JPH1181454A - Connecting structure for column and beam - Google Patents
Connecting structure for column and beamInfo
- Publication number
- JPH1181454A JPH1181454A JP23622397A JP23622397A JPH1181454A JP H1181454 A JPH1181454 A JP H1181454A JP 23622397 A JP23622397 A JP 23622397A JP 23622397 A JP23622397 A JP 23622397A JP H1181454 A JPH1181454 A JP H1181454A
- Authority
- JP
- Japan
- Prior art keywords
- column
- connecting vertical
- vertical plate
- concrete
- 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.)
- Granted
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、柱と梁の結合構造
に関し、更に詳細には鉄骨コンクリート造、鉄筋鉄骨コ
ンクリート造、又は混合構造などにおいて、梁の取付位
置を任意に設定できると共に、施工性を向上させること
が可能な柱と梁の結合構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure between a column and a beam, and more particularly, to a steel-frame concrete structure, a reinforced steel-frame concrete structure, a mixed structure, and the like. The present invention relates to a joint structure between a column and a beam capable of improving the performance.
【０００２】[0002]
【従来の技術】従来、例えば鉄筋鉄骨コンクリート造に
おいて柱と梁とを結合する場合には、図８に示すように
鉄筋鉄骨コンクリート造の柱１の中心鉄骨２に、梁３と
同様な形状のブラケット４を取り付ける。そして、この
ブラケット４の端部と梁３の端部とを突き合わせて、ブ
ラケット４と梁３の上下面に平板５、６を当ててボルト
で固定するか、又は溶接で接合するのが一般的であっ
た。なお、図中の符号７は鉄筋、８はコンクリートであ
る。2. Description of the Related Art Conventionally, when a column and a beam are connected in, for example, a reinforced steel concrete structure, as shown in FIG. 8, a central steel frame 2 of a reinforced steel concrete column 1 has a shape similar to that of the beam 3. Attach the bracket 4. Then, the ends of the bracket 4 and the ends of the beams 3 are abutted, and flat plates 5 and 6 are applied to the upper and lower surfaces of the brackets 4 and the beams 3 and fixed with bolts or joined by welding. Met. In addition, the code | symbol 7 in a figure is a reinforcing bar, 8 is concrete.
【０００３】[0003]
【発明が解決しようとする課題】しかし、上述した従来
の柱と梁の結合構造では、梁３をプレキャスト化した場
合、ブラケット４と梁３とをボルトで結合すると、柱１
と梁３の間にボルト接合ゾーンＨが必要となり、後施工
部が生じるという問題があった。また、柱１と梁３の接
合部は、鉄骨及び鉄筋が複雑に配置されているため、接
合部内での配筋作業などの施工性が悪くなるという問題
があった。However, in the above-described conventional column-beam joint structure, when the beam 3 is precast, the bracket 4 and the beam 3 are joined by bolts, and the column 1
There is a problem that a bolt connection zone H is required between the beam and the beam 3, and a post-constructed portion is generated. Further, at the joint between the column 1 and the beam 3, since the steel frame and the reinforcing bar are arranged in a complicated manner, there is a problem that the workability such as a reinforcing work in the joint is deteriorated.
【０００４】更に、ブラケット４の横幅が大きいので柱
１に対する取付位置が制限されるため、梁の取付位置が
制限されてしまうという問題があった。本発明の目的
は、このような問題点を解決することにあり、後施工部
の発生を防止して施工性を向上させると共に、梁の取付
位置を任意に設定することが可能な柱と梁の結合構造を
提供することにある。Further, since the mounting width of the bracket 4 is limited due to the large width of the bracket 4, the mounting position of the beam is limited. An object of the present invention is to solve such a problem, to improve the workability by preventing the occurrence of a post-construction part, and to make it possible to arbitrarily set a mounting position of a beam and a column and a beam. To provide a coupling structure.
