JPH0728244Y2 - Beam-joining hardware at column-beam joints - Google Patents

Beam-joining hardware at column-beam joints

Info

Publication number
JPH0728244Y2
JPH0728244Y2 JP1988108920U JP10892088U JPH0728244Y2 JP H0728244 Y2 JPH0728244 Y2 JP H0728244Y2 JP 1988108920 U JP1988108920 U JP 1988108920U JP 10892088 U JP10892088 U JP 10892088U JP H0728244 Y2 JPH0728244 Y2 JP H0728244Y2
Authority
JP
Japan
Prior art keywords
reinforced concrete
column
flat plate
concrete column
steel frame
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 - Fee Related
Application number
JP1988108920U
Other languages
Japanese (ja)
Other versions
JPH0230401U (en
Inventor
光政 山本
昭夫 富田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP1988108920U priority Critical patent/JPH0728244Y2/en
Publication of JPH0230401U publication Critical patent/JPH0230401U/ja
Application granted granted Critical
Publication of JPH0728244Y2 publication Critical patent/JPH0728244Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は鉄筋コンクリート柱と鉄骨梁との接合部にお
いて接合される鉄骨梁を同時に接続する、柱・梁接合部
における梁接合用金物に関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a beam-joining metal fitting for a column-beam joint, which simultaneously connects steel beams to be joined at the joint between a reinforced concrete column and a steel beam. is there.

〔考案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の接合は通常、接合用の
金物に頼らざるを得ないが、その金物は打設コンクリー
トの流動性と配筋の施工性を妨げない構造、形状である
必要があり、この要求に適った金物を出願人は実開昭63
−12504号、実開昭63−102803号等において種々提案し
ている。
[Problems to be solved by the invention] Normally, the joining of reinforced concrete columns and steel beams must rely on the metal fittings, but the metal fittings do not hinder the fluidity of the cast concrete and the workability of the reinforcement. Applicant is required to provide a metal fitting that meets this requirement.
Various proposals have been made in No. 12504 and No. 63-102803.

これらの梁接合用の金物は柱と梁間に跨設され、梁にボ
ルト接合される平板部とこれを連結する連結部とからな
るもので、主として鉄筋コンクリート柱中に埋め込まれ
る連結部の付着耐力によって梁からの力を柱に伝達する
機構であるが、本考案はこれら既出願考案の応力伝達機
構を踏まえてなされたもので、さらに応力の伝達効果の
高い構造の金物で、しかも製作が容易でありかつ柱コン
クリートの打設時にコンクリートのまわりのよい金物を
新たに提案しようとするものである。
These metal fittings for beam connection are laid between columns and beams, and consist of a flat plate part that is bolted to the beam and a connection part that connects them, mainly due to the adhesion strength of the connection part embedded in the reinforced concrete column. This is a mechanism for transmitting the force from the beam to the pillar.The present invention was made based on the stress transmitting mechanism of the above-mentioned inventions, and it is a metal structure with a high stress transmitting effect and easy to manufacture. It is intended to propose a new metal object around the concrete when it is placed.

〔課題を解決するための手段〕[Means for Solving the Problems]

この考案では鉄筋コンクリート柱に突き合わせられる鉄
骨梁それぞれのフランジにボルト接合される、複数のボ
ルト孔を有する平板部を鉄筋コンクリート柱内で十字状
に直交して連結する一列の連結部を鉛直方向に縦長の断
面形状に形成することにより梁からの力を、その作用方
向に直交する方向の連結部に働く支圧応力によって鉄筋
コンクリート柱に伝達する機構とし、応力の伝達効果を
高める。
In this invention, a single row of connecting portions, which are bolted to respective flanges of steel beams that are butted to a reinforced concrete column and which connect a flat plate portion having a plurality of bolt holes orthogonally in a cross shape in the reinforced concrete column, are vertically long. By forming it in a cross-sectional shape, the force from the beam is transmitted to the reinforced concrete column by the bearing stress acting on the connecting portion in the direction orthogonal to its acting direction, and the stress transmitting effect is enhanced.

〔実施例〕〔Example〕

以下この考案を一実施例を示す図面に基づいて説明す
る。
The present invention will be described below with reference to the drawings showing an embodiment.

