JPH11256688A - Beam joining structure - Google Patents
Beam joining structureInfo
- Publication number
- JPH11256688A JPH11256688A JP5863198A JP5863198A JPH11256688A JP H11256688 A JPH11256688 A JP H11256688A JP 5863198 A JP5863198 A JP 5863198A JP 5863198 A JP5863198 A JP 5863198A JP H11256688 A JPH11256688 A JP H11256688A
- Authority
- JP
- Japan
- Prior art keywords
- steel frame
- flange
- fixed
- beam member
- members
- 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]
【発明の属する技術分野】本発明は、木造軸組構法に使
用される、断面Ｈ型鉄骨材のウエブ両端に形成されたフ
ランジの各表面に木質の板材を設けた梁部材どうしの梁
接合構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam-joining structure of beam members provided with a wooden plate on each surface of flanges formed at both ends of a web of an H-shaped steel frame used in a wooden frame construction method. It is about.
【０００２】[0002]
【従来の技術】従来から、住宅等の軸組構法木造建築に
おいて、その構造の強度、安定性及び耐久性を大きく左
右する横架材として、鉄骨梁を使用することがなされて
おり、例えば特公平３−２７６９２として提案されてい
るものが知られている。この場合、設計の自由度を高め
るために建物のモジュール寸法に基づく所定長さの長梁
部材と短梁部材とを用いるとともに各接合部材の標準化
を行い、鉄骨梁どうし、あるいは鉄骨梁と柱等各部材と
を組合せて軸組構造を構成することとしている。2. Description of the Related Art Conventionally, in wooden structures such as houses and the like, steel beams have been used as horizontal members which greatly affect the strength, stability and durability of the structure. The one proposed as Fairness 3-27692 is known. In this case, in order to increase the degree of freedom of design, a long beam and a short beam of a predetermined length based on the module dimensions of the building are used and standardization of each joint member is performed, so that steel beams or steel beams and columns are used. The frame structure is configured by combining each member.
【０００３】また、上記の鉄骨梁による軸組構法の施工
性向上のため、図４に示す如く、断面Ｈ型鉄骨材２のウ
エブ２ａ両端に形成されたフランジ２ｂ、２ｂの各表面
に木質の板材３、３を設けた複合鉄骨による梁部材１が
提案されている。この梁部材１による軸組構造において
は、梁部材１を長手方向に延長する場合は、図５に示す
如く平板状の平金具６を使用し、梁を例えばＴ字状等、
直角方向に接続する場合は、図６に示す如く、断面略Ｔ
字状のＴ字金具７を使用してそれぞれ鉄骨材２の透孔を
介してボルト止めを行い、木造建築物の軸組構造を形成
している。Further, in order to improve the workability of the frame construction method using the steel beams, as shown in FIG. A beam member 1 made of a composite steel frame provided with plate members 3 has been proposed. In the frame structure using the beam member 1, when the beam member 1 is extended in the longitudinal direction, a flat metal fitting 6 having a flat plate shape is used as shown in FIG.
When connecting in a right angle direction, as shown in FIG.
Each of the T-shaped metal fittings 7 is bolted through a through hole of the steel frame material 2 to form a frame structure of a wooden building.
【０００４】[0004]
【発明が解決しようとする課題】しかしながら、上記従
来の技術においては、例えば上記平金具６、Ｔ字金具７
あるいは鉄骨材２のボルト挿通用透孔２ｃの位置精度、
又は、挿通されるボルト８との隙間によって、隣り合う
梁部材１との上面に段差を生ずることがあった。したが
って、この段差によって梁部材１、１上面に設けられる
床面の水平度が維持できないことがあり、段差解消のた
めに、図７に示す如く、例えば調整用治具Ｃを使用し
て、平金具６と梁部材１との透孔の高さ位置調整等の作
業を行う必要があった。However, in the above-mentioned prior art, for example, the flat metal fitting 6 and the T-shaped metal fitting 7 are used.