【０００５】[0005]
【課題を解決するための手段】本発明は柱と梁の結合構
造であり、前述の技術的課題を解決するために以下のよ
うに構成されている。すなわち、本発明は、鉄骨コンク
リート造又は鉄筋鉄骨コンクリート造の柱と、鉄骨造、
鉄骨コンクリート造又は鉄筋鉄骨コンクリート造の梁と
の結合構造において、前記柱の中心鉄骨の側面に突出す
る少なくとも１個の第１の結合用縦板と、前記梁の端面
に突出する少なくとも１個の第２の結合用縦板とを備
え、前記第１の結合用縦板と前記第２の結合用縦板とを
ボルトで結合し、結合された前記第１の結合用縦板及び
前記第２の結合用縦板を前記柱のコンクリートに埋設す
ることを特徴とする。SUMMARY OF THE INVENTION The present invention relates to a joint structure between a column and a beam, and is configured as follows to solve the above-mentioned technical problem. That is, the present invention is a steel concrete or reinforced steel concrete pillar, steel frame,
In a connection structure with a steel concrete or reinforced steel concrete beam, at least one first connecting vertical plate projecting from a side surface of a central steel frame of the column, and at least one first projecting plate projecting from an end surface of the beam. A second connecting vertical plate, wherein the first connecting vertical plate and the second connecting vertical plate are connected by bolts, and the first connecting vertical plate and the second connecting vertical plate are connected to each other. Is characterized by being embedded in the concrete of the pillar.
【０００６】この柱と梁の結合構造においては、柱の第
１の結合用縦板と、梁の第２の結合用縦板とを縦に長く
することにより、ボルトを必要な数だけ取り付けること
ができるので、第１及び第２の結合用縦板の横幅を小さ
くすることができる。また、第１の結合用縦板は中心鉄
骨の任意の位置に取り付けることができる。In this column / beam coupling structure, a required number of bolts can be attached by elongating the first coupling vertical plate of the column and the second coupling vertical plate of the beam. Therefore, the width of the first and second connecting vertical plates can be reduced. Further, the first connecting vertical plate can be attached to an arbitrary position of the central steel frame.
【０００７】前記柱はＨ型鋼とし、前記Ｈ型鋼のフラン
ジ部分を前記第１の結合用縦板として用いることができ
る。この場合は、中心鉄骨以外に特別な結合用部品を使
用する必要が無くなる。The pillar may be an H-shaped steel, and a flange portion of the H-shaped steel may be used as the first connecting vertical plate. In this case, it is not necessary to use a special connecting part other than the central steel frame.
【０００８】[0008]
【発明の実施の形態】以下、本発明に係る柱と梁の結合
構造の実施の形態について、図面を参照して詳細に説明
する。BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an embodiment of a joint structure between a column and a beam according to the present invention will be described in detail with reference to the drawings.
【０００９】図１は、本発明に係る柱と梁の結合構造の
第１の実施形態を示す断面図である。同図に示すよう
に、この柱と梁の結合構造は、例えば鉄筋鉄骨コンクリ
ート造の柱１０と、例えばＨ型鋼で形成された鉄骨造の
梁１１とを結合するものであり、柱１０の例えばＨ型鋼
で形成された中心鉄骨１２の側面に突出する１個の第１
の結合用縦板１３と、梁１１の端面に突出する２個の第
２の結合用縦板１４、１４とを備えている。FIG. 1 is a sectional view showing a first embodiment of a joint structure between a column and a beam according to the present invention. As shown in the figure, the connection structure of the column and the beam is to connect, for example, a reinforced steel concrete column 10 and a steel beam 11 formed of, for example, H-section steel. One first projecting from the side of the central steel frame 12 formed of H-section steel
, And two second connecting vertical plates 14, 14 protruding from the end face of the beam 11.
【００１０】第１の結合用縦板１３は、図２にも示すよ
うに例えば中心鉄骨１２のウェブ１５の中央に立設され
ている。また、第１の結合用縦板１３の根元側には、補
強用のリブ１６、１６が取り付けられている。第２の結
合用縦板１４、１４は、梁１１のウェブ１７を挟むよう
にして互いに平行に配置されている。この第２の結合用
縦板１４、１４の間隔ｈは、第１の結合用縦板１３の厚
さｔより少し大きくなっている。The first connecting vertical plate 13 is erected, for example, at the center of the web 15 of the central steel frame 12, as shown in FIG. Reinforcing ribs 16 are attached to the base of the first connecting vertical plate 13. The second connecting vertical plates 14, 14 are arranged in parallel with each other so as to sandwich the web 17 of the beam 11. The distance h between the second connecting vertical plates 14 is slightly larger than the thickness t of the first connecting vertical plate 13.
