JPH0711156B2 - Method for joining reinforced concrete columns and steel beams - Google Patents

Method for joining reinforced concrete columns and steel beams

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Publication number
JPH0711156B2
JPH0711156B2 JP23971388A JP23971388A JPH0711156B2 JP H0711156 B2 JPH0711156 B2 JP H0711156B2 JP 23971388 A JP23971388 A JP 23971388A JP 23971388 A JP23971388 A JP 23971388A JP H0711156 B2 JPH0711156 B2 JP H0711156B2
Authority
JP
Japan
Prior art keywords
joint
steel
joining
reinforced concrete
vertical
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.)
Expired - Lifetime
Application number
JP23971388A
Other languages
Japanese (ja)
Other versions
JPH0288832A (en
Inventor
和彦 佐藤
Original Assignee
株式会社フジタ
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 株式会社フジタ filed Critical 株式会社フジタ
Priority to JP23971388A priority Critical patent/JPH0711156B2/en
Publication of JPH0288832A publication Critical patent/JPH0288832A/en
Publication of JPH0711156B2 publication Critical patent/JPH0711156B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、鉄筋コンクリート柱と鉄骨梁との接合方法に
係るものである。
TECHNICAL FIELD The present invention relates to a method for joining a reinforced concrete column and a steel beam.
(従来の技術) 従来の柱を鉄筋コンクリート造、梁を鉄骨造とする複合
構造における前記柱、梁の接合部の施工は、第6図及び
第7図に示すように鉄筋コンクリート柱(A)の互いに
直交する二方向に交叉するように鉄骨梁(B)を貫通し
て、柱主筋(a)とフープ筋(b)とを組立て、コンク
リートを打設して行っていた。
(Prior Art) Construction of the joints between the columns and the beams in a composite structure in which conventional columns are reinforced concrete structures and beams are steel frame structures is carried out by reinforced concrete columns (A) with each other as shown in FIGS. 6 and 7. The main beam (a) and the hoop bar (b) are assembled by penetrating the steel beam (B) so as to intersect with each other in two orthogonal directions, and concrete is placed.
(発明が解決しようとする課題) しかしながら前記従来の工法では、鉄筋コンクリート柱
の互いに直交する二方向に交叉するように鉄骨梁を貫通
して、柱主筋とフープ筋とを組立てコンクリートを打設
して柱梁を接合するため、鉄骨梁の応力が鉄筋コンクリ
ート柱に十分伝達されず、接合部の耐力が弱くコンクリ
ートの靭性にも欠けるという問題点があった。
(Problems to be solved by the invention) However, in the above-mentioned conventional construction method, the steel beam is penetrated so as to intersect in two directions orthogonal to each other of the reinforced concrete column, and the column main bar and the hoop bar are assembled to cast concrete. Since the columns and beams are joined, the stress of the steel beam is not sufficiently transmitted to the reinforced concrete columns, and the strength of the joint is weak and the toughness of the concrete is lacking.
本発明は前記従来技術の有する問題点に鑑みて提案され
たもので、その目的とする処は、接合部の耐力性と靭性
とが向上される鉄筋コンクリート柱と鉄骨梁との接合工
法を提供する点にある。
The present invention has been proposed in view of the problems of the prior art, and an object thereof is to provide a joining method for joining a reinforced concrete column and a steel beam in which the strength and toughness of the joint are improved. In point.
(課題を解決するための手段) 前記の目的を達成するため、本発明に係る鉄筋コンクリ
ート柱と鉄骨梁との接合工法は、鉄筋コンクリート柱と
同柱に互いに直交する二方向に配設された各1対の鉄骨
梁との接合部の上下に、各自由端に水平溝孔が欠截され
た直径平鋼板を十文字状に交叉してなる上下各接合金具
を配設するとともに、前記接合部の中間部に、垂直帯鋼
板よりなる田字型主体の四周より外側に接合部片が突設
された中間接合金具を前記主体に柱主筋が囲繞されるよ
うに配設し、前記上下各接合金具における各垂直鋼板自
由端の水平溝孔を相対する各1対の鉄骨梁の各フランジ
に係合、溶着するとともに、前記中間接合金具における
接合部片を相対する各1対の鉄骨梁の各ウエブに接合し
たのち、前記接合部にコンクリートを打設することを特
徴とするものである。
(Means for Solving the Problems) In order to achieve the above-mentioned object, the joining method for joining a reinforced concrete column and a steel frame beam according to the present invention is one in which the reinforced concrete column and the column are arranged in two directions orthogonal to each other. Above and below the joint with the pair of steel beams, upper and lower joint fittings formed by crossing cross-shaped flat steel plates with horizontal slots at each free end are arranged, and the middle of the joint In the section, an intermediate joint metal fitting, in which joint pieces are provided outside the four circumferences of a vertical strip-shaped main body made of vertical strip steel, is arranged so that the main pillar of the pillar is surrounded by the main body. Engage and weld the horizontal slotted holes at the free ends of the vertical steel plates to the respective flanges of the pair of steel frame beams that face each other, and join the joint pieces of the intermediate joining bracket to the webs of the pair of steel frame beams that face each other. After joining, place concrete at the joint It is characterized by doing.
