JPS61225437A - Apparatus for connecting pillar and beam - Google Patents
Apparatus for connecting pillar and beamInfo
- Publication number
- JPS61225437A JPS61225437A JP6539185A JP6539185A JPS61225437A JP S61225437 A JPS61225437 A JP S61225437A JP 6539185 A JP6539185 A JP 6539185A JP 6539185 A JP6539185 A JP 6539185A JP S61225437 A JPS61225437 A JP S61225437A
- Authority
- JP
- Japan
- Prior art keywords
- column
- metal fittings
- reinforcing
- square steel
- hardware
- 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
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
産業上の利用分野
この発明は角形鋼管からなる柱とH形鋼等の梁からなる
柱、梁接合装置に関するものでちる。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to a column and beam joining device made of a square steel pipe and a beam of H-shaped steel or the like.
発明の解決しようとする問題点
鉄骨の柱梁のボルト接合にはスプリントティ形式やエン
ドプレート形式がある。ところで柱が角形鋼管の場合、
角形鋼管が通常薄肉であるので接合部の耐力不足をきた
らし、ま、た変形を生ずる恐れがある。さらに閉鎖断面
であるのでボルト接合の作業が容易でない等の問題があ
る。Problems to be Solved by the Invention There are two types of bolt connections for steel columns and beams: a splint tee type and an end plate type. By the way, if the column is a square steel pipe,
Since rectangular steel pipes are usually thin-walled, the strength of the joints may be insufficient, and there is a risk of deformation. Furthermore, since the cross section is closed, there are problems such as difficulty in bolt connection work.
発明者は前記問題点を解決する手段の一例として特公昭
57−7258号公報に示される柱、梁接合装置を提案
し、補強部材を柱内に設け、L状ポルトで柱梁を接合し
た。As an example of a means for solving the above-mentioned problems, the inventor proposed a column-beam joining device disclosed in Japanese Patent Publication No. 57-7258, in which a reinforcing member was provided inside the column and the column and beam were joined by an L-shaped port.
この発明は前記発明を発展させて通常の短い高力ボルト
によって角鋼管の柱とH形鋼等からなる梁を接合すべく
開発したものである。This invention is an extension of the above invention and has been developed to connect square steel pipe columns and beams made of H-section steel or the like using ordinary short high-strength bolts.
問題点を解決するための手段
この発明の要旨とする構成は前記特許請求の範囲の欄に
記載の通りであり、その主要部とするところは角鋼管か
らなる柱内にL形あるいは所要の形状の形鋼からなる補
強金物を配置し、在外側面に突合せた梁、柱および補強
金物を貫通するボルトにナツトを螺合緊締して柱、梁を
固着しであるもので、以下その詳細を図示した実施例に
よって説明する。Means for Solving the Problems The configuration that is the gist of this invention is as described in the claims section above, and the main part is that an L-shape or a required shape is installed in a column made of a square steel pipe. Reinforcing metal fittings made of shaped steel are placed, and the pillars and beams are fixed by screwing and tightening nuts to bolts that pass through the beams, columns, and reinforcing metal fittings that are butted against the external side, and the details are shown below. This will be explained using an example.
実施例1
第1図乃至第9図ておいて柱1は角鋼管からなり、その
内隅角部ic L形の補強金物2を添わせである。H形
鋼からなる梁3の端部にはスプリットティーからなる端
板金物4が設けられる。接合に際しては梁3の端板金物
4を在外側面に突合せ、端板金物4.柱1および補強金
物2を貫通するボルト5にナツト6を螺合してこれを緊
締することにより柱1と梁3を固着しである。Embodiment 1 In FIGS. 1 to 9, a column 1 is made of a square steel tube, and an L-shaped reinforcing metal fitting 2 is attached to the inner corner of the column. An end metal plate 4 made of a split tee is provided at the end of the beam 3 made of H-shaped steel. When joining, the end plate metal fittings 4 of the beam 3 are butted against the external side surface, and the end plate metal fittings 4. The column 1 and the beam 3 are fixed by screwing a nut 6 onto a bolt 5 passing through the column 1 and reinforcing hardware 2 and tightening this.
