JPH08218492A - Connecting structure for steel beam - Google Patents
Connecting structure for steel beamInfo
- Publication number
- JPH08218492A JPH08218492A JP3107195A JP3107195A JPH08218492A JP H08218492 A JPH08218492 A JP H08218492A JP 3107195 A JP3107195 A JP 3107195A JP 3107195 A JP3107195 A JP 3107195A JP H08218492 A JPH08218492 A JP H08218492A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- steel beam
- web
- plate
- joining
- 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】本発明は鉄骨梁同士の接合構造、
詳しくは、接合される双方の鉄骨梁の上側フランジ上面
に段差を生じさせずに、一方の鉄骨梁に他方の鉄骨梁の
ウェブを、接合プレートを介して容易且つ確実に接合し
得る鉄骨梁同士の接合構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure between steel beams,
More specifically, steel beams that can easily and reliably join the web of the other steel beam to the one steel beam through the joining plate without causing a step on the upper surface of the upper flanges of the two steel beams to be joined. Related to the joint structure.
【０００２】[0002]
【従来の技術】Ｈ型鋼からなる鉄骨梁同士の接合におい
ては、図３に示されるような接合構造が用いられてい
る。即ち、この接合構造は、一方の鉄骨梁１０のウェブ
１１０の側面に板状の接合プレート３０が固定され、固
定された該接合プレート３０の端部と他方の鉄骨梁２０
のウェブ２１０の端部とがボルト４１０，４１０・ナッ
ト４２０，４２０により締結されて、上記一方の鉄骨梁
１０に上記他方の鉄骨梁２０が直角に接合されているも
のである。2. Description of the Related Art In joining steel frame beams made of H-shaped steel, a joining structure as shown in FIG. 3 is used. That is, in this joint structure, the plate-like joint plate 30 is fixed to the side surface of the web 110 of one steel frame beam 10, and the end portion of the fixed joint plate 30 and the other steel frame beam 20 are fixed.
Of the web 210 is fastened to the ends of the web 210 by bolts 410, 410 and nuts 420, 420, and the other steel beam 20 is joined to the one steel beam 10 at a right angle.
【０００３】[0003]
【発明が解決しようとする課題】上記一方の鉄骨梁１０
及び上記他方の鉄骨梁２０の上側フランジ１２０及び２
２０の上面は、その後の該一方の鉄骨梁１０及び該他方
の鉄骨梁２０上への床パネル板の敷設を考慮して、段差
を生じさせずに平坦に仕上げられなくてはならない。し
かし、図３に示されるような鉄骨梁同士の接合構造にお
いては、上記一方の鉄骨梁１０、上記他方の鉄骨梁２０
及び上記接合プレート３０の間には、互いの位置を規制
する位置決め機構がない。このため、上記一方の鉄骨梁
１０と上記他方の鉄骨梁２０との該接合プレート３０を
介しての接合時に、それらの上記上側フランジ１２０及
び２２０の上面に段差が生じないように、上記一方の鉄
骨梁１０又は上記他方の鉄骨梁２０を微妙に上下させな
がら両者を接合しなくてはならず、この接合作業は非常
に行い難いものであった。SUMMARY OF THE INVENTION One of the above steel beam 10
And the upper flanges 120 and 2 of the other steel beam 20
In consideration of the subsequent laying of the floor panel board on the one steel beam 10 and the other steel beam 20, the upper surface of 20 must be finished flat without causing a step. However, in the joint structure of steel frame beams as shown in FIG. 3, the one steel frame beam 10 and the other steel frame beam 20 are connected.
Also, there is no positioning mechanism between the joining plates 30 to regulate the mutual positions. Therefore, when joining the one steel frame beam 10 and the other steel frame beam 20 via the joining plate 30, there is no step on the upper surfaces of the upper flanges 120 and 220, so that one of the above-mentioned upper flanges 120 and 220 does not have a step. The steel beam 10 or the other steel beam 20 described above has to be joined to each other while being slightly moved up and down, and this joining work is very difficult to perform.