【００１１】第１の結合用縦板１３及び第２の結合用縦
板１４、１４には、縦一列に同一のピッチで複数のボル
ト孔２０、２１が設けられている。更に、第１の結合用
縦板１３の下端には、適宜な大きさの受け板２２（図
１）が設けられている。The first connecting vertical plate 13 and the second connecting vertical plates 14, 14 are provided with a plurality of bolt holes 20, 21 at the same pitch in a vertical line. Further, a receiving plate 22 (FIG. 1) having an appropriate size is provided at a lower end of the first connecting vertical plate 13.
【００１２】柱１０と梁１１とを接合する場合は、図１
に示すように中心鉄骨１２の第１の結合用縦板１３を梁
１１の第２の結合用縦板１４、１４で挟み、第２の結合
用縦板１４、１４を第１の結合用縦板１３の下端にある
受け板２２上に載置する。次に、第１の結合用縦板１３
と第２の結合用縦板１４、１４のボルト孔２０、２１に
ボルト２３を通し、このボルト２３にナット２４を締結
する。これによって、第１の結合用縦板１３と第２の結
合用縦板１４、１４とが固定されて、柱１０の中心鉄骨
１２と梁１１とが確実に結合される。When the column 10 and the beam 11 are joined, FIG.
As shown in the figure, the first connecting vertical plate 13 of the central steel frame 12 is sandwiched between the second connecting vertical plates 14, 14 of the beam 11, and the second connecting vertical plates 14, 14 are connected to the first connecting vertical plate. It is placed on a receiving plate 22 at the lower end of the plate 13. Next, the first connecting vertical plate 13
Then, a bolt 23 is passed through the bolt holes 20 and 21 of the second connecting vertical plates 14 and 14, and a nut 24 is fastened to the bolt 23. Thus, the first connecting vertical plate 13 and the second connecting vertical plates 14 and 14 are fixed, and the central steel frame 12 of the column 10 and the beam 11 are securely connected.
【００１３】次に、中心鉄骨１２の周囲に鉄筋２５を配
置し、その外側に型枠（図示せず）を配置する。そし
て、型枠の内側にコンクリート２７を打設する。これ
で、結合された第１及び第２の結合用縦板１３、１４
は、打設したコンクリート２７内に埋設される。このと
きには、梁１１の端部も柱１０のコンクリート２７内に
埋設される。Next, a reinforcing bar 25 is disposed around the central steel frame 12, and a mold (not shown) is disposed outside the reinforcing bar 25. Then, concrete 27 is cast inside the formwork. Thus, the first and second connecting vertical plates 13 and 14 are connected.
Is buried in the cast concrete 27. At this time, the end of the beam 11 is also buried in the concrete 27 of the pillar 10.
【００１４】上述のように、この柱と梁の結合構造にお
いては、柱１０の中心鉄骨１２の側面に突出した第１の
結合用縦板１３と、梁１１の端部に突出した第２の結合
用縦板１４、１４とをボルト２３及びナット２４で締結
することにより、柱１０と梁１１とを結合するようにな
っているので、第１及び第２の結合用縦板１３、１４の
横幅を例えばボルト２３を１個だけ取り付けるのに必要
な寸法とし、縦の長さはボルト２３を必要な数だけ取り
付けることが可能な寸法にすることができる。As described above, in this column / beam coupling structure, the first coupling vertical plate 13 projecting from the side surface of the central steel frame 12 of the column 10 and the second coupling vertical plate 13 projecting from the end of the beam 11. Since the pillar 10 and the beam 11 are joined by fastening the joining vertical plates 14 and 14 with the bolts 23 and the nuts 24, the first and second joining vertical plates 13 and 14 are joined together. For example, the width can be set to a size necessary for mounting only one bolt 23, and the vertical length can be set to a size capable of mounting the required number of bolts 23.
【００１５】これにより、第１及び第２の結合用縦板１
３、１４の横幅を小さくすることができるので、第１及
び第２の結合用縦板１３、１４を柱１０のコンクリート
２７内に埋設することができる。したがって、従来のよ
うに柱と梁の間にボルト結合ゾーンを設ける必要が無く
なるので後施工が不要になり、これにより施工性を向上
させることができる。また、第１の結合用縦板１３は中
心鉄骨１２の任意の位置に設けることができるので、梁
１１を柱１０の任意の位置に結合することが可能にな
る。Thus, the first and second connecting vertical plates 1
Since the widths of the third and the third connecting plates 14 and 14 can be reduced, the first and second connecting vertical plates 13 and 14 can be embedded in the concrete 27 of the pillar 10. Therefore, there is no need to provide a bolt connection zone between the column and the beam as in the related art, so that post-processing is not required, thereby improving workability. Further, the first connecting vertical plate 13 can be provided at any position of the central steel frame 12, so that the beam 11 can be connected to any position of the column 10.
