JPH0790930A - Joint unit between reinforced concrete column and steel framed beam - Google Patents
Joint unit between reinforced concrete column and steel framed beamInfo
- Publication number
- JPH0790930A JPH0790930A JP23690793A JP23690793A JPH0790930A JP H0790930 A JPH0790930 A JP H0790930A JP 23690793 A JP23690793 A JP 23690793A JP 23690793 A JP23690793 A JP 23690793A JP H0790930 A JPH0790930 A JP H0790930A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- steel pipe
- reinforced concrete
- concrete column
- 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.)
- Pending
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は、鉄筋コンクリート柱
と鉄骨梁とが交差する部分の接続構造体となる仕口ユニ
ットに関し、特に、鉄骨梁と連続するＨ型鋼からなる水
平鉄骨部材が鉄筋コンクリート柱を貫通する梁貫通式の
仕口ユニットに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection unit which serves as a connecting structure at a portion where a reinforced concrete column and a steel beam intersect with each other. The present invention relates to a beam penetrating type connection unit.
【０００２】[0002]
【従来の技術】鉄筋コンクリート柱と鉄骨梁との仕口部
の構造としては、図１に示すような梁貫通式が代表的な
ものの１つである。これは交差部において鉄骨梁側を主
体とするもので、図１（Ａ）のように、両端部に鉄骨梁
が連結されるＨ型鋼からなる水平鉄骨部材１が鉄筋コン
クリート柱２を貫通している。つまり鉄骨梁の一部であ
る水平鉄骨部材１の下方および上方にそれぞれ鉄筋コン
クリート柱２を構築した形になっている。2. Description of the Related Art As a structure of a joint between a reinforced concrete column and a steel frame beam, a beam penetration type as shown in FIG. 1 is one of the typical ones. This is mainly on the side of the steel beam at the intersection, and as shown in FIG. 1 (A), a horizontal steel frame member 1 made of H-shaped steel, to which the steel beam is connected at both ends, penetrates the reinforced concrete column 2. . In other words, the reinforced concrete columns 2 are constructed below and above the horizontal steel frame member 1 which is a part of the steel beam.
【０００３】図１（Ａ）のような簡単な梁貫通式仕口構
造では、例えば矢印ａで示すように梁を介して柱に大き
な曲げ力が作用すると、水平鉄骨部材１の上下のフラン
ジと接する鉄筋コンクリート柱２のｂ部分やｃ部分が支
圧破壊しやすいという問題がある。そこで図１（Ｂ）に
示すように、水平鉄骨部材１の中間部分に補強用の鋼管
部材３を垂直に貫通して一体的に取り付ける構造が知ら
れている（実公昭６１−３４４０４号）。このように取
り付けた鋼管部材３を鉄筋コンクリート柱２に埋め込む
ことで、柱に生じる曲げ応力の一部を鋼管部材３が負担
することになり、前記のような柱コンクリートの支圧破
壊を抑制することができる。In a simple beam penetration type joint structure as shown in FIG. 1 (A), when a large bending force acts on the column via the beam as shown by an arrow a, the upper and lower flanges of the horizontal steel frame member 1 are There is a problem that the b portion and the c portion of the reinforced concrete column 2 which are in contact with each other are easily fractured by bearing pressure. Therefore, as shown in FIG. 1 (B), there is known a structure in which a reinforcing steel pipe member 3 is vertically penetrated and integrally attached to an intermediate portion of the horizontal steel frame member 1 (Japanese Utility Model Publication No. 61-34404). By embedding the steel pipe member 3 thus mounted in the reinforced concrete column 2, the steel pipe member 3 bears part of the bending stress generated in the column, and suppresses the bearing failure of the column concrete as described above. You can
【０００４】[0004]
【発明が解決しようとする課題】図１（Ｂ）のように水
平鉄骨部材１に補強用鋼管部材３を貫通交差して一体的
に取り付けた従来の構造では、そのような構造ユニット
（仕口ユニット）の製作が非常に面倒で、製作コストが
高くて実用的でなかった。つまりＨ型鋼からなる水平鉄
骨部材１の上下のフランジおよび中間のウェブを貫くよ
うに穴あけ加工を行い（フランジ水平面およびウェブ垂
直面の一部を切除する）、その穴に鋼管部材３を貫通さ
せて両者を溶接する。このような加工は相当に面倒なも
のである。As shown in FIG. 1 (B), in the conventional structure in which the reinforcing steel pipe member 3 is integrally attached to the horizontal steel member 1 so as to penetrate therethrough, such a structural unit (joint) is used. The production of the unit) was very troublesome, and the production cost was high and not practical. That is, drilling is performed so as to penetrate through the upper and lower flanges and the intermediate web of the horizontal steel member 1 made of H-shaped steel (cut off a part of the flange horizontal surface and the web vertical surface), and the steel pipe member 3 is passed through the hole. Weld both. Such processing is considerably troublesome.
