JPS6341442Y2 - - Google Patents

Info

Publication number
JPS6341442Y2
JPS6341442Y2 JP1982024622U JP2462282U JPS6341442Y2 JP S6341442 Y2 JPS6341442 Y2 JP S6341442Y2 JP 1982024622 U JP1982024622 U JP 1982024622U JP 2462282 U JP2462282 U JP 2462282U JP S6341442 Y2 JPS6341442 Y2 JP S6341442Y2
Authority
JP
Japan
Prior art keywords
steel
column
joint
joining
screw hole
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
JP1982024622U
Other languages
Japanese (ja)
Other versions
JPS58128206U (en
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 filed Critical
Priority to JP2462282U priority Critical patent/JPS58128206U/en
Publication of JPS58128206U publication Critical patent/JPS58128206U/en
Application granted granted Critical
Publication of JPS6341442Y2 publication Critical patent/JPS6341442Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は比較的低層の建物における鉄骨軸組
を構成する柱、梁の接合装置に関するものであ
る。
[Detailed Description of the Invention] This invention relates to a device for joining columns and beams that constitute a steel frame in a relatively low-rise building.

出願人は先に角形鋼管柱と鉄骨梁とからなる鉄
骨ラーメンにおける柱、梁接合部に接合金物を使
用し、接合金物にねじ孔を設け、鉄骨梁を接合金
物にねじ止めする構造を開発した。(実願昭56−
37760号参照) ところで鉄骨梁をねじ止めする場合比較的大き
い径のねじを相当深くねじ込むことが耐力および
剛度上要求される。特に鉄骨ラーメンにおける
柱、梁接合金物はボルトをねじ込むねじ部の厚さ
を大きくすることが要求される。しかし接合金物
を厚肉とすることは重量的にも経済的にも好まし
くない。
The applicant previously developed a structure in which joint hardware is used at the column and beam joints in a steel frame rigid frame consisting of square steel pipe columns and steel beams, screw holes are provided in the joint hardware, and the steel beams are screwed to the joint hardware. . (Jitsugan 56-
(Refer to No. 37760) By the way, when fixing steel beams with screws, it is required to screw relatively large diameter screws quite deeply in terms of strength and rigidity. In particular, for column and beam joints in steel frame frames, it is required that the thickness of the threaded portion into which the bolt is screwed be increased. However, it is not preferable to make the joining metal parts thick from both the weight and economical standpoints.

この考案は前記事情に鑑み案出したもので、以
下その詳細を図示した実施例によつて説明する。
This invention was devised in view of the above circumstances, and its details will be explained below with reference to illustrated embodiments.

第1図、第2図に示す実施例は接合金物1を鋳
鋼製とし、角形中空断面としてあり、その側面に
は所要数のナツトに代るタツブネジを切つたねじ
孔2が形成してある。そしてこのねじ孔2の周縁
部Aが厚肉状に形成してある。この厚肉部は中空
内面側に突出しており、複数のねじ孔2の周縁部
を水平方向に連続状とされているが縦方向に連続
状としてもよい。また厚肉部は連続させずに各ね
じ孔ごとに存在させてもよい。
In the embodiment shown in FIGS. 1 and 2, the joining hardware 1 is made of cast steel and has a rectangular hollow cross section, and a required number of threaded holes 2 with tab threads in place of nuts are formed on the side surface thereof. The peripheral edge A of this screw hole 2 is formed thick. This thick portion protrudes toward the inner surface of the hollow, and although the peripheral edges of the plurality of screw holes 2 are continuous in the horizontal direction, they may be continuous in the vertical direction. Further, the thick portion may not be continuous, but may be present for each screw hole.

この接合金物1の上下端または何れか一方の端
部に閉鎖断面をなす角形鋼管柱3が端面を向かい
合わせる形で突き合わせ工場溶接等により接続さ
れる。また鉄骨梁4の接合端には諸応力に抵抗で
きるような厚肉をもつた接合プレート5が固着し
てあり、高力ボルト6を接合プレート5に挿通
し、ねじ孔2に螺合することにより接合金物1に
鉄骨梁4を接合するとともに、前記高力ボルトを
締め付けて張力を導入して前記接合プレートと接
合金物を密着させ、固定度を確保している。
A rectangular steel pipe column 3 having a closed cross section is connected to the upper and lower ends or either one of the ends of the joining metal fitting 1 by butt factory welding or the like with the end faces facing each other. Further, a joint plate 5 having a thick wall that can resist various stresses is fixed to the joint end of the steel beam 4, and a high-strength bolt 6 is inserted into the joint plate 5 and screwed into the screw hole 2. The steel beam 4 is joined to the joining hardware 1 by the above-mentioned method, and the high-strength bolts are tightened to introduce tension to bring the joining plate and the joining hardware into close contact, thereby ensuring a degree of fixation.

