JPH03166438A - Pillar beam junction device - Google Patents
Pillar beam junction deviceInfo
- Publication number
- JPH03166438A JPH03166438A JP30600689A JP30600689A JPH03166438A JP H03166438 A JPH03166438 A JP H03166438A JP 30600689 A JP30600689 A JP 30600689A JP 30600689 A JP30600689 A JP 30600689A JP H03166438 A JPH03166438 A JP H03166438A
- Authority
- JP
- Japan
- Prior art keywords
- pillar
- metal fitting
- main body
- junction metal
- 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 16
- 239000000463 material Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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
ｌ．角筒状の本体の上方において上柱の下端に嵌入され
る上端部が連続し及び本体の下方において下柱の上端に
嵌入されろ下端部か連続し前記本体の肉厚が上柱又は下
柱の肉厚の略２．０乃至３．Ｏ ｆｆｌにされた接合金
物と、該接合金物の本体の外側面に突設され梁の端板の
溝に係止される突起と、上社と前記接合金物、梁の端板
と接合金物及び丁柱と接合金物の各々を接合ずるワンサ
イトホ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) To achieve the above objects, the present invention has l. Above the rectangular cylindrical body, the upper end part fitted into the lower end of the upper pillar is continuous, and below the main body, the lower end part fitted into the upper end of the lower pillar is continuous, and the wall thickness of the main body is continuous with the upper end part fitted into the lower end of the upper pillar. The wall thickness is approximately 2.0 to 3. A metal fitting which is turned off; a protrusion protruding from the outer surface of the main body of the metal fitting and engaged in a groove in the end plate of the beam; This paper proposes a beam-column joining device consisting of a one-sight bolt that joins a column and a joining hardware.
（作用〉
（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。(Function) (1) Since the device of the present invention uses a single-site bolt, it has extremely good workability compared to a method using welding or a method using 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.
（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、該装置は角筒状に本体（
４）が形成された接合金物（２）を有する。FIG. 1 shows the device of the present invention, which has a rectangular tube-like main body (
4) has a joining metal fitting (2) formed thereon.
該本体（４）の申厚は上柱（Ｉａ）又は下柱（ １ ｂ
）の肉厚の略２．０乃至３．０倍にされる。The thickness of the main body (4) is the upper pillar (Ia) or the lower pillar (1 b
) is approximately 2.0 to 3.0 times the wall thickness.
次に本体（４）の上方には上柱（１ａ）の断面内寸法よ
りやや小さい断面外寸法にされた上端部（３）が連続す
る。Next, an upper end portion (3) continues above the main body (4) and has an outer cross-sectional dimension slightly smaller than the inner cross-sectional dimension of the upper column (1a).
一方本体（４）の下方には下柱（ｌｂ）の断面内寸法よ
りやや小さい断面外寸法にされた下端部（５）が連続す
る。On the other hand, a lower end portion (5) continues below the main body (4) and has an outer cross-sectional dimension slightly smaller than the inner cross-sectional dimension of the lower pillar (lb).
次に本体（４）の外側面には突起（６）が突設されてい
る。Next, a protrusion (6) is provided on the outer surface of the main body (4).
一方端板（９）を有する梁（８）が接合金物（２）の本
体（４）の外側面に当接される。On the other hand, a beam (8) having an end plate (9) is brought into contact with the outer surface of the main body (4) of the joining hardware (2).
次に前記上端部（３）は上柱（１ａ）の下端に及び下端
部（５）は下柱（Ｉｂ）の上端に各々嵌入されている。Next, the upper end portion (3) is fitted into the lower end of the upper column (1a), and the lower end portion (5) is fitted into the upper end of the lower column (Ib).
ここで本体（４）の突起（６）は梁（８）の端板（９）
の満（１０）に係止される。Here, the protrusion (6) of the main body (4) is the end plate (9) of the beam (8).
It is locked at full (10).
ここで接合金物（２）には適所に予め孔（７）が設けら
れている。Here, holes (7) are previously provided at appropriate locations in the joining hardware (2).
該孔（７）はそれに対応する梁（８）の端板（ｉ］）の
孔並びに上柱（ｌａ）及ひ丁柱（ｌｂ）の孔を貫通して
ワンサイトボルト（１ｌ）を挿入するためのものである
。The one-sight bolt (1l) is inserted through the hole (7) through the corresponding hole in the end plate (i]) of the beam (8) and the holes in the upper column (la) and the upper column (lb). It is for.
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｝ （１１）により上社（１ａ）と接
合金物（２）、梁（８）の端板（９）と接合金物（２）
及び下柱（：ｂ）と接合金物（２〉の各々が接合される
ことになる。The one-side bolt (11) connects the upper shaft (1a) and the joining hardware (2), and the end plate (9) of the beam (8) and the joining hardware (2).