(作用) 本発明においては前記したように、鉄筋コンクリート柱
と同柱に互いに直交する二方向に配設された各1対の鉄
骨梁との接合部の上下に配設された垂直平鋼板を十文字
状に交叉してなる接合金具における前記平鋼板自由端の
水平溝孔を、相対する各一双の鉄骨梁のフランジに係合
して溶着したので、同各一双の鉄骨梁の曲げ応力が鉄筋
コンクリート柱に伝達されるものである。
(Operation) In the present invention, as described above, the vertical flat steel plates arranged above and below the joints between the reinforced concrete columns and the pair of steel beams arranged in the same column in two directions orthogonal to each other are cross-shaped. Since the horizontal slot at the free end of the flat steel plate in the joining metal fittings formed in a cross shape is welded by engaging with the flanges of each pair of steel beams facing each other, the bending stress of each pair of steel beams is reinforced concrete columns. Is transmitted to.
また前記接合部の中間部に配設された、中間接合金具に
おける垂直帯鋼板よりなる強度剛性の高い田字型主体の
四周より外側に突設された接合部片が、相対する各1対
のウエブに接合されているので、鉄骨梁の垂直剪断力が
鉄筋コンクリート柱に伝達される。
In addition, a pair of joint pieces, which are provided outside the four circumferences of the main character of the U-shaped type having a high strength and rigidity, which are formed of the vertical strip steel plates in the middle joint metal fitting, disposed in the middle portion of the joint portion, are arranged in pairs. Being joined to the web, the vertical shear forces of the steel beam are transmitted to the reinforced concrete columns.
而して前記各接合金具によって相対する各1対の鉄骨梁
間を接合したのち、コンクリートを打設するものである
が、この際、前記各接続金具を構成する部片が垂直板よ
り構成されているのでコンクリート充填性が向上し、ま
た前記中間接合金具の田字型主体によって柱主筋が囲繞
されているので、同部分のコンクリートの拘束力が増大
し、柱梁接合部の耐力と靭性とが向上する。
Then, after joining each pair of opposing steel frame beams with each of the above-mentioned joining metal fittings, concrete is placed. At this time, the parts constituting each of the above-mentioned connecting metal fittings are composed of vertical plates. Since the concrete filling property is improved, and because the column main reinforcement is surrounded by the main character of the intermediate joint metal fitting, the restraining force of the concrete in the same part is increased, and the strength and toughness of the column-beam joint are improved. improves.
(実施例) 以下本発明を図示の実施例について説明する。(Examples) The present invention will be described below with reference to illustrated examples.
第4図は上下接合金具(a)を示し、各自由端部に水平
溝孔(2)が欠截された、夫々所定の間隔を存して平行
に配設された各一双の垂直帯鋼板(1)(1)、
(1′)(1′)を十文字状に交叉、結合して構成され
ている。
FIG. 4 shows the upper and lower joining metal fittings (a), each pair of vertical strip steel plates each having a horizontal slot (2) at each free end and arranged in parallel at predetermined intervals. (1) (1),
(1 ') and (1') are crossed and connected in a cross shape.
なお図示の実施例においては、一方の垂直平鋼板(1)
(1)はX方向全長に亘って延び、他方の垂直平鋼板
(1′)(1′)は、前記垂直平鋼板(1)(1)の中
央部外側よりY方向に延びる外側片(1′a)(1′
a)と、前記両垂直帯鋼板(1)(1)の対向面間に配
設された内側片(1′b)(1′b)とより構成され、
前記内外側各片は、垂直平鋼板(1)(1)に溶接
(w)されている。なお上下接合金具(a)はこの他、
任意の方法で製作される。
In the illustrated embodiment, one of the vertical flat steel plates (1)
(1) extends over the entire length in the X direction, and the other vertical flat steel plates (1 ') (1') are outer pieces (1) extending in the Y direction from the outside of the central portion of the vertical flat steel plates (1) (1). 'A) (1'
a) and inner pieces (1'b) (1'b) arranged between the facing surfaces of the both vertical strip steel plates (1) (1),
The inner and outer pieces are welded (w) to the vertical flat steel plates (1) (1). The upper and lower joint fittings (a) are
It is produced by any method.
第5図は中間接合金具(b)を示し、垂直帯鋼板より構
成された方形枠(3)内に、十文型幅止垂直帯鋼板
(4)(4′)が一体に結合された田字型主体(5)に
おける前記方形枠(3)の外側面より、前記幅止垂直帯
鋼板(4)の延長上に沿って接合部片(6)が突設さ
れ、同接合部片(6)にはボルト孔(7)が穿設されて
いる。
FIG. 5 shows an intermediate joining metal fitting (b), which is a square frame (3) composed of vertical strip steel plates, in which cross-shaped vertical vertical strip steel plates (4) and (4 ') are integrally joined. From the outer surface of the rectangular frame (3) of the mold body (5), a joint piece (6) is provided so as to project along the extension of the width-stop vertical strip steel plate (4), and the joint piece (6). A bolt hole (7) is bored in this.
