置に配置し、基礎ボルト6で布基礎2に締結する。続い
て、柱材3を締結ボルト8により基礎金物7に締結す
る。全ての柱材を基礎金物7に締結すると、続いて、各
梁材4,5を柱材3に接合ボルト30により接合する。
なお、一部の梁材を先に柱材3に接合してから柱材3を
基礎金物7に接合してもよい。
When assembling the steel frame structure 1 using the pillar 3 and the beams 4 and 5 thus manufactured, first, the foundation metal 7 is erected on the pillar 3 on the cloth foundation 2. It is placed in the installation position and fastened to the cloth foundation 2 with the foundation bolt 6. Then, the pillar member 3 is fastened to the base metal 7 by the fastening bolt 8. When all the pillar members are fastened to the base metal 7, subsequently, the beam members 4 and 5 are joined to the pillar member 3 by the joining bolts 30.
Alternatively, some of the beam members may be first joined to the column member 3 and then the column member 3 may be joined to the base metal 7.

【0017】このとき、断面L型の補強金物11が柱本
体10に溶接により固着されているので、接合部におけ
る耐力を向上させることができる。また柱本体10及び
補強金物11を貫通してネジ孔21,22が連続して形
成されているので、ネジ孔21,22の位置を柱本体1
0の隅部に配置できる。このため、接合ボルト30の間
隔が広くなり、かつ柱本体10の支持強度が高い隅部で
接合できるので、接合部の固定度を向上させることがで
きかつ柱本体10の支持強度を向上できる。また、補強
金物11と柱本体10とがスポット溶接により接合され
ており、その溶接位置23が、締結ボルト30の縦方向
の配列線上であるので、柱本体10と補強金物11との
一体性が高くなり、梁材4,5を介して柱材3に力が作
用しても、力の作用線上に溶接位置23が配置され、接
合部の耐力がより向上する。
At this time, since the reinforcing metal member 11 having an L-shaped cross section is fixed to the column body 10 by welding, the proof stress at the joint can be improved. Further, since the screw holes 21 and 22 are formed continuously through the pillar main body 10 and the reinforcing metal member 11, the positions of the screw holes 21 and 22 are set to the pillar main body 1.
Can be placed in the corner of 0. For this reason, since the interval between the joining bolts 30 is wide and the pillar main body 10 can be joined at a corner where the support strength is high, it is possible to improve the degree of fixing of the joint portion and the support strength of the pillar main body 10. Further, since the reinforcing metal member 11 and the pillar main body 10 are joined by spot welding, and the welding position 23 is on the alignment line of the fastening bolts 30 in the vertical direction, the integrity of the pillar main body 10 and the reinforcing metal member 11 is improved. Even if a force is applied to the column member 3 via the beam members 4 and 5, the welding position 23 is arranged on the line of action of the force, and the yield strength of the joint is further improved.

【0018】〔他の実施例〕 (a) 柱本体10は角形鋼管ではなく、溝形鋼のフラ
ンジ部を対向させて溶接させたものでもよい。 (b) 本実施例では標準化を図るためにネジ孔21,
22を柱本体10の外周面全てにあけているが、その必
要はなく、梁接合部だけにあければよい。 (c) ネジ孔21に代えて、柱本体10に接合ボルト
径より大きな貫通孔をあけてもよい。
[Other Embodiments] (a) The column body 10 may be welded with the flange portions of channel steel facing each other instead of the rectangular steel pipe. (B) In the present embodiment, the screw holes 21,
Although 22 is provided on the entire outer peripheral surface of the column main body 10, it is not necessary to provide it, and it suffices if it is provided only at the beam joint portion. (C) Instead of the screw hole 21, a through hole larger than the diameter of the joining bolt may be formed in the column body 10.

【0019】[0019]

【発明の効果】本発明に係る梁支持用柱では、補強金物
が梁本体の内部の四隅部に溶接により固着されている
で、柱と梁との接合部で柱本体の耐力がバランスよく向
上する。また、ボルト孔の少なくとも補強金物の部分に
にネジ孔が形成されているのでナットを用いることなく
ネジ接合できる。このため、柱本体の隅部近くにボルト
孔を形成すれば、隅部近くに寄せてボルト接合ができ、
柱本体の支持強度の最も高い点付近での固定が可能にな
る。
In the beam supporting column according to the present invention, the reinforcing metal members are fixed to the four corners inside the beam main body by welding, so that the proof stress of the column main body is improved at the joint between the column and the beam in a well-balanced manner. To do. Further, since the screw hole is formed in at least the portion of the reinforcing metal object of the bolt hole, screw connection can be performed without using a nut. For this reason, if bolt holes are formed near the corners of the pillar body, the bolts can be joined near the corners by bolt connection.
Fixing is possible near the point where the column body has the highest support strength.

【0020】ボルト孔が梁接合部において柱本体の縦方
向に複数形成され、補強金物はスポット溶接により柱本
体に固着され、そのスポット溶接位置が複数のボルト孔
の縦方向の配列線上に配置されている場合には、溶接位
置とボルトの接合位置とが一線上に並ぶため、接合部に
おける補強金物と柱本体との一体性が高くなり、接合部
における耐力がより向上する。
A plurality of bolt holes are formed in the beam joint in the vertical direction of the column main body, the reinforcing metal member is fixed to the column main body by spot welding, and the spot welding position is arranged on the vertical arrangement line of the plurality of bolt holes. In this case, since the welding position and the bolt joining position are aligned, the integrity of the reinforcing metal member and the column main body at the joining part is enhanced, and the yield strength at the joining part is further improved.