【０００５】この発明は前述した従来の問題点に鑑みな
されたもので、その目的は、仕口部における鉄筋コンク
リート柱の支圧破壊を効果的に抑制することができると
ともに、製作が容易で低コストな仕口ユニットを提供す
ることにある。The present invention has been made in view of the above-mentioned conventional problems, and an object thereof is to effectively suppress the bearing failure of the reinforced concrete column in the joint portion, and to make it easy to manufacture at low cost. It is to provide a special unit.
【０００６】[0006]
【課題を解決するための手段】この発明の仕口ユニット
は、両端部にそれぞれ鉄骨梁が連結されるＨ型鋼からな
る水平鉄骨部材と、この水平鉄骨部材の長手方向の中央
部の上部フランジに垂直に溶接された鋼管からなり、仕
口部の上方の鉄筋コンクリート柱内に埋め込まれる上部
垂直鋼管部材と、前記水平鉄骨部材の長手方向の中央部
の下部フランジに垂直に溶接された鋼管からなり、仕口
部の下方の鉄筋コンクリート柱内に埋め込まれる下部垂
直鋼管部材とを備えたものである。A joint unit of the present invention comprises a horizontal steel frame member made of H-shaped steel having steel frame beams connected to both ends, and an upper flange at a central portion in the longitudinal direction of the horizontal steel frame member. Consisting of a vertically welded steel pipe, consisting of an upper vertical steel pipe member embedded in a reinforced concrete column above the joint, and a steel pipe welded vertically to the lower central flange of the horizontal steel member in the longitudinal direction, And a lower vertical steel pipe member embedded in a reinforced concrete column below the joint.
【０００７】[0007]
【作用】前記上部垂直鋼管部材および下部垂直鋼管部材
が鉄筋コンクリート柱中に埋め込まれることで、柱に生
じる曲げ応力の一部を両鋼管部材が負担することにな
り、前記水平鉄骨部材の上下のフランジ面と接する部分
の柱コンクリートの支圧破壊を抑制することができる。
また両鋼管部材は水平鉄骨部材の上下のフランジ面に溶
接されるので、従来のように水平鉄骨部材に鋼管部材取
り付けようの貫通穴を加工する必要がない。By embedding the upper vertical steel pipe member and the lower vertical steel pipe member in the reinforced concrete column, both steel pipe members bear a part of the bending stress generated in the column, and the upper and lower flanges of the horizontal steel frame member. It is possible to suppress bearing failure of column concrete in contact with the surface.
Further, since both steel pipe members are welded to the upper and lower flange surfaces of the horizontal steel member, it is not necessary to form a through hole for attaching the steel pipe member to the horizontal steel member as in the conventional case.
【０００８】[0008]
【実施例】この発明による仕口ユニットの基本的な実施
例の構成を図２および図３に示している。両図の仕口ユ
ニットは、両端部にそれぞれ鉄骨梁が連結されるＨ型鋼
からなる水平鉄骨部材１と、この水平鉄骨部材１の長手
方向の中央部の上部フランジ１ａに垂直に溶接された鋼
管からなり、仕口部の上方の鉄筋コンクリート柱２内に
埋め込まれる上部垂直鋼管部材４ａと、水平鉄骨部材１
の長手方向の中央部の下部フランジ１ｂに垂直に溶接さ
れた鋼管からなり、仕口部の下方の鉄筋コンクリート柱
２内に埋め込まれる下部垂直鋼管部材４ｂとを備えたも
のである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The construction of a basic embodiment of a finishing unit according to the present invention is shown in FIGS. The joint units in both figures are horizontal steel frame members 1 made of H-shaped steel, to which steel beams are connected at both ends, and a steel pipe vertically welded to an upper flange 1a at the central portion of the horizontal steel frame members 1 in the longitudinal direction. And an upper vertical steel pipe member 4a embedded in a reinforced concrete column 2 above the joint, and a horizontal steel member 1
And a lower vertical steel pipe member 4b which is made of a steel pipe vertically welded to a lower flange 1b at the center in the longitudinal direction and is embedded in the reinforced concrete column 2 below the joint.