【００１６】上述した第１の実施の形態においては、柱
１０に１個の梁１１を結合した場合について説明した
が、図３に示す第２の実施の形態のように、柱３０の両
側に例えばＨ型鋼で形成された２個の梁３１を結合する
こともできる。In the above-described first embodiment, the case where one beam 11 is connected to the column 10 has been described. However, as in the second embodiment shown in FIG. For example, two beams 31 formed of H-section steel can be combined.
【００１７】この場合は、柱３０の中心鉄骨３２のウェ
ブ３５の両側に第１の結合用縦板３３、３３を立設する
と共に、各梁３１、３１の端部にそれぞれ２個の第２の
結合用縦板３４、３４を平行に取り付け、これらの第２
の結合用縦板３４、３４で第１の結合用縦板３３を挟ん
だ状態でボルト及びナットで固定する。なお、図中の符
号３６は鉄筋、３７はコンクリート、３８はウェブ、３
９はリブである。In this case, the first connecting vertical plates 33, 33 are erected on both sides of the web 35 of the central steel frame 32 of the column 30, and two second connecting plates 33, 33 are provided at the ends of the beams 31, 31, respectively. Are attached in parallel to each other,
Are fixed with bolts and nuts with the first connecting vertical plate 33 sandwiched between the connecting vertical plates 34, 34. In addition, the code | symbol 36 in a figure is a reinforcing bar, 37 is concrete, 38 is a web, 3
9 is a rib.
【００１８】図４は、第３の実施の形態を示す。この場
合は、柱４０のＨ型鋼で形成された中心鉄骨４２の例え
ば図中下側のフランジ４０ａの中央に、第１の結合用縦
板４３を立設する。この第１の結合用縦板４３と、他方
のフランジ４０ａの両側の板部分にボルト孔（図示せ
ず）を設ける。また、各梁４１の端部には、第１の実施
の形態と同様にそれぞれ２個の第２の結合用縦板４４、
４４を取り付ける。FIG. 4 shows a third embodiment. In this case, the first connecting vertical plate 43 is erected, for example, at the center of the lower flange 40a in the figure of the central steel frame 42 formed of the H-shaped steel of the column 40. Bolt holes (not shown) are provided in the plate portions on both sides of the first connecting vertical plate 43 and the other flange 40a. At the end of each beam 41, two second connecting vertical plates 44, similarly to the first embodiment,
Attach 44.
【００１９】そして、１個の梁４１は、その第２の結合
用縦板４４、４４の間に、中心鉄骨４２の一方のフラン
ジ４０ａに立設した第１の結合用縦板４３を挟んだ状態
でボルト及びナットで固定する。また、残りの２個の梁
４１、４１は、それぞれの第２の結合用縦板４４、４４
の間に、他方のフランジ４０ａの板部分を挟んだ状態で
ボルト及びナットで固定する。これにより、柱４０に３
個の梁４１を取り付けることができる。図中の符号４６
は鉄筋、４７はコンクリート、４５、４８はウェブであ
る。One beam 41 sandwiches a first connecting vertical plate 43 erected on one flange 40a of the central steel frame 42 between the second connecting vertical plates 44,44. Fix with bolts and nuts. The other two beams 41, 41 are respectively connected to the second connecting vertical plates 44, 44.
In between, the plate portion of the other flange 40a is fixed with bolts and nuts. As a result, three
Individual beams 41 can be attached. Reference numeral 46 in the figure
Is a reinforcing bar, 47 is concrete, and 45 and 48 are webs.
【００２０】この第３の実施の形態によれば、中心鉄骨
４２のフランジ４０ａを第１の結合用縦板として利用し
ているので、第１の結合用縦板として他の部品を用意す
る必要が無く、これにより部品点数を低減してコストダ
ウンを図ることができる。According to the third embodiment, since the flange 40a of the central steel frame 42 is used as the first connecting vertical plate, other parts need to be prepared as the first connecting vertical plate. Therefore, the number of parts can be reduced and cost can be reduced.
