JPH02261141A - Junction structure of pole and beam - Google Patents
Junction structure of pole and beamInfo
- Publication number
- JPH02261141A JPH02261141A JP8326989A JP8326989A JPH02261141A JP H02261141 A JPH02261141 A JP H02261141A JP 8326989 A JP8326989 A JP 8326989A JP 8326989 A JP8326989 A JP 8326989A JP H02261141 A JPH02261141 A JP H02261141A
- Authority
- JP
- Japan
- Prior art keywords
- pole
- reinforced concrete
- hardware
- steel beam
- concrete column
- 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.)
- Granted
Links
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 239000004567 concrete Substances 0.000 claims abstract description 13
- 230000000452 restraining effect Effects 0.000 claims description 11
- 239000002184 metal Substances 0.000 abstract description 9
- 238000010008 shearing Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- 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)
この発明は鉄筋コンクリート柱と鉄骨梁とを接合金物で
接続すると同時に、鉄筋コンクリート柱内にコアコンク
リ−1・を拘束する拘束金物を配置した、柱・梁接合部
構造に関するものである。[Detailed Description of the Invention] (Field of Industrial Application) This invention relates to a column in which a reinforced concrete column and a steel beam are connected by a joining metal fitting, and at the same time, a restraining metal fitting is placed inside the reinforced concrete column to restrain the core concrete 1. - Concerning beam joint structure.
(発明が解決しようとする課題)
鉄筋コンクリート柱と鉄骨梁とを、接合部における打設
コンクリートの流動性と配筋施工性を考慮した羽子板ボ
ルト状の接合金物を用いて接合する構造を出願人は幾つ
か提案しているが、更にコンクリート柱の梁との接合部
には地震時のせん断耐力とじん性を保有させる上で、こ
れをせん断補強することが望ましい。(Problem to be Solved by the Invention) The applicant has proposed a structure in which a reinforced concrete column and a steel beam are joined using a joining hardware in the form of a battledore bolt, taking into account the fluidity of poured concrete at the joint and the workability of reinforcing. Although several proposals have been made, it is also desirable to shear-reinforce the joints between concrete columns and beams in order to maintain shear strength and toughness during earthquakes.
この発明は上記一連の接合部構造を踏まえてなされたも
ので、せん断に対して耐力とじん性を向上させる構造を
加えて提案しようとするものである。This invention has been made based on the series of joint structures described above, and attempts to add a structure that improves the strength and toughness against shearing.
(課題を解決するための手段)
本発明では鉄骨梁との接合部位置の鉄筋コンクリート柱
内に両端が開放し、筒状断面形状の拘束金物を軸を鉛直
にして配置することにより鉄筋コンクリート柱のコアコ
ンクリートを拘束し、柱のせん断耐力とじん性の向上を
図る。(Means for Solving the Problems) In the present invention, both ends are open in a reinforced concrete column at the joint with a steel beam, and a restraining hardware having a cylindrical cross section is placed with its axis vertical, thereby forming the core of the reinforced concrete column. It restrains the concrete and improves the shear strength and toughness of the column.
拘束金物は所要長さを有し、鉄筋コンクリート柱中央部
に、鉄骨梁を同時に接続する上下の接合金物の間に配置
される。The restraint hardware has the required length and is placed in the center of the reinforced concrete column between the upper and lower joint hardware that connects the steel beams at the same time.
(実施例) 以下本発明を一実施例を示す図面に基づいて説明する。(Example) The present invention will be explained below based on the drawings showing one embodiment.
この発明は第1図に示すように鉄筋コンクリート柱1と
これに集合する鉄骨梁2とを、鉄筋コンクリート柱1内
で直交する接合金物3を跨設して同時に接合するととも
に、上下の接合金物3の間に両端が開放し、筒状の拘束
金物4を配置したものである。図中1aは主筋、1bは
フープを示す。As shown in FIG. 1, this invention connects a reinforced concrete column 1 and a steel beam 2 assembled thereto at the same time by straddling orthogonal joining hardware 3 within the reinforced concrete column 1, and also connects the upper and lower joining hardware 3. A cylindrical restraining metal fitting 4 with both ends open is placed in between. In the figure, 1a indicates the main reinforcement, and 1b indicates the hoop.
接合金物3は鉄骨梁2のフランジにボルト5により接合
される平板部3aと全平板部3aを連結する連結部3b
とからなり、実施例では鉄骨梁2からの応力を連結部3
bの支圧応力で鉄筋コンクリート柱1に伝達するように
連結部3bが鉛直面をなす接合金物3の使用例を示して
いる。The joining hardware 3 is a flat plate part 3a that is joined to the flange of the steel beam 2 by bolts 5, and a connecting part 3b that connects the entire flat plate part 3a.
In this embodiment, the stress from the steel beam 2 is transferred to the connecting part 3.
The figure shows an example of the use of a joint 3 in which the connecting portion 3b forms a vertical surface so that a bearing stress of b is transmitted to the reinforced concrete column 1.