Alternatively, the positional accuracy of the bolt insertion through hole 2c of the steel frame material 2,
Alternatively, a step may occur on the upper surface of the adjacent beam member 1 due to a gap between the bolt 8 to be inserted. Therefore, the level of the floor provided on the upper surfaces of the beam members 1 and 1 may not be maintained due to the steps. In order to eliminate the steps, as shown in FIG. It was necessary to perform operations such as adjusting the height position of the through hole between the metal fitting 6 and the beam member 1.
【０００５】ところで、上記軸組を構成する、既固定側
の梁部材１である長梁Ａは、予め地上にて柱材１０と接
合され、図８に示す如く、クレーン吊りを行って土台１
１に固着される。そして、図９に示す如く、この長梁Ａ
間に配設される、被固定側の梁部材である短梁Ｂをこの
長梁Ａに接合する場合、まず、クレーン吊りにて短梁Ｂ
を所定位置に運び、このクレーンにて吊り下げた状態に
て長梁Ａと短梁Ｂとをボルト止めする必要があり、軸組
の組立作業効率が悪いという問題もあった。[0005] Incidentally, the long beam A, which is the beam member 1 on the fixed side, which constitutes the above-mentioned shaft assembly, is previously joined to the column member 10 on the ground, and as shown in FIG.
1 is fixed. Then, as shown in FIG.
When joining the short beam B, which is a beam member on the fixed side, to the long beam A, the short beam B is first suspended by a crane.
Must be carried to a predetermined position, and the long beam A and the short beam B need to be bolted in a state of being suspended by this crane, and there has been a problem that the assembling work efficiency is low.
【０００６】本発明は、上記事由に鑑みてなしたもの
で、その目的とするところは、梁部材どうしの段差を無
くすことが出来、また、効率良く梁部材どうしの接合作
業の出来る梁接合構造を提供することにある。SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and an object thereof is to eliminate a step between beam members and to efficiently join a beam member to each other. Is to provide.
【０００７】[0007]
【課題を解決するための手段】上記目的を達成するため
に、請求項１記載の梁接合構造は、断面Ｈ型鉄骨材のウ
エブ両端に形成されたフランジの各表面に木質の板材を
設けた梁部材どうしの梁接合構造であって、鉄骨材フラ
ンジの対向面端部に梁部材長手方向に向け突出させた突
出片を設け、同突出片を隣り合う梁部材鉄骨材のフラン
ジ対向面に当接させ被固定側及び既固定側の梁部材どう
しを接合してなる。In order to achieve the above object, in the beam joint structure according to the first aspect, a woody plate is provided on each surface of a flange formed at both ends of the web of the H-shaped steel frame. In the beam joint structure between beam members, a protruding piece is provided at the end of the facing surface of the steel frame flange so as to protrude in the longitudinal direction of the beam member, and the protruding piece contacts the flange facing surface of the adjacent beam member steel frame material. The beam members on the fixed side and the fixed side are brought into contact with each other and joined together.
【０００８】したがって、この場合、断面Ｈ型鉄骨材の
ウエブ両端に形成されたフランジの各表面に木質の板材
を設けた被固定側及び既固定側の梁部材どうしが、鉄骨
材フランジの対向面端部に梁部材長手方向に向け突出さ
せ設けられたた突出片を、隣り合う梁部材鉄骨材のフラ
ンジ対向面に当接させ接合することができる。Accordingly, in this case, the fixed-side and fixed-side beam members provided with the wooden plate members on the respective surfaces of the flanges formed at both ends of the web of the H-section steel frame member are opposed to each other by the facing surface of the steel frame flange. A protruding piece provided at the end so as to protrude in the longitudinal direction of the beam member can be brought into contact with and joined to the flange-facing surface of the adjacent beam member steel frame material.