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

【図1】本発明の一実施例を採用した鉄骨フレーム構造
の側面部分図。
FIG. 1 is a partial side view of a steel frame structure adopting an embodiment of the present invention.

【図2】図1のII−II横断面図。FIG. 2 is a cross-sectional view taken along the line II-II of FIG.

【図3】図2のIII −III による柱本体の縦断面図。FIG. 3 is a vertical cross-sectional view of the column main body according to III-III in FIG.

【図4】補強金物の斜視図。FIG. 4 is a perspective view of a reinforcing metal object.

【符号の説明】[Explanation of symbols]

1 鉄骨フレーム構造 3 柱材 4 梁材 10 柱本体 11 補強金物 21,22 ネジ孔 23 溶接位置 30 接合ボルト 1 Steel frame structure 3 Column material 4 Beam material 10 Column body 11 Reinforcing hardware 21, 22 Screw hole 23 Welding position 30 Joining bolt

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】ボルトを用いて梁を接合する梁支持用柱で
あって、 梁を支持するための金属角パイプ製の柱本体と、 断面L形の4枚の部材からなり、前記梁との接合部分に
おいて前記柱本体の内部の4隅部に溶接により固着され
た補強金物とを備え、 前記柱本体の梁接合部には前記柱本体と補強金物とを貫
通するボルト孔が形成されており、このボルト孔は少な
くとも補強金物の部分が前記ボルトに螺合するネジ孔と
なっていることを特徴とする梁支持用柱。
1. A beam supporting column for joining beams using bolts, comprising a column main body made of a metal square pipe for supporting the beam, and four members having an L-shaped cross section. And a reinforcing metal member fixed by welding to the four corners inside the pillar main body at a joint portion of the column main body, and a bolt hole penetrating the pillar main body and the reinforcing metal member is formed in the beam joint portion of the column main body. The pillar for beam support is characterized in that the bolt hole is a screw hole in which at least a portion of the reinforcing metal object is screwed into the bolt.
【請求項2】前記ボルト孔は前記梁接合部において前記
柱本体の縦方向に複数形成され、前記補強金物はスポッ
ト溶接により前記柱本体に固着され、そのスポット溶接
位置が前記複数のボルト孔の縦方向の配列線上に配置さ
れている、請求項1記載の梁支持用柱。
2. A plurality of the bolt holes are formed in a longitudinal direction of the column main body at the beam joint portion, the reinforcing metal is fixed to the column main body by spot welding, and the spot welding positions are the positions of the plurality of bolt holes. The beam supporting column according to claim 1, wherein the column is arranged on a vertical array line.
JP7106659A 1995-04-28 1995-04-28 Beam support column Expired - Lifetime JP2784332B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7106659A JP2784332B2 (en) 1995-04-28 1995-04-28 Beam support column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7106659A JP2784332B2 (en) 1995-04-28 1995-04-28 Beam support column

Publications (2)

Publication Number Publication Date
JPH08302814A true JPH08302814A (en) 1996-11-19
JP2784332B2 JP2784332B2 (en) 1998-08-06

Family

ID=14439226

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7106659A Expired - Lifetime JP2784332B2 (en) 1995-04-28 1995-04-28 Beam support column

Country Status (1)

Country Link
JP (1) JP2784332B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007198066A (en) * 2006-01-30 2007-08-09 Nisshin Steel Co Ltd Beam junction structure of rectangular steel pipe pillar and its construction method
JP2012021368A (en) * 2010-07-16 2012-02-02 Asahi Kasei Homes Co Beam joint structure
CN105484428A (en) * 2016-01-01 2016-04-13 沈阳建筑大学 Steel member, side column, external corner column and middle column
CN106088475A (en) * 2016-06-23 2016-11-09 青岛海川建设集团有限公司 Steel pipe self-compacting concrete tilt column construction technology
JP2019007245A (en) * 2017-06-26 2019-01-17 株式会社竹中工務店 Joint structure
CN109911027A (en) * 2017-12-13 2019-06-21 蔚来汽车有限公司 Sill strip assembly, side rear assembly, body assembly and automobile

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0376948A (en) * 1989-05-02 1991-04-02 Kajima Corp Joining device of steel framed column consisting of enclosed sectional member and steel framed beam

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0376948A (en) * 1989-05-02 1991-04-02 Kajima Corp Joining device of steel framed column consisting of enclosed sectional member and steel framed beam

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007198066A (en) * 2006-01-30 2007-08-09 Nisshin Steel Co Ltd Beam junction structure of rectangular steel pipe pillar and its construction method
JP2012021368A (en) * 2010-07-16 2012-02-02 Asahi Kasei Homes Co Beam joint structure
CN105484428A (en) * 2016-01-01 2016-04-13 沈阳建筑大学 Steel member, side column, external corner column and middle column
CN106088475A (en) * 2016-06-23 2016-11-09 青岛海川建设集团有限公司 Steel pipe self-compacting concrete tilt column construction technology
JP2019007245A (en) * 2017-06-26 2019-01-17 株式会社竹中工務店 Joint structure
CN109911027A (en) * 2017-12-13 2019-06-21 蔚来汽车有限公司 Sill strip assembly, side rear assembly, body assembly and automobile
CN109911027B (en) * 2017-12-13 2023-02-17 蔚来(安徽)控股有限公司 Threshold beam assembly, side rear automobile body assembly, automobile body assembly and car

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