【００２１】図５は第４の実施の形態を示す。この第４
の実施の形態では、柱５０に４個の梁５１を結合するも
のであり、柱５０の中心鉄骨５２のウェブ５５の両側に
第１の結合用縦板５３、５３を立設すると共に、両側の
フランジ５０ａの中央にも第１の結合用縦板５３、５３
を立設する。FIG. 5 shows a fourth embodiment. This fourth
In this embodiment, four beams 51 are connected to the column 50, and first connecting vertical plates 53, 53 are erected on both sides of the web 55 of the central steel frame 52 of the column 50. The first connecting vertical plates 53, 53 are also provided at the center of the flange 50a.
Is established.
【００２２】また、４個の梁５１の端部にはそれぞれ２
個の第２の結合用縦板５４、５４を平行に取り付ける。
そして、第１の実施の形態と同様に第１及び第２の結合
用縦板５３、５４をボルト及びナットで固定する。図中
の符号５６は鉄筋、５７はコンクリートである。The ends of the four beams 51 are each 2
The second connecting vertical plates 54, 54 are attached in parallel.
Then, similarly to the first embodiment, the first and second connecting vertical plates 53 and 54 are fixed with bolts and nuts. In the drawing, reference numeral 56 denotes a reinforcing bar, and 57 denotes concrete.
【００２３】図６は第５の実施の形態を示す。この第５
の実施の形態では、柱６０のＨ型鋼で形成された中心鉄
骨６２のウェブ６５の両側に、２個の第１の結合用縦板
６３、６３を所定の間隔で平行に立設する。また、２個
の梁６１のそれぞれの端部には、そのウェブ６８に突き
当てて１個の第２の結合用縦板６４を取り付ける。FIG. 6 shows a fifth embodiment. This fifth
In this embodiment, two first connecting vertical plates 63, 63 are erected at predetermined intervals in parallel on both sides of a web 65 of a central steel frame 62 made of H-shaped steel of a column 60. Further, one second vertical connecting plate 64 is attached to each end of the two beams 61 by abutting the web 68.
【００２４】そして、中心鉄骨６２の第１の結合用縦板
６３、６３の間に第２の結合用縦板６４を差し込んで、
ボルト及びナットで固定する。これにより、柱６０と梁
６１、６１とを確実に結合することができる。なお、図
中の符号６６は鉄筋、６７はコンクリートである。Then, a second connecting vertical plate 64 is inserted between the first connecting vertical plates 63, 63 of the central steel frame 62,
Secure with bolts and nuts. Thereby, the column 60 and the beams 61 can be securely connected. In addition, the code | symbol 66 in a figure is a reinforcing bar, 67 is concrete.
【００２５】図７は第６の実施の形態を示す。この第６
の実施の形態は、鉄骨鉄筋コンクリート造の柱７０と、
鉄骨コンクリート造の梁７１とを結合するものであり、
柱７０の例えば丸鋼管で形成された中心鉄骨７２の９０
ずつ離れた３箇所に、それぞれ２個の第１の結合用縦板
７３、７３を適宜な間隔を開けて平行に立設する。FIG. 7 shows a sixth embodiment. This sixth
The embodiment of the present invention includes a steel reinforced concrete column 70,
It is to connect with the steel concrete beam 71,
90 of the central steel frame 72 formed of a round steel pipe of the column 70, for example.
Two first connecting vertical plates 73, 73 are erected in parallel at three places apart from each other at appropriate intervals.
【００２６】また、梁７１は、コンクリート８０内のＨ
型鋼で形成された中心鉄骨８１の端部に、そのウェブ７
８に突き当てるようにして１個の第２の結合用縦板７４
を取り付ける。なお、ウェブ７８の端部には補強用のプ
レート８２を貼り付けることができる。Further, the beam 71
At the end of a central steel frame 81 made of a section steel, its web 7
8, one second connecting vertical plate 74
Attach. Note that a reinforcing plate 82 can be attached to the end of the web 78.
【００２７】そして、第２の結合用縦板７４を第１の結
合用縦板７３、７３の間に差し込んでボルト及びナット
で固定することにより、柱７０の中心鉄骨７２と梁７１
の中心鉄骨８１とを確実に結合することができる。この
場合は、梁７１を柱７０の直近までプレキャスト化する
ことができるので、施工が容易になる。Then, the second connecting vertical plate 74 is inserted between the first connecting vertical plates 73, 73 and fixed with bolts and nuts.