【０００９】また、請求項２記載の梁接合構造は、請求
項１記載の被固定側梁部材の鉄骨材下側フランジ上面に
突出片を配設し、同突出片下面を、隣り合う既固定側梁
部材の鉄骨材下側のフランジ上面に当接させ接合するこ
ととしている。According to a second aspect of the present invention, there is provided a beam joining structure in which a projecting piece is disposed on an upper surface of a lower flange of a steel frame member of a beam member to be fixed according to the first aspect, and a lower face of the projecting piece is adjacently fixed. The side beam member is brought into contact with and joined to the upper surface of the flange below the steel member.
【００１０】したがって、この場合、被固定側梁部材の
鉄骨材下側フランジ上面に配設された突出片下面が、隣
り合う既固定側梁部材の鉄骨材下側のフランジ上面に当
接され接合される。Therefore, in this case, the lower surface of the projecting piece disposed on the upper surface of the lower flange of the steel member of the fixed-side beam member is brought into contact with and joined to the upper surface of the lower flange of the steel member of the adjacent fixed-side beam member. Is done.
【００１１】また、請求項３記載の梁接合構造は、請求
項１又は２記載の突出片を、梁部材端部の鉄骨材フラン
ジへの板材固定用ボルトにて、該板材とともに固着して
なる。According to a third aspect of the present invention, there is provided a beam joining structure in which the protruding piece according to the first or second aspect is fixed together with the plate using bolts for fixing the plate to the steel frame flange at the end of the beam member. .
【００１２】したがって、この場合、突出片が、梁部材
端部の鉄骨材フランジへの板材固定用ボルトにて、該板
材とともに固着される。Therefore, in this case, the projecting piece is fixed together with the plate by bolts for fixing the plate to the steel frame flange at the end of the beam member.
【００１３】[0013]
【発明の実施の形態】図１乃至図３は、本発明の請求項
１乃至３全てに対応する一実施の形態を示し、図１は、
本発明の一実施の形態の梁接合構造の直列接合を示す斜
視図である。図２は、同梁接合構造に使用する梁部材端
部を示す斜視図である。図３は、同梁接合構造のＴ字状
接合を示す斜視図である。1 to 3 show an embodiment corresponding to all of claims 1 to 3 of the present invention, and FIG.
It is a perspective view which shows the series joining of the beam joining structure of one Embodiment of this invention. FIG. 2 is a perspective view showing an end of a beam member used for the beam joining structure. FIG. 3 is a perspective view showing a T-shaped joint of the beam joint structure.
【００１４】この実施の形態の梁接合構造は、断面Ｈ型
鉄骨材２のウエブ２ａ両端に形成されたフランジ２ｂ、
２ｂの各表面に木質の板材３、３を設けた梁部材１、１
どうしの梁接合構造であって、鉄骨材２フランジ２ｂ、
２ｂの対向面端部に梁部材１長手方向に向け突出させた
突出片５を設け、同突出片５を隣り合う梁部材１鉄骨材
２のフランジ２ｂ、２ｂ対向面に当接させ被固定側及び
既固定側の梁部材１、１どうしを接合してなる。The beam joint structure according to this embodiment comprises a flange 2b formed at both ends of a web 2a of an H-shaped section steel frame 2;
2b, beam members 1, 1 provided with wooden boards 3, 3, respectively.
It is a beam joint structure between two members, a steel frame 2 flange 2b,
A projecting piece 5 protruding in the longitudinal direction of the beam member 1 is provided at an end of the facing surface of the beam member 2b, and the projecting piece 5 is brought into contact with the flange 2b, 2b facing surface of the adjacent beam member 1 steel member 2 to be fixed. And the beam members 1, 1 on the fixed side are joined together.