なお図示の実施例では両端部に接合部片(6)が一体に
成形されたX方向の幅止垂直帯鋼板(4)のY方向両面
に、前記方形枠(3)を2分割してなる一双のコ字状枠
が溶接(w)され、前記幅止垂直帯鋼板(4)の中央部
と前記両コ字状枠との間に一双のY方向の幅止垂直帯鋼
板(4′)が溶接(w)され、前記両コ字状枠の外側面
に、前記幅止垂直帯鋼板(4′)の延長上に位置する接
合部片(6)が溶接(w)されている。
In the illustrated embodiment, the rectangular frame (3) is divided into two on both sides in the Y direction of the widthwise vertical strip steel plate (4) in the X direction in which the joint pieces (6) are integrally formed at both ends. A pair of U-shaped vertical frame steel plates (4 ') are welded (w), and a pair of Y-direction vertical vertical band steel plates (4') is provided between the central portion of the width-stop vertical strip steel plate (4) and the U-shaped frames. Are welded (w), and the joint pieces (6) located on the extension of the width-stop vertical strip steel plates (4 ') are welded (w) to the outer surfaces of the U-shaped frames.
なお前記中間接合金具(b)はこの他、任意の方法で製
作される。
The intermediate joint metal fitting (b) may be manufactured by any other method.
而して鉄筋コンクリート柱(A)と、同柱(A)に対し
て互いに直交するX、Y両方向に配設される各一対の鉄
骨梁(B)(B′)との接合部の上下に、夫々前記接合
金具(a)を配設するとともに、同各接合金具(a)の
X方向及びY方向の垂直平鋼板(1)(1)、(1′)
(1′)の各先端部に欠截された水平溝孔(2)を、X
方向及びY方向に夫々相対する鉄骨梁(B)(B)並に
(B′)(B′)の各フランジ(8)に係合するととも
に溶接する。
Thus, above and below the joints between the reinforced concrete columns (A) and the pair of steel beams (B) (B ') arranged in both X and Y directions orthogonal to each other with respect to the columns (A), The joining metal fittings (a) are arranged respectively, and the vertical flat steel plates (1), (1), (1 ′) in the X direction and the Y direction of the respective joining metal fittings (a) are arranged.
The horizontal slot (2), which is cut at each tip of (1 '), is
The flanges (8) of the steel beams (B) and (B) facing each other in the Y direction and the Y direction are engaged with each other and welded.
また前記接合部における中間部に、中間接合金具(b)
を田字型主体(5)が柱主筋(9)を囲繞するように配
設し、同主体(5)の四周より突設された接合部片
(6)をX方向及びY方向に夫々相対する鉄骨梁(B)
(B)並に(B′)(B′)の各ウエブ(10)に、ボル
ト孔(7)を利用してボルト(11)で接合し、前記中間
接合金具(b)の上下に、柱主筋(9)を囲繞するする
帯筋(12)を取付ける。
Further, an intermediate joining metal fitting (b) is provided at an intermediate portion of the joining portion.
Is arranged so that the Ta-shaped main body (5) surrounds the column main bar (9), and the joint pieces (6) projecting from the four circumferences of the main body (5) are opposed in the X and Y directions, respectively. Steel beam (B)
(B) The webs (10) of (B ') and (B') are joined together by bolts (11) using the bolt holes (7), and the pillars are provided above and below the intermediate joining metal fitting (b). Attach the stirrups (12) surrounding the main stirrup (9).
しかるのち柱部のコンクリート(13)を打設して鉄筋コ
ンクリート柱(A)と鉄骨梁(B)(B)、(B′)
(B′)を接合するものである。
After that, the concrete (13) of the pillar is placed and the reinforced concrete pillar (A) and steel beam (B) (B), (B ')
(B ') is joined.
(発明の効果) 本発明によれば前記したように、鉄筋コンクリート柱
と、同柱に直交する二方向に配設された各1対の鉄骨梁
との接合部の上下に、各自由端に水平溝孔が欠截された
垂直平鋼板を十文字に交叉してなる上下接合金具を配設
し、前記各垂直平鋼板の自由端の水平溝孔を相対する各
1対の鉄骨梁のフランジに係合して溶着することによっ
て、鉄骨梁より鉄筋コンクリート柱に曲げ応力が伝達さ
れるようにし、また前記接合部の中間部に、帯鋼板より
なる田字型主体の四周より外側に接合部片が突設された
中間接合金具を、前記主体が柱主筋を囲繞するように配
設し、前記接合部片を相対する各1対の鉄骨梁の各ウエ
ブに接合することによって、鉄骨梁の垂直剪断力が鉄筋
コンクリート柱に伝達されるようにし、かくして鉄骨梁
と鉄筋コンクリート柱との間の応力の伝達が確実に行な
われるようにするものである。
(Effects of the Invention) According to the present invention, as described above, above and below the joint between the reinforced concrete column and each pair of steel beams arranged in two directions orthogonal to the same column, horizontal at each free end. An upper and lower joining metal fitting, which is formed by intersecting vertical flat steel plates lacking groove slots in a cross shape, is provided, and the horizontal slot at the free end of each vertical flat steel plate is engaged with a pair of opposing flanges of a steel beam. By joining and welding, the bending stress is transmitted from the steel beam to the reinforced concrete column, and at the middle part of the joint part, the joint piece protrudes outside the four circumferences of the T-shaped main body made of strip steel plate. A vertical shearing force of the steel beam is obtained by arranging the provided intermediate joining metal fitting so that the main body surrounds the column main bar and joining the joining piece to each web of a pair of steel beams facing each other. Are transmitted to the reinforced concrete columns and thus the steel beams and The purpose of this is to ensure the transmission of stress between the reinforced concrete columns.