【０００９】鋼管部材４ａ、４ｂは横断面が正方形の角
筒であり、その一辺の寸法は水平鉄骨部材１（Ｈ型鋼）
のフランジ１ａ、１ｂの幅寸法とほぼ等しい。上部垂直
鋼管部材４ａの下端がフランジ１ａの上面に接合されて
溶接され、下部垂直鋼管部材４ｂの上端がフランジ１ｂ
の下面に接合されて溶接されている。図３のように上部
垂直鋼管部材４ａおよび下部垂直鋼管部材４ｂが鉄筋コ
ンクリート柱２中に埋め込まれることで、柱に生じる曲
げ応力の一部を両鋼管部材４ａ、４ｂが負担することに
なり、前記水平鉄骨部材１の上下のフランジ面と接する
部分の柱コンクリートの支圧破壊を抑制することができ
る。The steel pipe members 4a and 4b are square tubes having a square cross section, and the dimension of one side thereof is the horizontal steel frame member 1 (H-shaped steel).
The widths of the flanges 1a and 1b are substantially the same. The lower end of the upper vertical steel pipe member 4a is joined to the upper surface of the flange 1a and welded, and the upper end of the lower vertical steel pipe member 4b is the flange 1b.
Is welded to the lower surface of the. By embedding the upper vertical steel pipe member 4a and the lower vertical steel pipe member 4b in the reinforced concrete column 2 as shown in FIG. 3, both steel pipe members 4a and 4b bear part of the bending stress generated in the column. It is possible to suppress the bearing failure of the column concrete in the portion in contact with the upper and lower flange surfaces of the horizontal steel member 1.
【００１０】図３のように、仕口ユニットを鉄筋コンク
リート柱２の所定部位に配設して柱を構築する工事の手
順は従来と特に変るものではない。つまり、柱用の型枠
の上端に前記仕口ユニットを配置し、さらにその上部に
柱用の型枠を連設する。このとき仕口ユニットの中央部
のまわりにも柱用の型枠と連続する型枠を設置するが、
この仕口部用の型枠に相当するコンクリート塞ぎ板部材
を予め仕口ユニットに取り付けておけば、現場での工事
が簡単になる。そのような実施例を図４に示している。
つまり図４では、水平鉄骨部材１の長手方向の中央部の
ウェブの周辺を取り囲むように当該水平鉄骨部材１にコ
の字型に折り曲げられた鉄板からなる塞ぎ板部材５ａ、
５ｂを溶接により取り付けており、この２つの塞ぎ板部
材からなる角筒が鉄筋コンクリート柱２の仕口部にコン
クリートを打設する際の型枠となる。As shown in FIG. 3, the procedure of the construction for arranging the connection unit at a predetermined portion of the reinforced concrete column 2 to construct the column is not particularly different from the conventional procedure. That is, the port unit is arranged at the upper end of the pillar formwork, and the pillar formwork is continuously provided on the upper part thereof. At this time, a formwork that is continuous with the formwork for the pillar is also installed around the center of the unit.
If a concrete closing plate member corresponding to the mold for the joint portion is attached to the joint unit in advance, the construction at the site becomes easy. Such an embodiment is shown in FIG.
That is, in FIG. 4, the closing plate member 5a made of an iron plate bent in a U-shape in the horizontal steel member 1 so as to surround the periphery of the web at the central portion in the longitudinal direction of the horizontal steel member 1,
5b is attached by welding, and a square cylinder composed of these two closing plate members serves as a formwork when pouring concrete into the joint portion of the reinforced concrete column 2.
【００１１】また、前記仕口ユニットを現場に設置して
からでは下部垂直鋼管部材４ｂ内にコンクリートを充填
するのは難しいので、当該仕口ユニットの工場生産段階
で下部垂直鋼管部材４ｂ内にコンクリートを充填してお
いても良い。Further, since it is difficult to fill the lower vertical steel pipe member 4b with concrete after the finishing unit is installed on site, concrete is not filled in the lower vertical steel pipe member 4b at the factory production stage of the relevant finishing unit. May be filled.
