JPH03166434A - Pillar beam junction device - Google Patents

Pillar beam junction device

Info

Publication number
JPH03166434A
JPH03166434A JP30600289A JP30600289A JPH03166434A JP H03166434 A JPH03166434 A JP H03166434A JP 30600289 A JP30600289 A JP 30600289A JP 30600289 A JP30600289 A JP 30600289A JP H03166434 A JPH03166434 A JP H03166434A
Authority
JP
Japan
Prior art keywords
pillar
column
metal fitting
welding
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.)
Pending
Application number
JP30600289A
Other languages
Japanese (ja)
Inventor
Shigeyuki Yokohama
横浜　茂之
Tomoaki Konoue
鴻上　友明
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.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House Industry 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 Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP30600289A priority Critical patent/JPH03166434A/en
Publication of JPH03166434A publication Critical patent/JPH03166434A/en
Pending legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE:To enhance the workability and besides to maintain a desired junction strength by fixing, by welding, a junction metal fitting of specified thickness to the lower end of an upper pillar and the upper end of a lower pillar, and junctioning the junction metal fitting with the end plate of a beam by means of one-side bolts. CONSTITUTION:A prismatic junction metal fitting 2, wherein the thickness of the body 3 is specified as approximately 2.0 - 3.0 times as thick as the thickness of an upper pillar 1a or a lower pillar 1b, is fixed, by welding, to the lower end of the upper pillar 1a and the upper end of the lower pillar 1b. Next, the junction metal fitting 2 and the end plate 6 of a beam 5 are junctioned with one-side bolts 9. Hereby, by selecting the material and the diameters of one-side bolts 9 properly, the desired junction strength can be maintained.

Description

【発明の詳細な説明】 （産業上の利用分野） 本発明は柱と梁を接合する柱梁接合装置に関するもので
ある。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a column-beam joining device for joining a column and a beam.

（従来の技術） 従来において柱梁接合装置は種々公知であるが熔接を用
いる方法又は多数のボルトを用いる方法がほとんどであ
り施工性及び接合強度についての問題点を伴っていた。(Prior Art) Various column-beam joining devices have been known in the past, but most of them use welding or a large number of bolts, which poses problems regarding workability and joint strength.

（発明が解決しようとする課題） 本発明は以上の従来の課題を解決し施工性が極めてよく
及び接合強度も優れた柱梁接合装置の提供を目的とする
。(Problems to be Solved by the Invention) An object of the present invention is to solve the above-mentioned conventional problems and provide a beam-column joining device that has extremely good workability and excellent joint strength.

（課題を解決するための手段） 本発明は以上の目的達成のために ！．上柱の下端と下柱の上端に熔接で固定されその肉厚
が上社又は下柱の肉厚の略２．０乃至３．０倍にされた
角筒状の接合金物と、該接合金物と梁の端板を接合する
ワンサイトボルトとからなる柱梁接合装置 を提案するものである。(Means for Solving the Problems) The present invention achieves the above objectives! ．． A rectangular cylindrical joint metal fitting fixed to the lower end of the upper column and the upper end of the lower column by welding, the wall thickness of which is approximately 2.0 to 3.0 times the wall thickness of the upper pillar or the lower pillar; This paper proposes a beam-to-column joining device consisting of a beam and a one-sight bolt that joins the end plates of the beam.

（作用） （＋）本発明の装置は特にワンサイトボルトを用いるた
め熔接を用いる方法又は多数のボルトを用いる方法と比
較し施工性が極めてよい。(Function) (+) Since the device of the present invention uses one-site bolts, it has extremely good workability compared to methods that use welding or methods that use a large number of bolts.

（２）本発明の装置は特にワンサイトボルトの材質、直
径等を選択することにより必要な接合強度を容易に得る
ことが出来る。(2) The device of the present invention can easily obtain the required joint strength by particularly selecting the material, diameter, etc. of the one-sight bolt.

（実施例） 以下本発明の柱梁接合装置を図面に示す実施例に従い説
明する。(Example) The column-beam joining device of the present invention will be described below according to an example shown in the drawings.

第１図は本発明の装置を示し、該装置は上社（ｌａ）の
下端と下柱（１ｂ）の上端に熔接で固定された角筒状の
接合金物（２）を有する。FIG. 1 shows the device of the present invention, which has a rectangular cylindrical metal fitting (2) fixed by welding to the lower end of the upper pillar (la) and the upper end of the lower pillar (1b).

該接合金物（２）の肉厚は上柱（　ｌａ）又は下柱＜Ｉ
ｂ）の肉厚の略２．０乃至３．０倍にされる。The wall thickness of the joining hardware (2) is the upper pillar (la) or the lower pillar <I
The thickness is approximately 2.0 to 3.0 times that of b).

接合金物（２）の断面形状は第１図に示す様に角筒の内
側面にリブ（８）を設けて補強してもよく又は第２図若
しくは第３図に示す断面形状でもよい。The cross-sectional shape of the joining metal fitting (2) may be reinforced by providing ribs (8) on the inner surface of a rectangular tube as shown in FIG. 1, or may be the cross-sectional shape shown in FIG. 2 or 3.