【０００４】また、図３に示されるような鉄骨梁同士の
接合構造においては、上記他方の鉄骨梁２０の上記ウェ
ブ２１０が、上記接合プレート３０の正しい面に取り付
けられずに反対側の誤った面に接合されてしまうことが
ある。この場合、上記他方の鉄骨梁２０が、上記接合プ
レート３０の厚さと上記ウェブ２１０の厚さの合計の分
だけ本来取り付けられるべき位置からずれた位置に接合
され、その後の施工に支障を来してしまう惧れがあると
いう問題があった。Further, in the joint structure of steel beams as shown in FIG. 3, the web 210 of the other steel beam 20 is not attached to the correct surface of the joint plate 30 and is erroneous on the opposite side. It may be bonded to the surface. In this case, the other steel beam 20 is joined at a position displaced from the position where it should be originally attached by the total thickness of the joining plate 30 and the thickness of the web 210, which hinders the subsequent construction. There was a problem that there was a fear of being lost.
【０００５】従って、本発明の目的は、接合される双方
の鉄骨梁の上側フランジ上面に段差を生じさせずに、一
方の鉄骨梁に他方の鉄骨梁のウェブを接合プレートを介
して容易且つ確実に接合し得る鉄骨梁同士の接合構造を
提供することにある。Therefore, an object of the present invention is to easily and securely connect one steel beam web to the other steel beam web through the joining plate without causing a step on the upper flange upper surfaces of both steel beam beams to be joined. It is to provide a joint structure of steel frame beams that can be joined to each other.
【０００６】[0006]
【課題を解決するための手段】本発明は、一方の鉄骨梁
と他方の鉄骨梁とを、それぞれの上側フランジ上面を同
一高さ位置に合わせて、接合プレートを介して直角に接
合する梁同士の接合構造において、上記一方及び上記他
方の鉄骨梁それぞれの上記上側フランジの厚さが同厚と
されており、上記接合プレートは、その上端縁に該接合
プレートの一方の側に向けて屈曲された屈曲片を有し、
該屈曲片の上面は上記一方の鉄骨梁の上記上側フランジ
下面に面接された状態とされ、且つ該接合プレートの一
側端縁部が上記一方の鉄骨梁のウェブ側面に固定されて
おり、上記他方の鉄骨梁は、その上記上側フランジ下面
が上記屈曲片の上面に面接された状態とされ、且つその
ウェブ端部がボルト・ナットにより上記接合プレートに
接合固定されていることを特徴とする鉄骨梁同士の接合
構造を提供することにより、上記目的を達成したもので
ある。DISCLOSURE OF THE INVENTION According to the present invention, beams for joining one steel frame beam and the other steel frame beam at a right angle through a joining plate by aligning the upper surface of the upper flange of each steel beam with the same height position. In the joint structure, the upper flanges of the one steel beam and the other steel beam have the same thickness, and the joint plate is bent at its upper end edge toward one side of the joint plate. Have bent pieces,
The upper surface of the bending piece is in a state of being in contact with the lower surface of the upper flange of the one steel beam, and one end edge of the joint plate is fixed to the web side surface of the one steel beam, The other steel beam is characterized in that the lower surface of the upper flange is brought into surface contact with the upper surface of the bending piece, and the web end is joined and fixed to the joining plate by bolts and nuts. The above object is achieved by providing a beam-to-beam joint structure.
【０００７】[0007]
【作用】本発明によれば、双方の鉄骨梁それぞれの上側
フランジの厚さが等しくされると共に接合プレートに設
けられた屈曲片により双方の鉄骨梁それぞれの上側フラ
ンジの高さ方向の位置決めがされ、一方の鉄骨梁の上面
と該一方の鉄骨梁に接合される他方の鉄骨梁の上面との
間に段差を生じさせずに双方の鉄骨梁を容易に接合する
ことができる。また、接合される他方の鉄骨梁のウェブ
を該屈曲片により接合プレートの誤った面に接合するこ
とをできなくして、接合される他方の鉄骨梁が間違って
取り付けられるのを防止することができる。According to the present invention, the upper flanges of both steel beams are made equal in thickness, and the upper flanges of both steel beams are positioned in the height direction by the bending pieces provided on the joint plate. It is possible to easily join the two steel frame beams without forming a step between the upper surface of the one steel beam and the upper surface of the other steel beam joined to the one steel beam. Further, it is possible to prevent the web of the other steel beam to be joined from being joined to the wrong surface of the joining plate by the bending piece, thereby preventing the other steel beam to be joined from being incorrectly attached. .