ところで補強金物2は鋼板を折曲し、あるいは鋳鋼、鍛
鋼等により製作される。そしてナツト6は補強金物2の
内面に接着あるいは溶接しておくことができる。By the way, the reinforcing hardware 2 is made by bending a steel plate, or is made of cast steel, forged steel, or the like. The nut 6 can be bonded or welded to the inner surface of the reinforcing metal object 2.
またこの補強金物2は梁3の上下フランジの高さに合せ
てそれぞれ別箇に設けてもよく、また上下に連らなる一
体のものでよい。Further, the reinforcing hardware 2 may be provided separately according to the heights of the upper and lower flanges of the beam 3, or may be integrally connected vertically.
またこの補強金物2にはナツトの廻り止めのための添板
7を重ね、これにナツト6が嵌合して係止される透孔8
を穿設しておく。またこの添板7は上下の補強金物2の
接続に使用することができる。A splint 7 for preventing the nut from rotating is placed on the reinforcing hardware 2, and a through hole 8 into which the nut 6 is fitted and locked.
should be drilled. Moreover, this splint 7 can be used to connect the upper and lower reinforcing metal fittings 2.
実施例2
第10図乃至第16図においては補強金物2について先
の実施例の補強金物について設計変更したものであって
、両端部を一\状に折曲した補強金物2を使用し、この
角鋼管からなる柱1の内隅角部に斜に配置し、在外側面
に突合せた梁3の端板金物4.柱1および補強金物2を
貫通するボルト5にナツト6を螺合してこれを緊締する
ことにより柱1と梁3を固着しである。Embodiment 2 In FIGS. 10 to 16, the design of the reinforcing hardware 2 is changed from that of the previous embodiment, and a reinforcing hardware 2 with both ends bent in the same shape is used. 4. An end plate metal piece of a beam 3 placed obliquely at the inner corner of a column 1 made of a square steel pipe and abutted against the outer side surface. The column 1 and the beam 3 are fixed by screwing a nut 6 onto a bolt 5 passing through the column 1 and reinforcing hardware 2 and tightening this.
ところでこの補強金物2は断面アングル状とすることが
でき、またこの補強金物2は梁3の連結に対応して設け
る。そしてこの補強金物2を連結して六角形状あるいは
五角形状等とすることができる。By the way, this reinforcing metal fitting 2 can have an angular cross section, and this reinforcing metal fitting 2 is provided corresponding to the connection of the beams 3. The reinforcing hardware 2 can be connected to form a hexagonal shape, a pentagonal shape, or the like.
さらにこの柱、梁接合部においては補強金物2を埋設す
るIうにコンクリート9を打設して剛性耐力を向上させ
る場合がある。Further, at the joint between the column and the beam, concrete 9 may be placed to bury the reinforcing hardware 2 to improve rigidity and yield strength.
実施例3
第17図、第18図においては補強金物2として口状断
面の金具、例えば角鋼管を所要長さに切断したものを使
用し、角鋼管からなる柱1の内部に間隙をおいて配置し
、在外側面に突合せた梁端板金物4.柱1および補強金
物2を貫通するボルト5にナツト6を螺合して、これを
緊締することにより柱Iと梁3を固着しである。この場
合も必要により柱1内にコンクリートを打設して補強金
物2を埋設する場合がある。Embodiment 3 In FIGS. 17 and 18, a metal fitting with a mouth-shaped cross section, for example, a square steel pipe cut to the required length, is used as the reinforcing metal fitting 2, and a gap is left inside the column 1 made of a square steel pipe. 4. Beam end sheet metal placed and butted against the outside side. A nut 6 is screwed onto a bolt 5 passing through the column 1 and the reinforcing hardware 2, and the column I and the beam 3 are fixed by tightening the nut 6. In this case as well, if necessary, concrete may be poured into the pillar 1 and the reinforcing hardware 2 may be buried therein.