第3図、第4図は接合金物1の内面からフラン
ジ7を突設し、このフランジ7の部分にねじ孔2
を形成したものでこのフランジ7は接合金物1の
補強を兼ねたものである。
3 and 4, a flange 7 is provided protruding from the inner surface of the metal fitting 1, and a screw hole 2 is inserted into the flange 7.
This flange 7 also serves to reinforce the joint metal fitting 1.

この考案は以上の構成からなり鉄骨の柱、梁接
合部に仕口金物となる接合金物を使用することに
より、接合部の構造を単純なものとし、製作、運
搬が容易できる。また、鉄骨の柱と梁とを高力ボ
ルトにより、剛接合にできるので、極めて簡単に
組立てができ、現場作業の省力化、短縮化を図り
ながら鉄骨ラーメン構造が実現できる。とくに接
合金物を鋳鋼製とし、内面ねじ孔の周縁を厚肉と
することにより、柱体外部に突出部がなく、製
作、運搬、建方等の作業性が良好でかつ接合プレ
ートとの密着性に優れており、構造上も有効であ
る。さらに、充分な長さのねじ孔を形成すること
ができ、また必要部分のみ厚肉として全体として
の重量は比較的軽量化することでコストダウンが
できる。
This invention has the above-mentioned structure, and by using joint hardware, which is a joint hardware, at the joint between steel columns and beams, the structure of the joint can be made simple, and manufacturing and transportation can be facilitated. In addition, since the steel columns and beams can be rigidly connected using high-strength bolts, assembly is extremely easy, and a steel rigid frame structure can be realized while saving labor and shortening the on-site work. In particular, by making the joint hardware made of cast steel and making the periphery of the internal screw hole thick, there are no protruding parts on the outside of the column, making workability in manufacturing, transportation, erection, etc. good, and adhesion with the joint plate. It has excellent properties and is structurally effective. Furthermore, it is possible to form a screw hole of sufficient length, and by thickening only the necessary parts, the overall weight is relatively light, thereby reducing costs.

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

第1図、第2図は第1実施例の一部断面を示し
た分解正面図、第2図は−断面図、第3図、
第4図は第2実施例の平面図と−断面図であ
る。 1……接合金物、2……ねじ孔、3……柱、4
……梁、5……接合プレート、6……高力ボル
ト、7……フランジ。
1 and 2 are exploded front views showing a partial cross section of the first embodiment, FIG. 2 is a cross-sectional view, and FIG.
FIG. 4 is a plan view and a sectional view of the second embodiment. 1... Joining hardware, 2... Screw hole, 3... Pillar, 4
...Beam, 5...Joining plate, 6...High strength bolt, 7...Flange.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 閉鎖断面鉄骨柱と鉄骨梁の接合部に、外径が鉄
骨柱に等しくその側面にねじ孔が形成され、かつ
内面のねじ孔周縁を厚肉とした接合金物を配し、
接合金物の端部に柱を溶接接合するとともに前記
ねじ孔に螺合するねじによつて鉄骨梁接合プレー
トを接合金物に接合してあることを特徴とする
柱、梁接合装置。
At the joint between a closed cross-section steel column and a steel beam, a joint metal fitting having an outer diameter equal to that of the steel column and having a screw hole formed on its side surface and a thick wall around the screw hole on the inner surface,
A column and beam joining device, characterized in that a column is welded to an end of the joining hardware, and a steel beam joining plate is joined to the joining hardware by screws screwed into the screw holes.
JP2462282U 1982-02-23 1982-02-23 Column and beam joining equipment Granted JPS58128206U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2462282U JPS58128206U (en) 1982-02-23 1982-02-23 Column and beam joining equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2462282U JPS58128206U (en) 1982-02-23 1982-02-23 Column and beam joining equipment

Publications (2)

Publication Number Publication Date
JPS58128206U JPS58128206U (en) 1983-08-31
JPS6341442Y2 true JPS6341442Y2 (en) 1988-10-31

Family

ID=30036619

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2462282U Granted JPS58128206U (en) 1982-02-23 1982-02-23 Column and beam joining equipment

Country Status (1)

Country Link
JP (1) JPS58128206U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5928105U (en) * 1982-08-13 1984-02-21 大和ハウス工業株式会社 Joint structure of residential square pipe members

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4972912A (en) * 1972-11-17 1974-07-15
JPS5016315A (en) * 1973-06-15 1975-02-20

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS537537Y2 (en) * 1975-02-22 1978-02-25

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4972912A (en) * 1972-11-17 1974-07-15
JPS5016315A (en) * 1973-06-15 1975-02-20

Also Published As

Publication number Publication date
JPS58128206U (en) 1983-08-31

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