【０００８】[0008]
【実施例】以下、本発明の鉄骨梁同士の接合構造の実施
例について図面を参照して説明する。図１は、本実施例
の外観を示す一部分解斜視図であり、図２は、本実施例
の一部断面側面図である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the joint structure of steel beams of the present invention will be described below with reference to the drawings. FIG. 1 is a partially exploded perspective view showing the external appearance of this embodiment, and FIG. 2 is a partial cross-sectional side view of this embodiment.
【０００９】本発明の実施例の上記鉄骨梁同士の接合構
造は、図１に示されるように、一方の鉄骨梁１のウェブ
１１の側面に板状の接合プレート３が固定され、固定さ
れた該接合プレート３と他方の鉄骨梁２のウェブ２１の
端部とがボルト４１，４１・ナット４２，４２により締
結されている。上記一方の鉄骨梁１と上記他方の鉄骨梁
２とは直角に接合されており、該一方の鉄骨梁１と該他
方の鉄骨梁２の上記上側フランジ１２及び２２の上面は
平坦とされている。これらの構成は、従来の鉄骨梁同士
の接合構造と同様である。As shown in FIG. 1, in the above-mentioned joining structure of the steel beam members of the embodiment of the present invention, the plate-like joining plate 3 is fixed and fixed to the side surface of the web 11 of one steel beam member 1. The joint plate 3 and the end portion of the web 21 of the other steel beam 2 are fastened by bolts 41, 41 and nuts 42, 42. The one steel beam 1 and the other steel beam 2 are joined at a right angle, and the upper flanges 12 and 22 of the one steel beam 1 and the other steel beam 2 have flat upper surfaces. . These configurations are similar to the conventional joint structure of steel frame beams.
【００１０】而して、本実施例の上記鉄骨梁同士の接合
構造においては、上記一方及び上記他方の鉄骨梁１及び
２それぞれの上記上側フランジ１２及び２２の厚さが同
厚とされている。上記接合プレート３は、その上端縁に
該接合プレート３の一方の側に向けて屈曲された屈曲片
３１を有し、該屈曲片３１の上面は上記一方の鉄骨梁の
１上記上側フランジ１２下面に面接された状態とされ、
且つ該接合プレート３の一側端縁部が上記一方の鉄骨梁
１のウェブ１１側面に固定されている。上記他方の鉄骨
梁２は、その上記上側フランジ２２下面が上記屈曲片３
１の上面に面接された状態とされ、且つそのウェブ２１
端部がボルト４１，４１・ナット４２，４２により上記
接合プレート３に接合固定されている。Thus, in the joint structure of the steel frame beams of the present embodiment, the upper flanges 12 and 22 of the one and the other steel frame beams 1 and 2 have the same thickness. . The joining plate 3 has a bending piece 31 bent toward one side of the joining plate 3 at an upper edge thereof, and an upper surface of the bending piece 31 is 1 of the one steel frame beam and a lower surface of the upper flange 12 thereof. Was interviewed by
Further, one end edge portion of the joint plate 3 is fixed to the side surface of the web 11 of the one steel frame beam 1. The lower surface of the upper flange 22 of the other steel frame beam 2 is the bent piece 3
1 is in contact with the upper surface of the web 1 and its web 21
The ends are joined and fixed to the joining plate 3 by bolts 41, 41 and nuts 42, 42.
【００１１】本実施例の鉄骨梁同士の接合構造を更に詳
しく説明する。上記一方の鉄骨梁（以下、大梁と言う）
１及び上記他方の鉄骨梁（以下、小梁と言う）２は、そ
れらの上記ウェブ１１及び２１の上下端にそれぞれ上記
上側フランジ１２及び２２並びに下側フランジ１３及び
２３が結合された、いわゆるＨ型鋼である。上記大梁１
及び上記小梁２は両者とも等しい断面形状を有してお
り、上記上側フランジ１２及び２２は等しい厚さを有し
ている。上記大梁１の所定位置には、上記接合プレート
３が、その３辺を上記大梁１の上記ウェブ１１、上記上
側フランジ１２及び上記下側フランジ１３に溶接されて
固定されている。上記小梁２の上記ウェブ２１の端部近
傍には、上記接合プレート３との接合時に上記ボルト４
１，４１が挿通されるボルト孔２４，２４が設けられて
いる。The joint structure of steel beams of this embodiment will be described in more detail. One of the above steel beams (hereinafter referred to as girders)
1 and the other steel beam (hereinafter referred to as a beam) 2 are so-called H in which the upper flanges 12 and 22 and the lower flanges 13 and 23 are connected to the upper and lower ends of the webs 11 and 21, respectively. Shaped steel. Above large beam 1
And the beam 2 has the same cross-sectional shape, and the upper flanges 12 and 22 have the same thickness. At a predetermined position of the girder 1, the joining plate 3 is fixed by welding its three sides to the web 11, the upper flange 12 and the lower flange 13 of the girder 1. The bolt 4 is formed near the end of the web 21 of the beam 2 when the bolt 4 is joined to the joint plate 3.