【００１２】以上の実施例は同一直線上にある２本の鉄
骨梁と鉄筋コンクリート柱とが交差する場合の仕口ユニ
ットであるが、本発明はこのような実施例に限定される
ものではなく、３本の鉄骨梁と柱との仕口ユニットや、
４本の鉄骨梁と柱との仕口ユニットについても本発明を
同様に適用することができる。図５には４本の鉄骨梁と
柱用の仕口ユニットの構成を示している。つまり図５の
実施例では、図２の構成の仕口ユニットにおける水平鉄
骨部材１の中央両側にやはりＨ型鋼からなる２本の水平
鉄骨部材６ａと６ｂを直交配置して溶接している。この
水平鉄骨部材６ａ、６ｂにもそれぞれ鉄骨梁が連結され
る。なお、図５の実施例に対しても図４で説明したよう
な型枠となる塞ぎ板部材を一体的に取り付けておくこと
ができる。The above embodiment is a connection unit in the case where two steel beams on the same straight line intersect with a reinforced concrete column, but the present invention is not limited to such an embodiment. A unit that connects three steel beams and columns,
The present invention can be similarly applied to a unit for connecting four steel beams and columns. FIG. 5 shows the structure of the four steel beam and column connection units. That is, in the embodiment of FIG. 5, two horizontal steel members 6a and 6b, which are also made of H-shaped steel, are orthogonally arranged and welded on both sides of the center of the horizontal steel member 1 in the port unit having the configuration of FIG. Steel beams are also connected to the horizontal steel members 6a and 6b, respectively. It should be noted that the closing plate member serving as the mold as described with reference to FIG. 4 can be integrally attached to the embodiment of FIG.
【００１３】[0013]
【発明の効果】以上詳細に説明したように、この発明の
仕口ユニットを用いれば、上部垂直鋼管部材および下部
垂直鋼管部材が鉄筋コンクリート柱中に埋め込まれるこ
とで、柱に生じる曲げ応力の一部を両鋼管部材が負担す
ることになり、前記水平鉄骨部材の上下のフランジ面と
接する部分の柱コンクリートの支圧破壊を抑制すること
ができる。また両鋼管部材は水平鉄骨部材の上下のフラ
ンジ面に溶接されるので、従来のように水平鉄骨部材に
鋼管部材取り付けようの貫通穴を加工する必要がなく、
その製作は従来に比べてきわめて簡単であり、従って低
コストとなる。As described in detail above, when the connection unit of the present invention is used, the upper vertical steel pipe member and the lower vertical steel pipe member are embedded in the reinforced concrete column, so that a part of the bending stress generated in the column. Since both steel pipe members bear the load, it is possible to suppress the bearing failure of the column concrete in the portion in contact with the upper and lower flange surfaces of the horizontal steel member. Further, since both steel pipe members are welded to the upper and lower flange surfaces of the horizontal steel frame member, it is not necessary to form a through hole for attaching the steel pipe member to the horizontal steel frame member as in the conventional case,
Its fabrication is much simpler than before and is therefore low cost.
【図１】従来の仕口構造の概略図である。FIG. 1 is a schematic view of a conventional joint structure.
【図２】この発明の第１の実施例による仕口ユニットの
斜視図である。FIG. 2 is a perspective view of a finishing unit according to the first embodiment of the present invention.
【図３】同上実施例の仕口ユニットを鉄筋コンクリート
柱に付設した状態の概略図である。FIG. 3 is a schematic view of a state in which the connection unit of the above-mentioned embodiment is attached to a reinforced concrete column.
【図４】この発明の第２の実施例による仕口ユニットの
斜視図である。FIG. 4 is a perspective view of a finishing unit according to a second embodiment of the present invention.
【図５】この発明の第３の実施例による仕口ユニットの
斜視図である。FIG. 5 is a perspective view of a finishing unit according to a third embodiment of the present invention.
１ 水平鉄骨部材（Ｈ型鋼） １ａ 上部フランジ １ｂ 下部フランジ ２ 鉄筋コンクリート柱 ３ 鋼管部材（従来） ４ａ 上部垂直鋼管部材 ４ｂ 下部垂直鋼管部材 ５ａ、５ｂ 塞ぎ板部材 ６ａ、６ｂ 水平鉄骨部材（Ｈ型鋼） 1 Horizontal Steel Member (H-Shaped Steel) 1a Upper Flange 1b Lower Flange 2 Reinforced Concrete Column 3 Steel Pipe Member (Conventional) 4a Upper Vertical Steel Pipe Member 4b Lower Vertical Steel Pipe Member 5a, 5b Closure Plate Member 6a, 6b Horizontal Steel Member (H-Shaped Steel)
Claims (2)
型鋼からなる水平鉄骨部材と、この水平鉄骨部材の長手
方向の中央部の上部フランジに垂直に溶接された鋼管か
らなり、仕口部の上方の鉄筋コンクリート柱内に埋め込
まれる上部垂直鋼管部材と、前記水平鉄骨部材の長手方
向の中央部の下部フランジに垂直に溶接された鋼管から
なり、仕口部の下方の鉄筋コンクリート柱内に埋め込ま
れる下部垂直鋼管部材とを備えたことを特徴とする鉄筋
コンクリート柱と鉄骨梁との仕口ユニット。1. A steel frame beam H connected to both ends
A horizontal steel member made of shaped steel, and a steel pipe vertically welded to the upper flange of the central portion in the longitudinal direction of the horizontal steel member, and an upper vertical steel pipe member embedded in a reinforced concrete column above the joint portion, and A reinforced concrete column characterized by comprising a steel pipe vertically welded to a lower flange at a central portion in the longitudinal direction of a horizontal steel member, and a lower vertical steel pipe member embedded in a reinforced concrete column below a joint portion, and A connection unit with steel beams.