この考案の梁接合用金物1(以下金物1)は第1図とそ
の使用例を示す第2図のように鉄骨梁3のフランジにボ
ルト4により接合される平板部1aと平板部1aを鉄筋コン
クリート柱2内で十字状に直交して連結する一列の連結
部1bとからなり、鉄筋コンクリート柱2に2方向に接合
される鉄骨梁3、3間に跨設され、これらを同時に接続
するものである。平板部1aには複数個のボルト孔1cが明
けられる。
As shown in FIG. 1 and FIG. 2 showing an example of its use, the beam-joining metal fitting 1 of the present invention (hereinafter referred to as “metal fitting 1”) is made of reinforced concrete with a flat plate portion 1a and a flat plate portion 1a joined to a flange of a steel frame beam 3 by bolts 4. It is composed of a row of connecting portions 1b that are connected in a cross shape in the pillar 2 at right angles, and is laid across the steel beams 3, 3 that are joined to the reinforced concrete pillar 2 in two directions, and these are connected at the same time. . A plurality of bolt holes 1c are formed in the flat plate portion 1a.

一列の連結部1bは図示するように平板部1aの面に対して
垂直な、鉛直方向に縦長の断面形状をしており、この鉄
筋コンクリート柱2中に埋め込まれる、縦長の連結部1b
によって金物1は鉄骨梁3に作用する引張、もしくは圧
縮力をその方向に直交する方向の連結部1bの支圧応力と
して鉄筋コンクリート柱2に伝達する機構となってい
る。
As shown in the figure, the one-row connecting portion 1b has a vertically long cross-sectional shape perpendicular to the plane of the flat plate portion 1a, and is embedded in the reinforced concrete column 2 so as to be vertically long.
Thus, the metal 1 has a mechanism for transmitting a tensile or compressive force acting on the steel beam 3 to the reinforced concrete column 2 as a bearing stress of the connecting portion 1b in a direction orthogonal to the direction.

金物1は、例えば第3図−I、IIに示すように鉄骨梁3
に接合される平板部1aおよびこれに連続する連結部1bを
ユニットとして鍛造、または鋳造等により製造し、設計
寸法に合わせ、その連結部1bの余長部分を第3図−I、
IIに示すように切断し、さらにIIIに示すように鉄骨梁
3の本数分組み合わせ、各連結部1bの突き合わせ箇所を
エレクトロスラグ溶接等によって一体化し、製作され
る。
The hardware 1 is, for example, as shown in FIGS.
The flat plate portion 1a and the connecting portion 1b continuous with the flat portion 1a are manufactured as a unit by forging, casting or the like, and the extra length portion of the connecting portion 1b is shown in FIG.
This is manufactured by cutting as shown in II, combining as many as the number of steel beams 3 as shown in III, and integrating the abutting portions of the connecting portions 1b by electroslag welding or the like.

第4図は金物1の他の製作例として、連結部1bの中心部
を厚肉にし、平板部1aから伝わる軸方向力とそれに抵抗
する支圧応力に対して補強した場合を示したものであ
る。
FIG. 4 shows another manufacturing example of the metal 1 in which the central portion of the connecting portion 1b is thickened to reinforce the axial force transmitted from the flat plate portion 1a and the bearing stress that resists it. is there.

第5図は鉄筋コンクリート柱2の主筋2aが金物1の平板
部1aを貫通して配筋される場合の施工例を示したもので
あるが、この場合平板部1aに主筋2a挿通用に穿設される
孔1dに主筋2aを差し込んでおくことにより金物1を鉄筋
コンクリート柱2側の柱主筋に組み込み、位置決めして
おくことができるという利点がある。
FIG. 5 shows a construction example in which the main bar 2a of the reinforced concrete column 2 is laid out by penetrating the flat plate part 1a of the hardware 1. In this case, the flat bar part 1a is drilled for inserting the main bar 2a. By inserting the main bar 2a into the hole 1d to be formed, there is an advantage that the metal 1 can be incorporated into the column main bar on the side of the reinforced concrete column 2 and positioned.

第6図は金物1の形成パターンを示したものである。I
は基本タイプで、鉄筋コンクリート柱2が中柱の場合、
IIは側柱の場合、IIIは隅柱の場合であり、金物1は鉄
筋コンクリート柱2の配置箇所、すなわち接合される鉄
骨梁3の本数に応じてそれぞれ十字形、T形、L形に形
成される。
FIG. 6 shows a formation pattern of the metal piece 1. I
Is a basic type, and if the reinforced concrete pillar 2 is a middle pillar,
II is a case of a side pillar, III is a case of a corner pillar, and the hardware 1 is formed in a cross shape, a T shape, or an L shape depending on the location of the reinforced concrete pillars 2, that is, the number of steel beams 3 to be joined. It

〔考案の効果〕[Effect of device]

この考案は以上の通りであり、従来の連結部が二列で井
状をなす場合よりも製作が容易であり、また金物の鉄筋
コンクリート中に埋設される一列の連結部を縦長の断面
形状にしたものであるため鉄骨梁からの力を主として支
圧応力としてコンクリート柱に伝達する機構となり、応
力の伝達効果が高く、かつ確実・明快となる。
This invention is as described above, and it is easier to fabricate than the conventional case where the connecting portion has a two-row well shape, and the one-row connecting portion embedded in the metal reinforced concrete has a vertically long cross-sectional shape. Since it is a structure, it becomes a mechanism that mainly transfers the force from the steel beam to the concrete column as bearing stress, which has a high stress transfer effect and is reliable and clear.