Can be securely connected to the central steel frame 81. In this case, since the beam 71 can be precast to the immediate vicinity of the column 70, the construction is facilitated.
【００２８】なお、上述の実施の形態では第１及び第２
の結合用縦板を、１個又は２個にした場合について説明
したが、これらの第１及び第２の結合用縦板は、任意の
数にすることができる。また、柱は鉄骨コンクリート造
としても良い。In the above embodiment, the first and the second
Although the case where the number of the connecting vertical plates is one or two has been described, the number of the first and second connecting vertical plates can be any number. Also, the pillar may be made of steel concrete.
【００２９】[0029]
【発明の効果】以上説明したように、本発明の柱と梁の
結合構造によれば、柱の第１の結合用縦板と、梁の第２
の結合用縦板とを縦に長くすることにより、ボルトを必
要な数だけ取り付けることができるので、第１及び第２
の結合用縦板の横幅を小さくすることができ、これによ
り、第１及び第２の結合用縦板を柱のコンクリート内に
埋設することができるので、従来のように後施工部分と
なるボルト接合ゾーンを設ける必要がないため、施工が
容易になる。As described above, according to the column and beam connecting structure of the present invention, the first connecting vertical plate of the column and the second connecting vertical plate of the beam are used.
Since the required number of bolts can be attached by lengthening the connecting vertical plate vertically, the first and second bolts can be attached.
The first and second connecting vertical plates can be buried in the concrete of the pillars, so that the bolts to be post-constructed parts as in the prior art can be made. Since there is no need to provide a joining zone, construction is facilitated.
【００３０】また、第１の結合用縦板は中心鉄骨の任意
の位置に取り付けることができるので、梁を柱の任意の
位置に設けることができる。柱の中心鉄骨をＨ型鋼と
し、このＨ型鋼のフランジ部分を第１の結合用縦板とし
て用いた場合は、柱の中心鉄骨以外に特別な結合用部品
を使用する必要が無いので、部品点数を低減してコスト
ダウンを図ることができる。Further, since the first connecting vertical plate can be attached to any position of the central steel frame, the beam can be provided at any position of the column. When the central steel frame of the column is H-shaped steel and the flange portion of this H-shaped steel is used as the first vertical connecting plate, it is not necessary to use special connecting parts other than the central steel frame of the column. And cost can be reduced.
【図１】本発明に係る柱と梁の結合構造の第１の実施形
態を示す断面図である。FIG. 1 is a cross-sectional view showing a first embodiment of a joint structure between a column and a beam according to the present invention.
【図２】本発明に係る柱と梁の結合構造の第１の実施形
態の中心鉄骨と梁とを示す分解斜視図である。FIG. 2 is an exploded perspective view showing a central steel frame and a beam according to the first embodiment of the joint structure of a column and a beam according to the present invention.
【図３】本発明に係る柱と梁の結合構造の第２の実施形
態を示す断面図である。FIG. 3 is a cross-sectional view showing a second embodiment of the joint structure between a column and a beam according to the present invention.
【図４】本発明に係る柱と梁の結合構造の第３の実施形
態を示す断面図である。FIG. 4 is a cross-sectional view showing a third embodiment of a joint structure between a column and a beam according to the present invention.
【図５】本発明に係る柱と梁の結合構造の第４の実施形
態を示す断面図である。FIG. 5 is a sectional view showing a fourth embodiment of the joint structure between a column and a beam according to the present invention.
【図６】本発明に係る柱と梁の結合構造の第５の実施形
態を示す断面図である。FIG. 6 is a sectional view showing a fifth embodiment of the joint structure between a column and a beam according to the present invention.
【図７】本発明に係る柱と梁の結合構造の第６の実施形
態を示す断面図である。FIG. 7 is a sectional view showing a sixth embodiment of the joint structure between a column and a beam according to the present invention.
【図８】従来例に係る柱と梁の結合構造を示す断面図で
ある。FIG. 8 is a cross-sectional view showing a joint structure between a column and a beam according to a conventional example.