Bolt holes 24, 24 through which 1, 41 are inserted are provided.
【００１２】上記接合プレート３は、上記上側フランジ
１２及び２２と上記下側フランジ１３及び２３との間の
距離にほぼ等しい高さを有する長方形の金属板で、その
上端縁には、上記ウェブ２１の取り付けられる側とは逆
側で且つ該接合プレート３本体に対して直角に屈曲され
た上記屈曲片３１を有している。上記接合プレート３の
溶接されない残りの一辺近傍には、上記小梁２を接合す
る際に上記ボルト４１、４１が挿通されるボルト孔３
２，３２が設けられている。上記屈曲片３１は、その上
面を上記上側フランジ１２下面に面接させた状態で上記
大梁１に溶接固定されていると共に、その上面を上記上
側フランジ２２下面に面接させた状態で上記小梁２と上
記ボルト４１，４１・ナット４２，４２により接合され
ている。The joining plate 3 is a rectangular metal plate having a height approximately equal to the distance between the upper flanges 12 and 22 and the lower flanges 13 and 23. It has the above-mentioned bending piece 31 which is bent at a right angle to the main body of the joining plate 3 on the side opposite to the side where it is attached. A bolt hole 3 into which the bolts 41, 41 are inserted when the beam 2 is joined is provided in the vicinity of the remaining one side of the joint plate 3 which is not welded.
2, 32 are provided. The bending piece 31 is welded and fixed to the girder 1 with its upper surface in contact with the lower surface of the upper flange 12, and with the beam 2 with its upper surface in contact with the lower surface of the upper flange 22. The bolts 41, 41 and the nuts 42, 42 are joined together.
【００１３】上記の接合構造を用いて上記大梁１及び上
記小梁２を接合する手順を説明する。上記大梁１及び上
記小梁２の接合に際し、上記接合プレート３が、上述し
た如く上記屈曲片３１の上面を上記上側フランジ１２に
面接させた状態で、予め上記大梁１に溶接固定される。
上記大梁１に固定された上記接合プレート３に設けられ
た上記ボルト孔３２，３２と上記小梁２の上記ウェブ２
１に設けられた上記ボルト孔２４，２４とを合わせ、そ
れぞれに上記ボルト４１，４１を挿通する。この状態で
上記接合プレート３の上記屈曲片３１の上面を、上記小
梁２の上記上側フランジ２２下面との間に隙間を生じさ
せないように該上側フランジ２２下面に面接させて上記
大梁１と上記小梁２との間の位置決めを行う。上記ボル
ト４１，４１に上記ナット４２，４２を螺合し締めつけ
て、上記大梁１及び上記小梁２を上記接合プレート３を
介して接合する。A procedure for joining the large beam 1 and the small beam 2 using the above joining structure will be described. When joining the girder 1 and the girder 2, the joining plate 3 is preliminarily welded and fixed to the girder 1 with the upper surface of the bending piece 31 being in contact with the upper flange 12 as described above.
The bolt holes 32, 32 provided in the joining plate 3 fixed to the girder 1 and the web 2 of the girder 2.
1, and the bolts 41, 41 are inserted into the bolt holes 24, 24, respectively. In this state, the upper surface of the bent piece 31 of the joining plate 3 is brought into face contact with the lower surface of the upper flange 22 so as not to create a gap between the upper surface of the upper beam 22 of the beam 2 and the upper beam 22 of the beam 2. Positioning with the beam 2 is performed. The nuts 42, 42 are screwed and tightened on the bolts 41, 41, and the large beam 1 and the small beam 2 are joined via the joining plate 3.