The lower pillar (:b) and the joining hardware (2>) are then joined.
ここで梁（８）の端板（９）は接合金物（２）の突起（
６）に係止されるため梁（８）からの荷重中その剪断力
は突起（６）において負担されワンサイトボノし｝ （
１１）には伝わらない。Here, the end plate (9) of the beam (8) is attached to the protrusion (
6), the shearing force during the load from the beam (8) is borne by the protrusion (6), resulting in one-sight bending} (
11) cannot be conveyed.
（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し１る
ため熔接を用いる方法又は多数のボルトを用（１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.
第１図は本発明の装置の一部断面正面図ｌａ：上柱
ｌｂ二下柱
２：接合金物 ３：上端部
４：零体 ５：下端部
６：突起 ７：孔
８：梁 ９：端板
１０：ｔｖｉ ｌｌ：ワンサーイトボルト
第
ｌ
図FIG. 1 is a partially sectional front view la of the device of the present invention: upper column.
lb 2 lower pillars 2: Joining hardware 3: Upper end 4: Zero body 5: Lower end 6: Projection 7: Hole 8: Beam 9: End plate 10: tvi ll: One sight bolt Fig.
Claims (1)
る上端部が連続し及び本体の下方において下柱の上端に
嵌入される下端部が連続し前記本体の肉厚が上柱又は下
柱の肉厚の略２．０乃至３．０倍にされた接合金物と、
該接合金物の本体の外側面に突設され梁の端板の溝に係
止される突起と、上柱と前記接合金物、梁の端板と接合
金物及び下柱と接合金物の各々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. Above the rectangular cylindrical body, the upper end part fitted into the lower end of the upper pillar is continuous, and below the main body, the lower end part fitted into the upper end of the lower pillar is continuous, and the wall thickness of the main body is equal to or smaller than that of the upper pillar. A joint metal whose thickness is approximately 2.0 to 3.0 times the thickness of the lower pillar;
A protrusion that protrudes from the outer surface of the main body of the joint metal fitting and is locked in a groove in the end plate of the beam, connects the upper column to the metal joint, the end plate of the beam to the metal fitting, and the lower pillar to the metal fitting. Column beam joining device consisting of one side bolt
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30600689A JPH03166438A (en) | 1989-11-25 | 1989-11-25 | Pillar beam junction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30600689A JPH03166438A (en) | 1989-11-25 | 1989-11-25 | Pillar beam junction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03166438A true JPH03166438A (en) | 1991-07-18 |
Family
ID=17951946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP30600689A Pending JPH03166438A (en) | 1989-11-25 | 1989-11-25 | Pillar beam junction device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03166438A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0672475A1 (en) * | 1994-01-24 | 1995-09-20 | Daiwa House Industry Co., Ltd. | Partially thick-walled elongated metallic member and methods of making and connecting the same |
-
1989
- 1989-11-25 JP JP30600689A patent/JPH03166438A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0672475A1 (en) * | 1994-01-24 | 1995-09-20 | Daiwa House Industry Co., Ltd. | Partially thick-walled elongated metallic member and methods of making and connecting the same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH03166438A (en) | Pillar beam junction device | |
| JPH10338967A (en) | Column-beam joint structure of steel frame structure | |
| JPH03166434A (en) | Pillar beam junction device | |
| JPH03166433A (en) | Pillar beam junction device | |
| JPH03166440A (en) | Pillar beam junction device | |
| JPH03166435A (en) | Pillar beam junction device | |
| JPH03166442A (en) | Junction device for upper and lower pillars | |
| JPH03166437A (en) | Pillar beam junction device | |
| JP2532767Y2 (en) | Pillar | |
| JPH03166436A (en) | Pillar beam junction device | |
| JPS6344040A (en) | Pillar and brace connection structure | |
| JPH03166439A (en) | Pillar beam junction device | |
| JPH06220915A (en) | Joint structure between column and beam using one side coupling device with anchor member | |
| JP2002167891A (en) | Corner jointing hardware and connecting structure between floor above and below | |
| JP2999389B2 (en) | Column and beam joint structure | |
| JPH05263476A (en) | Column-beam joint structure and unit box | |
| JPS6032206Y2 (en) | Beam joint structure | |
| JPH03166441A (en) | Pillar beam junction device | |
| JPH09132943A (en) | Connection metal fitting | |
| JPH0579094A (en) | Brace end joining structure and joining fitting | |
| JP4313498B2 (en) | Residential steel power plate | |
| JPH11107376A (en) | Fixing structure of stud and hardware positioning jig | |
| JPH0533392A (en) | Column junction structure | |
| JPH03212533A (en) | Structure of pillar-beam rigid joint part | |
| JPH084721A (en) | Shape material joining method |