１０、３０、４０、５０、６０、７０ 柱 １１、３１、４１、５１、６１、７１ 梁 １２、３２、４２、５２、６２、７２ 中心鉄骨 １３、３３、４３、５３、６３、７３ 第１の結合用縦
板 １４、３４、４４、５４、６４、７４ 第２の結合用縦
板 ２７、３７、４７、５７、６７、７７ コンクリート ４０ａ フランジ部分10, 30, 40, 50, 60, 70 Pillars 11, 31, 41, 51, 61, 71 Beams 12, 32, 42, 52, 62, 72 Central steel frame 13, 33, 43, 53, 63, 73 First Vertical plate for connection 14, 34, 44, 54, 64, 74 Second vertical plate for connection 27, 37, 47, 57, 67, 77 Concrete 40a Flange portion
───────────────────────────────────────────────────── フロントページの続き (72)発明者 加藤 慎司 東京都千代田区富士見二丁目10番26号 前 田建設工業株式会社内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Shinji Kato 2-10-26 Fujimi, Chiyoda-ku, Tokyo Maeda Corporation
Claims (2)
リート造の柱と、鉄骨造、鉄骨コンクリート造又は鉄筋
鉄骨コンクリート造の梁との結合構造において、 前記柱の中心鉄骨の側面に突出する少なくとも１個の第
１の結合用縦板と、 前記梁の端面に突出する少なくとも１個の第２の結合用
縦板とを備え、 前記第１の結合用縦板と前記第２の結合用縦板とをボル
トで結合し、 前記第１の結合用縦板及び前記第２の結合用縦板を前記
柱のコンクリートに埋設することを特徴とする柱と梁の
結合構造。1. A joint structure between a steel concrete or reinforced steel concrete column and a steel, steel concrete or reinforced steel concrete beam, wherein at least one of the columns protrudes from a side of a central steel frame of the column. A first connecting vertical plate; and at least one second connecting vertical plate protruding from an end surface of the beam, wherein the first connecting vertical plate and the second connecting vertical plate are provided. A joint structure between a column and a beam, wherein the first and second joining vertical plates are embedded in concrete of the column by bolts.
鋼のフランジ部分を前記第１の結合用縦板として用いる
ことを特徴とする請求項１に記載の柱と梁の結合構造。2. The joint structure according to claim 1, wherein the central steel frame is an H-shaped steel, and a flange portion of the H-shaped steel is used as the first connecting vertical plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23622397A JP3828641B2 (en) | 1997-09-01 | 1997-09-01 | Column and beam connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23622397A JP3828641B2 (en) | 1997-09-01 | 1997-09-01 | Column and beam connection structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH1181454A true JPH1181454A (en) | 1999-03-26 |
| JP3828641B2 JP3828641B2 (en) | 2006-10-04 |
Family
ID=16997618
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23622397A Expired - Fee Related JP3828641B2 (en) | 1997-09-01 | 1997-09-01 | Column and beam connection structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3828641B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100346960B1 (en) * | 1999-04-20 | 2002-07-31 | (주)씨.에스 구조 엔지니어링 | An apparatus and method for anchoring steel column to concrete |
| CN107965055A (en) * | 2017-12-15 | 2018-04-27 | 北京万兴建筑集团有限公司 | A kind of connecting node and the practice of H profile steel beam and girder with rolled steel section en cased in concrete |
| CN114319583A (en) * | 2021-12-20 | 2022-04-12 | 宁波市电力设计院有限公司 | Connecting structure of prefabricated frame beam and prefabricated frame column |
| CN115233837A (en) * | 2022-08-19 | 2022-10-25 | 重庆三峡学院 | Connecting node for assembled concrete frame and steel energy dissipation part |
-
1997
- 1997-09-01 JP JP23622397A patent/JP3828641B2/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100346960B1 (en) * | 1999-04-20 | 2002-07-31 | (주)씨.에스 구조 엔지니어링 | An apparatus and method for anchoring steel column to concrete |
| CN107965055A (en) * | 2017-12-15 | 2018-04-27 | 北京万兴建筑集团有限公司 | A kind of connecting node and the practice of H profile steel beam and girder with rolled steel section en cased in concrete |
| CN107965055B (en) * | 2017-12-15 | 2023-10-03 | 北京万兴建筑集团有限公司 | Connecting node of H-shaped steel beam and steel reinforced concrete beam and manufacturing method |
| CN114319583A (en) * | 2021-12-20 | 2022-04-12 | 宁波市电力设计院有限公司 | Connecting structure of prefabricated frame beam and prefabricated frame column |
| CN115233837A (en) * | 2022-08-19 | 2022-10-25 | 重庆三峡学院 | Connecting node for assembled concrete frame and steel energy dissipation part |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3828641B2 (en) | 2006-10-04 |
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