実施例4
第19図に−おいては補強金物2として工状断面の金具
、例えばH形鋼を所要長さに切断したものを使用し、必
要によりこの工状断面の金具を図示したように十字状に
組合せ、これを角鋼管からなる柱lの内部に配置し、先
の実施例と同様にボルト・ナツトを利用して柱、梁を固
着しである。Embodiment 4 In Fig. 19, a metal fitting with a machined cross section, such as an H-shaped steel cut to the required length, is used as the reinforcing metal fitting 2, and if necessary, the metal fitting with a machined cross section can be used as shown in the figure. They are assembled in a cross shape and placed inside a pillar l made of square steel pipes, and the pillars and beams are fixed using bolts and nuts as in the previous embodiment.
発明の効果
この発明は以上の構成からなり比較的薄肉の角鋼管の柱
であっても梁接合部を補強金物によって確実に補強する
ことができ、しかも通常の高力ボルトを使用して比較的
容易に引張ボルト接合ができる。またこの補強金物によ
って梁から梁への応力伝達が確実になされる。Effects of the Invention This invention has the above-mentioned structure, and even if it is a relatively thin-walled rectangular steel pipe column, the beam joint can be reliably reinforced with reinforcing hardware. Easily connects with tension bolts. This reinforcing hardware also ensures stress transmission from beam to beam.
第1図乃至第9図は第1実施例、第10図乃至第16図
は第2実施例、第17図、第18図は第3実施例、第1
9図は第4実施例であり、第1図は横断面図、第2図は
要部の横断面図、第3@は補強金物の斜視図、第4図、
第5図は縦断面図、第6図、第7図および第8図、第9
図は要部の横断面図と補強金物の斜視図、第10図、第
11図は横断面図、第12図、第13図、第14図、第
15図は補強金物の斜視図、第16図は横断面図第17
図、第18図は横断面図と縦断面図、第19図は横断面
図である。
1・・柱、2・・補強金物、3・・梁
4・・端板金物、5・・ボルト、6・・ナツト7・・添
板、8・・透孔、9・・コンクリート。
第1図
第2図
第3図
、J、6゜ 第8図
第10図
第11図
a12図 第、3え
第15図
第16図
第 17 ≦
第18図1 to 9 show the first embodiment, FIGS. 10 to 16 show the second embodiment, and FIGS. 17 and 18 show the third embodiment.
Figure 9 shows the fourth embodiment, Figure 1 is a cross-sectional view, Figure 2 is a cross-sectional view of the main part, Figure 3 is a perspective view of reinforcing hardware, Figure 4,
Figure 5 is a longitudinal sectional view, Figures 6, 7, 8, and 9.
The figure shows a cross-sectional view of the main part and a perspective view of the reinforcing hardware. Figs. 10 and 11 are cross-sectional views. Figs. Figure 16 is a cross-sectional view No. 17
18 are a cross-sectional view and a vertical cross-sectional view, and FIG. 19 is a cross-sectional view. 1. Column, 2. Reinforcement hardware, 3. Beam 4. End plate hardware, 5. Bolt, 6. Nut 7. Splinter, 8. Through hole, 9. Concrete. Fig. 1 Fig. 2 Fig. 3 J, 6゜ Fig. 8 Fig. 10 Fig. 11 Fig. a12 Fig. 3e Fig. 15 Fig. 16 Fig. 17 ≦ Fig. 18
Claims (4)
添わせ柱外側面に突合せた梁端板金物、柱および補強金
物を貫通するボルトにナットを螺合緊締して柱、梁を固
着してあることを特徴とする柱、梁接合装置。(1) L-shaped reinforcing hardware is attached to the inner corner of a column made of square steel pipes, and nuts are screwed and tightened to bolts that pass through the beam end sheet metal fittings that butt against the outer surface of the column, the column, and the reinforcing metal fittings. , a column and beam joining device characterized by fixing a beam.
折曲した補強金物を斜に配置し、柱外側面に突合せた梁
端板金物、柱および補強金物の両端部折曲部を貫通する
ボルトにナットを螺合緊締して柱梁を固着してあること
を特徴とする柱、梁接合装置。(2) Reinforcing hardware with both ends bent into a square shape is placed diagonally at the inner corner of a column made of square steel pipes, and the beam end plate metal fittings are butted against the outer surface of the column, both ends of the column and the reinforcing metal fittings. A column and beam joining device characterized in that the column and beam are fixed by screwing and tightening a nut to a bolt that passes through a bent portion.