ウェブの周辺を取り囲むように当該水平鉄骨部材に垂直
に取り付けられた垂直な板部材からなり、前記鉄筋コン
クリート柱の仕口部にコンクリートを打設する際の型枠
となる塞ぎ板部材を備えたことを特徴とする請求項１に
記載の鉄筋コンクリート柱と鉄骨梁との仕口ユニット。2. The horizontal steel frame member comprises a vertical plate member vertically attached to the horizontal steel frame member so as to surround the periphery of the central web in the longitudinal direction, and concrete is added to the joint portion of the reinforced concrete column. The connection unit between a reinforced concrete column and a steel beam according to claim 1, further comprising a closing plate member that serves as a form for placing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23690793A JPH0790930A (en) | 1993-09-22 | 1993-09-22 | Joint unit between reinforced concrete column and steel framed beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23690793A JPH0790930A (en) | 1993-09-22 | 1993-09-22 | Joint unit between reinforced concrete column and steel framed beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0790930A true JPH0790930A (en) | 1995-04-04 |
Family
ID=17007526
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23690793A Pending JPH0790930A (en) | 1993-09-22 | 1993-09-22 | Joint unit between reinforced concrete column and steel framed beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0790930A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366361A (en) * | 2017-08-30 | 2017-11-21 | 中建七局安装工程有限公司 | A kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint |
-
1993
- 1993-09-22 JP JP23690793A patent/JPH0790930A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366361A (en) * | 2017-08-30 | 2017-11-21 | 中建七局安装工程有限公司 | A kind of concrete-filled steel tube shear wall, steel core concrete column and steel beam connecting joint |
| CN107366361B (en) * | 2017-08-30 | 2023-11-14 | 中建七局安装工程有限公司 | Steel pipe concrete shear wall, steel pipe concrete column and girder steel connected node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2927402B2 (en) | Column-beam joint structure of concrete building | |
| JP2001032377A (en) | Joint structure between reinforced concrete column and reinforced beam | |
| JPH0441829A (en) | Pillar/beam joint and its execution method | |
| JPH06272304A (en) | Junction structure of reinforced concrete column and steel framed beam | |
| JPH0790930A (en) | Joint unit between reinforced concrete column and steel framed beam | |
| JP2005036598A (en) | Damping structure | |
| JPH0711156B2 (en) | Method for joining reinforced concrete columns and steel beams | |
| JP2672466B2 (en) | Joint structure of columns and beams using shaped steel | |
| JPH06212700A (en) | Jointing of different structural members | |
| KR101953016B1 (en) | Buckling-Restrained Member and reinforcing method of non-welded to improve seismic performance of steel building using thereof | |
| JP2956435B2 (en) | Connection unit between reinforced concrete columns and steel beams | |
| JPH05346039A (en) | Column-beam joint structure | |
| JP2566701Y2 (en) | Joint structure between reinforced concrete columns and steel beams | |
| JP7356825B2 (en) | Joint structure between reinforced concrete columns and steel beams | |
| JPH1193259A (en) | Joining structure of pillar/beam of building and building having the same | |
| JP3639368B2 (en) | Foundation structure of steel column base | |
| JPH02272123A (en) | Post-girder joining-section structure | |
| JP2560965Y2 (en) | Column / beam joint structure | |
| JP2547977Y2 (en) | Joint structure between reinforced concrete columns and steel beams | |
| JPH1143950A (en) | Fixed steel column base using t-shape steel anchor frame | |
| JPH07310366A (en) | Connection unit between reinforced concrete post and steel beam | |
| JPH06316962A (en) | Structure for joining column and beam | |
| JPH093914A (en) | Structure of underground beam and underground beam construction method | |
| JP2751775B2 (en) | Beam main reinforcement arrangement | |
| JP2570974Y2 (en) | Joint structure between reinforced concrete columns and steel beams |