拘束金物4は図示するように鋼管、または角形鋼管より
形成される筒状断面形状をしたもので、軸方向には鉄骨
梁2の成に応じた長さ、すなわち鉄骨梁2の上下フラン
ジ間に跨設される上下の接合金物3,3の連結部3b、
3b間に納まる長さを、また鉄筋コンクリート柱1中央
部のコアコンクリートを拘束し得る適度の断面積を有し
ている。As shown in the figure, the restraining hardware 4 is made of a steel pipe or a square steel pipe and has a cylindrical cross-sectional shape, and has a length in the axial direction that corresponds to the structure of the steel beam 2, that is, between the upper and lower flanges of the steel beam 2. a connecting part 3b of the upper and lower joining metal fittings 3, 3 installed astride;
3b, and has an appropriate cross-sectional area that can restrain the core concrete at the center of the reinforced concrete column 1.
この拘束金物4は鉄筋コンクリ−1・柱1の中央部に軸
を鉛直にし、両接合金物3.3に挟まれる形で配置され
る。This restraining hardware 4 is placed in the center of the reinforced concrete column 1 with its axis vertical and sandwiched between both joining hardware 3.3.
第1図において中心線の左側は角形断面の、右側は円形
断面の拘束金物4の配置状態をそれぞれ示したものであ
る。In FIG. 1, the left side of the center line shows the arrangement of the restraining hardware 4, which has a square cross section, and the right side shows the arrangement of the restraining hardware 4, which has a circular cross section.
拘束金物4の両端はコンクリートの流動性を考慮して開
放しており、独立に、もしくは接合金物3.3の一方側
に溶接等により一体化した状態で配置される。施工性の
面からは後者の方が楽である。Both ends of the restraint hardware 4 are open in consideration of the fluidity of concrete, and are arranged either independently or integrated by welding or the like on one side of the joint hardware 3.3. The latter is easier in terms of construction.
(発明の効果)
この発明は以上の通りであり、鉄筋コンクリート柱の中
央部に筒状断面形状の拘束金物を配置してコアコンクリ
ートを拘束したものであるため接合部におけるコンクリ
ートの拘束効果が高まり、そのせん断耐力を向上させる
ことができる。(Effects of the Invention) This invention is as described above, and since the core concrete is restrained by arranging a restraining hardware having a cylindrical cross section in the center of the reinforced concrete column, the effect of restraining the concrete at the joint is increased, Its shear strength can be improved.
第1図−I、 IIは本発明の実施例を示したそれぞ
れ横断面図、縦断面図である。
1・・・・・・鉄筋コンクリート柱、1a・・・・・・
主筋、1b・・・・・・フープ、2・・・・・・鉄骨梁
、3・・・・・・接合金物、3a・・・・・・平板部、
3b・・・・・・連結部、4・・・・・・拘束金物、5
・・・・・・ボルト。FIGS. 1-I and 1-II are a cross-sectional view and a vertical cross-sectional view, respectively, showing an embodiment of the present invention. 1...Reinforced concrete column, 1a...
Main reinforcement, 1b... Hoop, 2... Steel beam, 3... Joining hardware, 3a... Flat plate part,
3b...Connection part, 4...Restriction hardware, 5
······bolt.
Claims (1)
ジにボルト接合される水平な平板部と平板部を鉄筋コン
クリート柱内で直交して連結する連結部とからなる接合
金物を鉄骨梁間に跨設して接合してなる接合部構造であ
り、所要長さを有し、両端開放の筒状断面形状の拘束金
物を鉄筋コンクリート柱中央部で鉄骨梁を接合する上下
の接合金物の間に軸を鉛直にして配置し、接合部のコア
コンクリートを拘束してあることを特徴とする柱・梁接
合部構造。1) A reinforced concrete column and a steel beam are connected by connecting hardware that spans between the steel beams and consists of a horizontal flat plate part that is bolted to the flange of the steel beam, and a connecting part that connects the flat plate part orthogonally within the reinforced concrete column. This is a joint structure in which a restraining hardware with a cylindrical cross-section of the required length and open at both ends is placed between the upper and lower joining hardware that connects the steel beams at the center of a reinforced concrete column, with the axis vertical. A column-beam joint structure characterized by placing the core concrete at the joint and restraining the core concrete at the joint.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1083269A JPH0765334B2 (en) | 1989-03-31 | 1989-03-31 | Note-beam joint structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1083269A JPH0765334B2 (en) | 1989-03-31 | 1989-03-31 | Note-beam joint structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02261141A true JPH02261141A (en) | 1990-10-23 |
JPH0765334B2 JPH0765334B2 (en) | 1995-07-19 |
Family
ID=13797638
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1083269A Expired - Lifetime JPH0765334B2 (en) | 1989-03-31 | 1989-03-31 | Note-beam joint structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0765334B2 (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0288832A (en) * | 1988-09-27 | 1990-03-29 | Fujita Corp | Welding method of reinforced concrete column and steel framed beam |
-
1989
- 1989-03-31 JP JP1083269A patent/JPH0765334B2/en not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0288832A (en) * | 1988-09-27 | 1990-03-29 | Fujita Corp | Welding method of reinforced concrete column and steel framed beam |
Also Published As
Publication number | Publication date |
---|---|
JPH0765334B2 (en) | 1995-07-19 |
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