また連結部は一列で鉛直方向を向いているため従来の連
結部が二列で井状をなすものより柱部分の打設コンクリ
ートの流動性が良好である。すなわち打設コンクリート
のまわり込みがよい。
Further, since the connecting portions are in one row and are oriented in the vertical direction, the flowability of the cast concrete in the column portion is better than that of the conventional two-row connecting portions that form a well. That is, it is better to wrap around the cast concrete.

【図面の簡単な説明】[Brief description of drawings]

第1図−I、IIはこの考案の製作例を示したそれぞれ平
面図、立面図、第2図−I、IIはその使用状態を示した
それぞれ平面図、立面図、第3図−I、II、IIIは金物
の製作要領を示したそれぞれ平面図、立面図、平面図、
第4図−I、IIは他の製作例を示したそれぞれ平面図、
立面図、第5図−I、IIは柱主筋が挿通される場合の実
施例を示したそれぞれ平面図、立面図、第6図−I、I
I、IIIは金物の形成パターンを示した平面図である。 1…梁接合用金物、1a…平板部、1b…連結部、1c…ボル
ト孔、1d…孔、2…鉄筋コンクリート柱、2a…主筋、3
…鉄骨梁、4…ボルト。
FIGS. 1-I and II are plan views and elevation views showing the manufacturing example of the present invention, and FIGS. 2-I and II are plan views, elevation views and FIG. I, II, and III are the plan view, elevation view, and plan view, respectively, showing the manufacturing procedure of the metal object.
Fig. 4-I and II are plan views showing other fabrication examples,
An elevation view, FIGS. 5 -I and II show an embodiment in which a main column bar is inserted, respectively, a plan view, an elevation view, and FIGS. 6 -I and I.
3A and 3B are plan views showing the formation pattern of metal objects. DESCRIPTION OF SYMBOLS 1 ... Beam joining hardware, 1a ... Flat plate part, 1b ... Connection part, 1c ... Bolt hole, 1d ... Hole, 2 ... Reinforced concrete pillar, 2a ... Main bar, 3
… Steel beams, 4… Bolts.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】鉄筋コンクリート柱と鉄骨梁との接合部に
配置され、鉄筋コンクリート柱に接合される鉄骨梁間に
跨がってこれらを同時に接続する梁接合用金物であり、
各鉄骨梁のフランジにボルト接合される、複数のボルト
孔を有する水平な平板部と平板部を鉄筋コンクリート柱
内で十字状に直交して連結する一列の連結部とからな
り、連結部は鉛直方向に縦長の断面形状をしていること
を特徴とする柱・梁接合部における梁接合用金物。
1. A beam-joining metal fitting which is arranged at a joint between a reinforced concrete column and a steel frame beam and which simultaneously connects these across a steel frame beam joined to the reinforced concrete column,
It consists of a horizontal flat plate part with multiple bolt holes that is bolted to the flange of each steel frame beam, and a row of connecting parts that connect the flat plate parts in a cross shape orthogonally in the reinforced concrete column. A beam-joining metal fitting for a column-beam joint, which has a vertically long cross-section.
JP1988108920U 1988-08-19 1988-08-19 Beam-joining hardware at column-beam joints Expired - Fee Related JPH0728244Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988108920U JPH0728244Y2 (en) 1988-08-19 1988-08-19 Beam-joining hardware at column-beam joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988108920U JPH0728244Y2 (en) 1988-08-19 1988-08-19 Beam-joining hardware at column-beam joints

Publications (2)

Publication Number Publication Date
JPH0230401U JPH0230401U (en) 1990-02-27
JPH0728244Y2 true JPH0728244Y2 (en) 1995-06-28

Family

ID=31344703

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988108920U Expired - Fee Related JPH0728244Y2 (en) 1988-08-19 1988-08-19 Beam-joining hardware at column-beam joints

Country Status (1)

Country Link
JP (1) JPH0728244Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63108920A (en) * 1986-10-27 1988-05-13 Nippon Steel Corp Manufacture of steel sleeper having pawl
JPH0439922Y2 (en) * 1986-12-23 1992-09-18

Also Published As

Publication number Publication date
JPH0230401U (en) 1990-02-27

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