また前記各接合金具は平板を垂直に設置して構成されて
いるので、コンクリート打設時におけるコンクリートの
充填性が向上するとともに、接合部のコンクリートが柱
主筋を囲繞する前記中間接合金具の田字型主体によって
拘束力を増大され、この結果鉄筋コンクリート柱と鉄骨
梁との接合部の耐力と靭性とが向上される。
Further, since each of the joining metal fittings is configured by vertically installing a flat plate, the filling property of the concrete at the time of placing concrete is improved, and at the same time, the concrete of the joining part surrounds the main pillar of the column The restraint force is increased by the mold body, and as a result, the proof strength and toughness of the joint between the reinforced concrete column and the steel frame beam are improved.
請求項2の発明は、前記中間接合金具を各自由端縁に鉄
骨梁のフランジに係合、溶着される水平溝孔が欠截され
た各一双の互いに平行に配設された垂直平鋼板を十文字
状に交叉結合して構成したことによって、鉄骨梁と鉄筋
コンクリート柱との間の曲げ応力の伝達を可能ならし
め、構造的に信頼性の高い鉄筋コンクリート柱と鉄骨梁
との接合部を構成しうるものである。
According to a second aspect of the present invention, a pair of vertical flat steel plates arranged in parallel with each other, in which the intermediate joining metal fitting is engaged with a flange of a steel frame beam at each free edge and welded and welded with horizontal groove holes, are formed. Cross-linking in a cross shape makes it possible to transfer bending stress between the steel beam and the reinforced concrete column, and a structurally reliable joint between the reinforced concrete column and the steel beam can be constructed. It is a thing.
請求項3の発明は、前記中間接合金具を、帯鋼板より構
成された方形枠と、同方形枠の変形を防止する十字型幅
止帯鋼板とを一体に結合してなる剛性が大で、且つ柱主
筋を囲繞する田字型主体における前記方形枠の外側面よ
り、前記幅止鋼板の延長方向に亘って、相対する鉄骨梁
のウエブ部に接合されるボルト孔を有する接合部片を突
設して構成したことによって、鉄骨梁の垂直剪断力の伝
達を可能ならしめ、構造上合理的な鉄骨コンクリート柱
と鉄骨梁との接合部を構成しうるものである。
According to a third aspect of the present invention, the intermediate joining metal fitting has a large rigidity in which a square frame made of a strip steel plate and a cross-shaped width stop strip steel plate for preventing deformation of the square frame are integrally coupled, In addition, from the outer surface of the rectangular frame in the T-shaped main body that surrounds the main pillar of the pillar, a joint piece having a bolt hole that is joined to the web portion of the opposite steel beam is projected from the outer surface of the rectangular frame in the extension direction of the width-stop steel plate. By constructing and installing the structure, the vertical shearing force of the steel beam can be transmitted, and a structurally rational joint between the steel concrete column and the steel beam can be configured.
【図面の簡単な説明】[Brief description of drawings]
第1図は本発明の方法によって施工された鉄筋コンクリ
ート柱と鉄骨梁との接合部を示す縦断面図で、第2図及
び第3図の矢視I−I図、第2図は第1図の矢視II-II
図、第3図は第1図の矢視III-III図、第4図は上下接
合金具の斜視図、第5図は中間接合金具の斜視図、第6
図及び第7図は夫々従来工法によって施工された鉄筋コ
ンクリート柱と鉄骨梁との接合部を示す横断平面図及び
縦断面図である。 (A)……鉄筋コンクリート柱 (B)(B′)……鉄骨梁、(1)(1′)……垂直平
鋼板 (2)……水平溝孔、(3)……方形枠 (4)(4′)……十字型幅止垂直帯鋼板 (5)……田字型主体、(6)……接合部片 (7)……ボルト孔、(8)……フランジ (9)……柱主筋、(10)……ウエブ (11)……ボルト、(13)……コンクリート
FIG. 1 is a vertical cross-sectional view showing a joint between a reinforced concrete column and a steel frame beam constructed by the method of the present invention. FIG. 1 is a view taken along the line II of FIG. 2 and FIG. 3, and FIG. View II-II
3 and FIG. 3 are perspective views of the upper and lower joining fittings, FIG. 5 is a perspective view of the intermediate joining fittings, and FIG.
FIG. 7 and FIG. 7 are respectively a cross-sectional plan view and a vertical cross-sectional view showing a joint between a reinforced concrete column and a steel frame beam constructed by the conventional method. (A) …… Reinforced concrete column (B) (B ′) …… Steel beam, (1) (1 ′) …… Vertical flat steel plate (2) …… Horizontal slot, (3) …… Square frame (4) (4 ') …… Cross-shaped vertical stop steel strip (5) …… Mainly in the shape of a letter, (6) …… Joint piece (7) …… Bolt hole, (8) …… Flange (9) …… Column main bar, (10) …… Web (11) …… Bolt, (13) …… Concrete