【００１５】又、該実施の形態の梁接合構造において
は、被固定側梁部材１（Ｂ）の鉄骨材２下側フランジ２
ｂ上面に突出片５を配設し、同突出片５下面を、隣り合
う既固定側梁部材１（Ａ）の鉄骨材２下側のフランジ２
ｂ上面に当接させ接合してもいる。又、該実施の形態の
梁接合構造においては、突出片５を、梁部材１端部の鉄
骨材２フランジ２ｂへの板材３固定用ボルト４にて、該
板材３とともに固着してもいる。Further, in the beam joint structure of the embodiment, the steel frame 2 lower flange 2 of the fixed-side beam member 1 (B) is used.
b. A protruding piece 5 is disposed on the upper surface, and the lower face of the protruding piece 5 is connected to the flange 2 below the steel frame material 2 of the adjacent fixed-side beam member 1 (A).
b It is also in contact with and joined to the upper surface. Further, in the beam joining structure of this embodiment, the projecting piece 5 is fixed together with the plate 3 with the bolt 3 for fixing the plate 3 to the steel frame 2 flange 2b at the end of the beam member 1.
【００１６】詳しくは、この梁接合構造は、梁部材１の
構成のみが従来の技術の項にて示した梁接合構造とは異
なるもので、他の構成は図５、図６に示す従来例のもの
と同一である。そして、梁部材１を長手方向に延長する
場合は、図１に示す如く、平板状の平金具６を使用し、
梁部材１を例えばＴ字状等、直角方向に接続する場合
は、図３に示す如く、断面略Ｔ字状のＴ字金具７を使用
してそれぞれ鉄骨材２の透孔２ｃを介してボルト止めを
行い、例えば図９に示すような木造建築物の軸組構造を
形成するのに使用される。More specifically, this beam joining structure is different from the beam joining structure shown in the section of the prior art only in the structure of the beam member 1, and other structures are shown in FIGS. Is the same as When extending the beam member 1 in the longitudinal direction, as shown in FIG.
When the beam member 1 is connected in a right angle direction such as a T-shape, for example, as shown in FIG. 3, bolts are respectively inserted through the through holes 2c of the steel frame material 2 using T-shaped metal fittings 7 having a substantially T-shaped cross section. It is used to stop and form a framed structure of a wooden building as shown in FIG. 9, for example.
【００１７】鉄骨材２は、例えば、板厚略３ｍｍで大略
２００ｍｍの高さを有するウエブ２ａと、板厚略５ｍｍ
で大略１００ｍｍの幅を有するフランジ２ｂ、２ｂとを
有する断面Ｈ型のＨ形鋼である。ウエブ２ａは、長手方
向の両端及び中間の所定位置に、梁材として使用すると
きの延長及び接合用のボルト挿通用の透孔２ｃが設けら
れている。フランジ２ｂは、後述する板材３を所定のボ
ルトにより固定するためのボルト挿通用の透孔（図示せ
ず）が設けられている。The steel frame 2 includes, for example, a web 2a having a thickness of approximately 3 mm and a height of approximately 200 mm, and a web 2a having a thickness of approximately 5 mm.
And a flange 2b, 2b having a width of approximately 100 mm. The web 2a is provided with through holes 2c for bolt insertion for extension and joining when used as a beam at predetermined positions at both ends and intermediate positions in the longitudinal direction. The flange 2b is provided with a through hole (not shown) for inserting a bolt for fixing a plate member 3 described later with a predetermined bolt.
【００１８】板材３は、木質板で、例えば大略５０ｍｍ
の厚さで大略１００ｍｍの幅を有し、長手方向に所定間
隔で鉄骨材２に固定するためのナットの外形より僅かに
大きい内径とそのナットの厚さと大略同一の深さの段差
を有する所定のボルト貫通用の孔３ａを複数有してい
る。この板材３は、上記鉄骨材２に、適宜長さのボルト
４が使用されて所定位置においてボルトねじ部が突出す
るように固定され、建築構造用部材である梁部材１を構
成する。The plate 3 is a wooden plate, for example, approximately 50 mm.
