JPH03166440A - Pillar beam junction device - Google Patents
Pillar beam junction deviceInfo
- Publication number
- JPH03166440A JPH03166440A JP30600889A JP30600889A JPH03166440A JP H03166440 A JPH03166440 A JP H03166440A JP 30600889 A JP30600889 A JP 30600889A JP 30600889 A JP30600889 A JP 30600889A JP H03166440 A JPH03166440 A JP H03166440A
- Authority
- JP
- Japan
- Prior art keywords
- metal fitting
- column
- pillar
- junction
- end plate
- 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
Links
- 239000002184 metal Substances 0.000 claims abstract description 10
- 238000003466 welding Methods 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
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
I.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、該接合金物に梁の端板を位置決め
ピンにより位置決めするためと共にワンサイドボルトを
挿入するための前記接合金物の孔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 aims to achieve the above objects by I. 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 pillar, and the joint metal fitting. The present invention proposes a beam-to-column joining device comprising a hole in the joining hardware for positioning the end plate of the beam with a positioning pin and for inserting a one-side bolt.
(作用)
(1)本発明の装置は特にワンサイトボルトを用いろた
め熔接を用いる方法又は多数の月テルトを用いる方法と
比較し施工性が極めてよい。(Function) (1) The device of the present invention has extremely good workability, especially compared to a method using a one-sight bolt or welding or a method using a large number of lugs.
(2)本発明の装置は特にワンサイドボルトの相賀、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 one-side bolt's length, diameter, etc.
(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、該装置は上柱(1a)の
下端と下柱(lb)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 an apparatus of the present invention, which has a rectangular cylindrical joint metal fitting (2) fixed by welding to the lower end of an upper column (1a) and the upper end of a lower column (lb).
該接合金物(2)の肉厚は上柱( la)又は下柱(l
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 (l).
The thickness is approximately 2.0 to 3.0 times that of b).
次に端板(7)を有する梁(6)が接合金物(2)の外
側面に当接される。Next, a beam (6) with an end plate (7) 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
れている。Here, holes (3) are previously provided at appropriate locations in the joining hardware (2).
該孔(3)は第1の機能としてはそれに対応する梁(6
)の端板(7)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。As a first function, the hole (3) has a corresponding beam (6).
) through the hole in the end plate (7) and insert the one side bolt (9).
It is for inserting.
更に孔(3)は第2の機能としては梁(6)の端板(7
)の孔を貫通して位置決めピン(lO)を挿入し施工を
容易にするためにも用いられる。Furthermore, the hole (3) has a second function as an end plate (7) of the beam (6).
) It is also used to insert a positioning pin (lO) through the hole to facilitate construction.
ワンサイドボルト(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-side bolt (9) is a special bolt having rivet-like characteristics that is driven in 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(6)の端板(7)
と接合金物(2)が接合されることになる。The end plate (7) of the beam (6) is secured 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ドボルトを用いるた
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-sided 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ドボルトの材質、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-side bolt.
第1図は本発明の装置の一部断面正面図la:上柱
lb:下柱
2:接合金物 3:孔
6:梁 7:端板FIG. 1 is a partially sectional front view la of the device of the present invention: upper column.
lb: Lower pillar 2: Joining hardware 3: Hole 6: Beam 7: End plate
Claims (1)
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、該接合金物に梁の端板を位置決め
ピンにより位置決めするためと共にワンサイドボルトを
挿入するための前記接合金物の孔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; A beam-column joining device comprising a hole in the joining hardware for positioning the end plate of the beam with a positioning pin and a hole in the joining hardware for inserting a one-side bolt.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP30600889A JPH03166440A (en) | 1989-11-25 | 1989-11-25 | Pillar beam junction device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP30600889A JPH03166440A (en) | 1989-11-25 | 1989-11-25 | Pillar beam junction device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03166440A true JPH03166440A (en) | 1991-07-18 |
Family
ID=17951969
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP30600889A Pending JPH03166440A (en) | 1989-11-25 | 1989-11-25 | Pillar beam junction device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03166440A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07292771A (en) * | 1994-01-24 | 1995-11-07 | Daiwa House Ind Co Ltd | Column-beam connective structure and method therefor |
-
1989
- 1989-11-25 JP JP30600889A patent/JPH03166440A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07292771A (en) * | 1994-01-24 | 1995-11-07 | Daiwa House Ind Co Ltd | Column-beam connective structure and method therefor |
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