Claims (3)

    【特許請求の範囲】[Claims]
  1. 【請求項1】鉄筋コンクリート柱と同柱に互いに直交す
    る二方向に配設された各1対の鉄骨梁との接合部の上下
    に、各自由端に水平溝孔が欠截された垂直平鋼板を十文
    字状に交叉してなる上下各接合金具を配設するととも
    に、前記接合部の中間部に、垂直帯鋼板よりなる田字型
    主体の四周より外側に接合部片が突設された中間接合金
    具を前記主体に柱主筋が囲繞されるように配設し、前記
    上下各接合金具における各垂直鋼板自由端の水平溝孔を
    相対する各1対の鉄骨梁の各フランジに係合、溶着する
    とともに、前記中間接合金具における接合部片を相対す
    る各1対の鉄骨梁の各ウエブに接合したのち、前記接合
    部にコンクリートを打設することを特徴とする鉄筋コン
    クリート柱と鉄骨梁との接合工法。
    1. A vertical flat steel plate in which horizontal groove holes are cut at each free end above and below a joint between a reinforced concrete column and a pair of steel beams arranged in the column in two directions orthogonal to each other. The upper and lower joint fittings formed by crossing in a cross shape are arranged, and the middle joint of the joint portion is formed by projecting joint piece pieces outside the four circumferences of the T-shaped main body made of vertical strip steel plate. The metal fittings are arranged so as to surround the column main bars around the main body, and the horizontal groove holes of the free ends of the vertical steel plates in the upper and lower joining metal fittings are engaged with and welded to the respective flanges of the pair of steel frame beams facing each other. At the same time, after joining the joint pieces of the intermediate joint metal fitting to the respective webs of the pair of steel beam beams facing each other, concrete is placed in the joint portions, and the joining method of the reinforced concrete column and the steel beam .
  2. 【請求項2】前記上下接合金具は、各自由端縁に水平溝
    孔が欠截された各一双の互いに平行に配設された垂直平
    鋼板を十文字状に交叉、結合してなる請求項1記載の鉄
    筋コンクリート柱と鉄骨梁との接合工法。
    2. The upper and lower joint fittings are formed by crossing and connecting in a cross shape a pair of vertical flat steel plates arranged in parallel with each other, each free end edge of which is provided with a horizontal slot. Method for joining reinforced concrete columns and steel beams as described.
  3. 【請求項3】垂直帯鋼板より構成された方形枠内に、十
    字型幅止垂直帯鋼板一体に結合してなる田字型主体にお
    ける前記方形枠の外側面より、前記幅止垂直帯鋼板の延
    長方向に、先端部にボルト孔を有する接合部片を突設し
    てなる請求項1記載の鉄筋コンクリート柱と鉄骨梁との
    接合工法。
    3. A rectangular frame composed of vertical strip steel plates, wherein a cross-shaped width stop vertical strip steel plate is integrally joined to form a cross-shaped vertical strip steel plate from the outer surface of the square frame. The method for joining a reinforced concrete column and a steel frame beam according to claim 1, wherein a joining piece having a bolt hole at its tip is provided in a projecting manner in the extension direction.
JP23971388A 1988-09-27 1988-09-27 Method for joining reinforced concrete columns and steel beams Expired - Lifetime JPH0711156B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23971388A JPH0711156B2 (en) 1988-09-27 1988-09-27 Method for joining reinforced concrete columns and steel beams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23971388A JPH0711156B2 (en) 1988-09-27 1988-09-27 Method for joining reinforced concrete columns and steel beams