次に端板（６）を有する梁（５）が接合金物（２）の外
側面に当接される。Next, a beam (5) with an end plate (6) is brought into contact with the outer surface of the joining hardware (2).

ここで接合金物（２）には適所に予め孔（３）が設けら
れていろ。Here, holes (3) must be previously provided at appropriate locations in the joining hardware (2).

該孔（３）はそれに対応する梁（５）の端板（６）の孔
を貫通してワンサイドボルト（９）を挿入するためのも
のである。The hole (3) is for inserting a one-sided bolt (9) through the corresponding hole in the end plate (6) of the beam (5).

ワンサイトボルト（９）は特願昭６３−２２４２９２号
において述べた様に専用の打ち込み装置を用いて打ち込
むリベット的な性格を有する特殊ボルトである。The one-sight bolt (9) is a special bolt with rivet-like characteristics that is driven using a dedicated driving device as described in Japanese Patent Application No. 63-224292.

該ワンサイドボルト（９）により梁（５）の端板（６〉
と接合金物（２）が接合されることになる。The end plate (6) of the beam (5) is fixed by the one side bolt (9).
and the joining hardware (2) will be joined.

（発明の効果） 本発明の柱梁接合装置の実施例は以上の通りでありその
効果を次に列記する。(Effects of the Invention) The embodiments of the column-beam joining device of the present invention are as described above, and the effects thereof are listed below.

（１）本発明の装置は特にワンサイト゛ボルトを用いる
ため熔接を用いる方法又は多数のボルトを用いる方法と
比較し施工性が極めてよい。(1) Since the device of the present invention uses one-site bolts, it has extremely good workability compared to methods that use welding or methods that use a large number of bolts.

（２）本発明の装置は特にワンサイトボルトの材質、直
径等を選択することにより必要な接合強度を容易に得る
ことが出来る。(2) The device of the present invention can easily obtain the required joint strength by particularly selecting the material, diameter, etc. of the one-sight bolt.

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

第１図は本発明の装置の一部断面正面図第２図及び第３
図は同上装置の他の接合金物の横断面図 ｌａ：上柱　　　　　　ｌｂ：下柱 ２：接合金物　　　　　３：孔 ４：熔接　　　　　　　５：梁 ６：端板　　　　　　　８：リア ９：ワンサイドボルトFIG. 1 is a partially sectional front view of the device of the present invention. FIGS.
The figure is a cross-sectional view of other joining hardware of the same device as above la: upper column lb: lower pillar 2: joining hardware 3: hole 4: welding 5: beam 6: end plate 8: rear 9: one side bolt

Claims (1)

【特許請求の範囲】[Claims] １、上柱の下端と下柱の上端に熔接で固定されその肉厚
が上柱又は下柱の肉厚の略２．０乃至３．０倍にされた
角筒状の接合金物と、該接合金物と梁の端板を接合する
ワンサイドボルトとからなる柱梁接合装置1. A rectangular cylindrical joint metal fitting fixed to the lower end of the upper column and the upper end of the lower column by welding, the wall thickness of which is approximately 2.0 to 3.0 times the wall thickness of the upper column or the lower column; Column beam joining device consisting of joining hardware and one side bolt that joins end plates of beams
JP30600289A 1989-11-25 1989-11-25 Pillar beam junction device Pending JPH03166434A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30600289A JPH03166434A (en) 1989-11-25 1989-11-25 Pillar beam junction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30600289A JPH03166434A (en) 1989-11-25 1989-11-25 Pillar beam junction device

Publications (1)

Publication Number Publication Date
JPH03166434A true JPH03166434A (en) 1991-07-18

Family

ID=17951893

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30600289A Pending JPH03166434A (en) 1989-11-25 1989-11-25 Pillar beam junction device

Country Status (1)

Country Link
JP (1) JPH03166434A (en)

Similar Documents

Publication Publication Date Title
JPH03166434A (en) Pillar beam junction device
JPH03166442A (en) Junction device for upper and lower pillars
JPH03166440A (en) Pillar beam junction device
JPH03166433A (en) Pillar beam junction device
JPH03166438A (en) Pillar beam junction device
JPH03166435A (en) Pillar beam junction device
JPH10338967A (en) Column-beam joint structure of steel frame structure
JPH03166436A (en) Pillar beam junction device
US3785101A (en) Construction for spherical structure and component therefor
JPH03166437A (en) Pillar beam junction device
JPH09291593A (en) Column beam joining metallic material and column beam joining structure which uses it
JPH03166439A (en) Pillar beam junction device
JP2999389B2 (en) Column and beam joint structure
JPH04185839A (en) Joining device for column and beam
JPH03166441A (en) Pillar beam junction device
JPH0197738A (en) Connection of pillar and beam being closed type cross-section
JPH01295938A (en) Joining structure of column and beam
JP2000034776A (en) Method for joining beam and column
JP2532767Y2 (en) Pillar
JPH06220915A (en) Joint structure between column and beam using one side coupling device with anchor member
JPH0813650A (en) Connecting structure of earthquake-resisting wall
JP3094075B2 (en) Column / beam joining equipment
JP3096723B2 (en) Column / beam joining equipment
JPH0449347A (en) Joint structure for upper and lower square pipe column
JPH06240749A (en) Connection structure of square steel pipe column or square steel pipe concrete column and beam