【００１４】本実施例の接合構造は上述のように構成さ
れており、上記大梁１及び上記小梁２の上記上側フラン
ジ１２及び２２の厚さが等しく、且つ上記接合プレート
３の上記屈曲片３１の上面が上記大梁１の上記上側フラ
ンジ１２及び上記小梁２の上記上側フランジ２２の下面
に面接して上記大梁１及び上記小梁２の位置決めを行
う。このため、本実施例の接合構造によれば、図２に示
すように、該大梁１及び該小梁２の上記上側フランジ１
２及び２２の上面に段差を生じさせずに、上記大梁１及
び上記小梁２を容易に接合することができ、その後の該
大梁１及び該小梁２上への床パネル板の敷設を容易に行
うことができる。床パネル板としては、軽量気泡コンク
リートからなるＡＬＣ版等の通常のコンクリートパネル
が用いられる。The joint structure of the present embodiment is constructed as described above, the upper flanges 12 and 22 of the girder 1 and the girder 2 have the same thickness, and the bent piece 31 of the joint plate 3 is the same. The upper surface of the girder 1 is in contact with the lower surface of the upper flange 12 of the girder 1 and the lower surface of the upper flange 22 of the girder 2 to position the girder 1 and the girder 2. Therefore, according to the joining structure of the present embodiment, as shown in FIG. 2, the upper flange 1 of the girder 1 and the girder 2 is provided.
The girders 1 and the girders 2 can be easily joined to each other without forming a step on the upper surfaces of the girders 2 and 22, and the floor panel board can be easily laid on the girders 1 and the girders 2 thereafter. Can be done. As the floor panel plate, a normal concrete panel such as an ALC plate made of lightweight cellular concrete is used.
【００１５】また、上記屈曲片３１は、上記接合プレー
ト３本体の上端縁から上記ウェブ２１の取り付けられる
側とは逆側に向けて屈曲されて形成されている。このた
め、上記接合プレート３の間違った側面に上記ウェブ２
１を取り付けようとしても、上記接合プレート３の間違
った側面と上記ウェブ２１とを面接させることができな
く、上記小梁２が間違って取り付けられるのを防止する
ことができる。The bending piece 31 is formed by bending from the upper edge of the main body of the joining plate 3 toward the side opposite to the side where the web 21 is attached. Therefore, the web 2 is attached to the wrong side surface of the joining plate 3.
Even if the user tries to attach 1, the wrong side face of the joining plate 3 and the web 21 cannot be brought into face contact with each other, so that the beam 2 can be prevented from being mistakenly attached.
【００１６】本発明の鉄骨梁同士の接合構造は、上記実
施例に制限されることなく、例えば、上記実施例におい
て、接合プレート３は、上側フランジ１２から下側フラ
ンジ１３に亘る大きさを有しているが、接合される小梁
２の断面の大きさに応じて、その大きさが小さく又は大
きく設けられても構わない。ただし、上側フランジ１２
及び２２の厚さは等しくされ、屈曲片３１の上面は上側
フランジ１２及び２２の下面に面接されている。また、
接合プレート３の大梁１のウェブ１１への固定は、本実
施例においては溶接により固定したが、溶接以外の方法
により固定しても良いことは言うまでもない。その他の
点に関しても、本発明の趣旨を逸脱しない限り適宜変更
が可能である。The structure for joining steel beams to each other according to the present invention is not limited to the above embodiment. For example, in the above embodiment, the joining plate 3 has a size ranging from the upper flange 12 to the lower flange 13. However, the size may be small or large depending on the size of the cross section of the beam 2 to be joined. However, the upper flange 12
And 22 have the same thickness, and the upper surface of the bending piece 31 is in contact with the lower surfaces of the upper flanges 12 and 22. Also,
Although the fixing of the joining plate 3 to the web 11 of the girder 1 is performed by welding in this embodiment, it is needless to say that the fixing may be performed by a method other than welding. Other points can be appropriately changed without departing from the spirit of the present invention.
【００１７】[0017]
【発明の効果】本発明によれば、接合される双方の鉄骨
梁の上側フランジ上面に段差を生じさせずに、一方の鉄
骨梁に他方の鉄骨梁のウェブを、接合プレートを介して
容易且つ確実に接合することができる。According to the present invention, the web of the other steel beam can be easily attached to one steel beam through the joining plate without forming a step on the upper surface of the upper flange of the two steel beams to be joined. It can be surely joined.