Publications (2)

Publication Number Publication Date
JPH0288832A JPH0288832A (en) 1990-03-29
JPH0711156B2 true JPH0711156B2 (en) 1995-02-08

Family

ID=17048817

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23971388A Expired - Lifetime JPH0711156B2 (en) 1988-09-27 1988-09-27 Method for joining reinforced concrete columns and steel beams

Country Status (1)

Country Link
JP (1) JPH0711156B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005098078A (en) * 2003-08-29 2005-04-14 Satokou:Kk Building unit and its joint structure
KR101036915B1 (en) * 2009-05-19 2011-05-26 재단법인 포항산업과학연구원 Structure for jointing reinforced concrete column and steel beam

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0765334B2 (en) * 1989-03-31 1995-07-19 鹿島建設株式会社 Note-beam joint structure
JP2504288B2 (en) * 1990-05-21 1996-06-05 鹿島建設株式会社 Reinforced concrete column-steel beam joint structure
NZ610739A (en) 2012-05-18 2014-04-30 Neturen Co Ltd Rebar structure and reinforced concrete member
JP6193543B2 (en) * 2012-06-08 2017-09-06 高周波熱錬株式会社 Rebar structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005098078A (en) * 2003-08-29 2005-04-14 Satokou:Kk Building unit and its joint structure
KR101036915B1 (en) * 2009-05-19 2011-05-26 재단법인 포항산업과학연구원 Structure for jointing reinforced concrete column and steel beam

Also Published As

Publication number Publication date
JPH0288832A (en) 1990-03-29

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