間隙をおいて配置し、柱外側面に突合せた梁端板金物、
柱および補強金物を貫通するボルトにナットを螺合緊締
して柱、梁を固着してあることを特徴とする柱、梁接合
装置。(3) Beam end plate metal fittings in which mouth-shaped cross-section reinforcing metal fittings are placed with gaps inside the pillars made of square steel pipes, and are butted against the outer surface of the column;
A column and beam joining device characterized in that the column and beam are fixed by screwing and tightening a nut to a bolt that passes through the column and reinforcing hardware.
し、柱外側面に突合せた梁端板金物、柱および補強金物
を貫通するボルトにナットを螺合緊締して柱、梁を固着
してあることを特徴とする柱、梁接合装置。(4) I-shaped reinforcing hardware is placed inside the column made of square steel pipes, and nuts are screwed and tightened to the bolts that pass through the beam end sheet metal fittings that butt against the outer surface of the column, the column, and the reinforcing metal fittings. A column/beam joining device characterized in that:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6539185A JPS61225437A (en) | 1985-03-29 | 1985-03-29 | Apparatus for connecting pillar and beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6539185A JPS61225437A (en) | 1985-03-29 | 1985-03-29 | Apparatus for connecting pillar and beam |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61225437A true JPS61225437A (en) | 1986-10-07 |
Family
ID=13285647
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6539185A Pending JPS61225437A (en) | 1985-03-29 | 1985-03-29 | Apparatus for connecting pillar and beam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61225437A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63147044A (en) * | 1986-12-09 | 1988-06-20 | 日本鋼管株式会社 | Square steel pipe concrete pillar |
JPS63241237A (en) * | 1987-03-27 | 1988-10-06 | ナショナル住宅産業株式会社 | Pillar/beam connection structure |
JPH02272122A (en) * | 1989-04-14 | 1990-11-06 | Kajima Corp | Post-girder joining-section structure |
JPH06240747A (en) * | 1993-02-18 | 1994-08-30 | Kajima Corp | Structure of column/beam connection part |
JPH07331746A (en) * | 1994-06-14 | 1995-12-19 | Daiwa House Ind Co Ltd | Column-beam joint structure using one-side bolt |
JP2013119766A (en) * | 2011-12-09 | 2013-06-17 | Nippon Sharyo Seizo Kaisha Ltd | Pile driver |
JP2017071896A (en) * | 2015-10-05 | 2017-04-13 | 株式会社大林組 | Manufacturing method of beam end part, column-beam junction method, and column-beam junction structure |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5079116A (en) * | 1973-11-12 | 1975-06-27 | ||
JPS5655365U (en) * | 1979-10-02 | 1981-05-14 |
-
1985
- 1985-03-29 JP JP6539185A patent/JPS61225437A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5079116A (en) * | 1973-11-12 | 1975-06-27 | ||
JPS5655365U (en) * | 1979-10-02 | 1981-05-14 |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63147044A (en) * | 1986-12-09 | 1988-06-20 | 日本鋼管株式会社 | Square steel pipe concrete pillar |
JPS63241237A (en) * | 1987-03-27 | 1988-10-06 | ナショナル住宅産業株式会社 | Pillar/beam connection structure |
JPH02272122A (en) * | 1989-04-14 | 1990-11-06 | Kajima Corp | Post-girder joining-section structure |
JPH06240747A (en) * | 1993-02-18 | 1994-08-30 | Kajima Corp | Structure of column/beam connection part |
JPH07331746A (en) * | 1994-06-14 | 1995-12-19 | Daiwa House Ind Co Ltd | Column-beam joint structure using one-side bolt |
JP2013119766A (en) * | 2011-12-09 | 2013-06-17 | Nippon Sharyo Seizo Kaisha Ltd | Pile driver |
JP2017071896A (en) * | 2015-10-05 | 2017-04-13 | 株式会社大林組 | Manufacturing method of beam end part, column-beam junction method, and column-beam junction structure |
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