【図１】本発明の鉄骨梁同士の接合構造の一実施例の外
観を示す一部分解斜視図である。FIG. 1 is a partially exploded perspective view showing the appearance of an embodiment of a joint structure of steel frame beams according to the present invention.
【図２】本発明の鉄骨梁同士の接合構造の一実施例を示
す一部断面側面図である。FIG. 2 is a partial cross-sectional side view showing an embodiment of a joint structure of steel frame beams according to the present invention.
【図３】従来の鉄骨梁同士の接合構造の外観を示す一部
分解斜視図である。FIG. 3 is a partially exploded perspective view showing an appearance of a conventional joint structure of steel beams.
１ 一方の鉄骨梁〔大梁〕 １１（一方の鉄骨梁の）ウェブ １２（一方の鉄骨梁の）上側フランジ ２ 他方の鉄骨梁〔小梁〕 ２１（他方の鉄骨梁の）ウェブ ２２（他方の鉄骨梁の）上側フランジ ３ 接合プレート ３１ 屈曲片 ４１ ボルト ４２ ナット 1 One Steel Beam [Large Beam] 11 (One Steel Beam) Web 12 (One Steel Beam) Upper Flange 2 The Other Steel Beam [S Beam] 21 (Other Steel Beam) Web 22 (The Other Steel Frame) Upper beam flange 3 Joint plate 31 Bending piece 41 Bolt 42 Nut
Claims (1)
ぞれの上側フランジ上面を同一高さ位置に合わせて、接
合プレートを介して直角に接合する梁同士の接合構造に
おいて、 上記一方及び上記他方の鉄骨梁それぞれの上記上側フラ
ンジの厚さが同厚とされており、 上記接合プレートは、その上端縁に該接合プレートの一
方の側に向けて屈曲された屈曲片を有し、該屈曲片の上
面は上記一方の鉄骨梁の上記上側フランジ下面に面接さ
れた状態とされ、且つ該接合プレートの一側端縁部が上
記一方の鉄骨梁のウェブ側面に固定されており、 上記他方の鉄骨梁は、その上記上側フランジ下面が上記
屈曲片の上面に面接された状態とされ、且つそのウェブ
端部がボルト・ナットにより上記接合プレートに接合固
定されていることを特徴とする鉄骨梁同士の接合構造。1. A beam-joining structure in which one steel beam and another steel beam are joined at right angles through a joining plate by aligning the upper flange upper surfaces of the steel beam and the upper surface of the upper flange at the same height position. The thickness of the upper flange of each of the other steel beam is the same, and the joint plate has a bending piece bent toward one side of the joint plate at the upper end edge thereof, The upper surface of the bending piece is in a state of being in contact with the lower surface of the upper flange of the one steel beam, and one end edge portion of the joint plate is fixed to the web side surface of the one steel beam, and the other Steel beam, wherein the lower surface of the upper flange is in contact with the upper surface of the bending piece, and the web end portion is joined and fixed to the joining plate by bolts and nuts. Joint structure of each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3107195A JPH08218492A (en) | 1995-02-20 | 1995-02-20 | Connecting structure for steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3107195A JPH08218492A (en) | 1995-02-20 | 1995-02-20 | Connecting structure for steel beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08218492A true JPH08218492A (en) | 1996-08-27 |
Family
ID=12321220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3107195A Pending JPH08218492A (en) | 1995-02-20 | 1995-02-20 | Connecting structure for steel beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08218492A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010216098A (en) * | 2009-03-13 | 2010-09-30 | Asahi Kasei Homes Co | Structure for joining beams together |
| CN104863270A (en) * | 2015-05-29 | 2015-08-26 | 重庆大学 | Primary and secondary beam hinged joint for wave web steel structure |
-
1995
- 1995-02-20 JP JP3107195A patent/JPH08218492A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010216098A (en) * | 2009-03-13 | 2010-09-30 | Asahi Kasei Homes Co | Structure for joining beams together |
| CN104863270A (en) * | 2015-05-29 | 2015-08-26 | 重庆大学 | Primary and secondary beam hinged joint for wave web steel structure |
| CN104863270B (en) * | 2015-05-29 | 2017-12-01 | 重庆大学 | A kind of wave webs steel construction primary-secondary beam hinged joint |
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