JPH0243921Y2 - - Google Patents

Info

Publication number
JPH0243921Y2
JPH0243921Y2 JP1988057426U JP5742688U JPH0243921Y2 JP H0243921 Y2 JPH0243921 Y2 JP H0243921Y2 JP 1988057426 U JP1988057426 U JP 1988057426U JP 5742688 U JP5742688 U JP 5742688U JP H0243921 Y2 JPH0243921 Y2 JP H0243921Y2
Authority
JP
Japan
Prior art keywords
steel
joint
column
screw holes
joining
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
JP1988057426U
Other languages
Japanese (ja)
Other versions
JPS63174203U (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 JP1988057426U priority Critical patent/JPH0243921Y2/ja
Publication of JPS63174203U publication Critical patent/JPS63174203U/ja
Application granted granted Critical
Publication of JPH0243921Y2 publication Critical patent/JPH0243921Y2/ja
Expired legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

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。(特公昭61−
58620号公報参照) 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、梁剛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 a joint hardware is used at the column/beam joint in a steel frame rigid frame consisting of a square steel pipe column and a steel beam, screw holes are provided in the joint hardware, and the steel beam is screwed to the joint hardware. . (Tokuko Showa 61-
(Refer to Publication No. 58620) By the way, when screwing steel beams, it is required to screw relatively large diameter screws quite deeply in terms of strength and rigidity. In particular, for rigid joints between columns and beams 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プネジを切つたねじ
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。この厚肉部は外面
側に突出しており、かつ複数のねじ孔2の周縁部
を水平方向に連続状としてある。
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 screw holes 2 with tap screws 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 outward, and the peripheral edges of the plurality of screw holes 2 are continuous in the horizontal direction.

この接合金物1の上下端または何れか一方の端
部に角形鋼管柱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。
Square steel pipe columns 3 are abutted against the upper and lower ends or either one of the ends of this metal joint 1 with their end faces facing each other, and connected by factory welding or the like. 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2図の実施例は鉄骨梁4の接合プレート5を
く状に形成し、また接合金物の側面をく状に突出
させ、ねじ孔2を斜めに穿設したものである。こ
の場合ねじを斜めに螺入するので締付工具の使用
に際して鉄骨梁4のウエブあるいはフランジが邪
魔になることが少なく作業性がよい。
In the embodiment shown in FIG. 2, the joining plates 5 of the steel beams 4 are formed into a box shape, the side surfaces of the joint metal fittings are made to protrude into a box shape, and the screw holes 2 are drilled diagonally. In this case, since the screw is inserted diagonally, the web or flange of the steel beam 4 does not get in the way when using the tightening tool, resulting in good workability.

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
搬が容易にできる。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。特に、
接合金物を鋳鋼製とし、ねじ孔の周縁を水平方向
に連結して外側に厚肉とすることにより、充分な
長さのねじ孔を形成することができる。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. especially,
A sufficiently long screw hole can be formed by making the joining hardware made of cast steel, connecting the peripheral edges of the screw hole in the horizontal direction, and making the outside thicker. In addition, costs can be reduced by making only the necessary parts thicker and making the overall weight relatively lighter.

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

第1図は第1実施例の一部断面を示した分解正
面図、第2図は第2実施例の横断面図である。 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。
FIG. 1 is an exploded front view showing a partial cross section of the first embodiment, and FIG. 2 is a cross-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] 鉄骨柱と鉄骨梁の接合部に、その外径が鉄骨柱
に等しく側面に複数のねじ孔が形成され、かつ複
数のねじ孔周縁を水平方向に連結して外側に厚肉
とした鋼製接合金物を配し、接合金物の端部に柱
を接合するとともに前記ねじ孔に螺合する高力ボ
ルトによつて鉄骨梁端部に溶接してある接合プレ
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。
A steel joint where multiple screw holes are formed on the side of the joint between a steel column and a steel beam, the outside diameter of which is equal to that of the steel column, and the periphery of the multiple screw holes is connected horizontally to create a thick wall on the outside. A column is connected to the end of the metal fitting, and a joint plate, which is welded to the end of the steel beam, is connected to the metal beam by a high-strength bolt screwed into the screw hole. Characteristic column and beam joining equipment.
JP1988057426U 1988-04-28 1988-04-28 Expired JPH0243921Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988057426U JPH0243921Y2 (en) 1988-04-28 1988-04-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988057426U JPH0243921Y2 (en) 1988-04-28 1988-04-28

Publications (2)

Publication Number Publication Date
JPS63174203U JPS63174203U (en) 1988-11-11
JPH0243921Y2 true JPH0243921Y2 (en) 1990-11-21

Family

ID=30887116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988057426U Expired JPH0243921Y2 (en) 1988-04-28 1988-04-28

Country Status (1)

Country Link
JP (1) JPH0243921Y2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5011698U (en) * 1973-05-30 1975-02-06
JPS512725A (en) * 1974-06-27 1976-01-10 Matsushita Electric Works Ltd MUKISHITSUKEIKENCHIKUYOBANNO SEIHO
JPS5639504B2 (en) * 1975-12-18 1981-09-14

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5639504U (en) * 1979-09-04 1981-04-13

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5011698U (en) * 1973-05-30 1975-02-06
JPS512725A (en) * 1974-06-27 1976-01-10 Matsushita Electric Works Ltd MUKISHITSUKEIKENCHIKUYOBANNO SEIHO
JPS5639504B2 (en) * 1975-12-18 1981-09-14

Also Published As

Publication number Publication date
JPS63174203U (en) 1988-11-11

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