Having a thickness of approximately 100 mm and a diameter slightly larger than the outer shape of a nut for fixing to the steel frame material 2 at predetermined intervals in the longitudinal direction, and a step having a depth substantially equal to the thickness of the nut. Has a plurality of holes 3a for bolt penetration. The plate member 3 is fixed to the steel frame member 2 by using a bolt 4 having an appropriate length so that a bolt screw portion protrudes at a predetermined position, thereby forming a beam member 1 as a building structural member.
【００１９】突出片５は、例えば、鉄骨材２のフランジ
２ｂの半分より小さい巾で所定長さをもった短冊状の鋼
板で、一端に上記板材３固定用のボルト４が挿通される
透孔（図示せず）が形成され、この透孔を介して、図２
に示すように、ボルト４にて板材とともに鉄骨材２の対
向面である下側フランジ２ｂ上面に、梁部材１長手方向
に向け突出させ固着されている。この場合、突出片５
は、図９に示す短梁Ｂに相当する被固定側の梁部材１の
鉄骨材２フランジ２ｂの両端部に設けてある。そして、
梁部材１、１どうしの接合時において、長梁Ａに相当す
る、隣り合う既固定側の梁部材１の鉄骨材２下側のフラ
ンジ２ｂ上面に当接される。また、突出片５の鋼板の厚
みは、既固定側の梁部材１にて該突出片５、５を介して
梁部材１の両端を支持したときに折曲変形することの無
い厚さ寸法を有している。The projecting piece 5 is, for example, a strip-shaped steel plate having a predetermined length and a width smaller than half of the flange 2b of the steel frame material 2, and a through hole through which the bolt 4 for fixing the plate material 3 is inserted at one end. (Not shown) is formed, and through this through-hole, FIG.
As shown in the figure, the beam member 1 is fixed to the upper surface of the lower flange 2b which is the facing surface of the steel frame member 2 together with the plate member by projecting in the longitudinal direction of the beam member 1. In this case, the projecting piece 5
Are provided at both ends of the steel member 2 flange 2b of the fixed-side beam member 1 corresponding to the short beam B shown in FIG. And
When the beam members 1 and 1 are joined to each other, they are brought into contact with the upper surface of the flange 2b below the steel frame material 2 of the adjacent fixed-side beam member 1 corresponding to the long beam A. Further, the thickness of the steel plate of the projecting piece 5 is set to a thickness dimension that does not bend when the both ends of the beam member 1 are supported by the beam member 1 on the fixed side via the projecting pieces 5, 5. Have.
【００２０】上記の梁部材１は、図１に示すように、ま
ず、長梁Ａである既固定側の梁部材１が、柱１０の端面
に設けられた係合孔（図示せず）に、板材３、３から突
出した上記ボルト４のボルトねじ部（図示せず）を係合
させ、図示していない結合用金物を用いて緊結し柱１０
と組み合わせられる。そして、クレーン吊りされて前述
の土台１１上方に運ばれた後、柱１０の下端が該土台１
１に固着される。As shown in FIG. 1, the beam member 1 on the fixed side, which is a long beam A, is first inserted into an engaging hole (not shown) provided on the end face of the pillar 10 as shown in FIG. The bolts 4 (not shown) of the bolts 4 projecting from the plates 3 and 3 are engaged with each other, and are tightened using a metal fitting (not shown).
Can be combined with After being suspended by a crane and transported above the base 11, the lower end of the column 10 is
1 is fixed.
【００２１】そして、梁部材１を長手方向に延長する場
合は、短梁Ｂである被固定側の梁部材１を、クレーン吊
りして側方から移動させ、梁部材１の鉄骨材２下側フラ
ンジ２ｂの端部上面に固着されている突出片５下面を、
長梁Ａである、隣り合う既固定側の梁部材１の鉄骨材２
下側のフランジ２ｂ上面に当接させ仮置きする。その
後、クレーンのロープを外して梁部材１どうしを固着部
である端部を介して平金具６を用いボルト８及びナット
９にて螺着し接合する。When the beam member 1 is to be extended in the longitudinal direction, the beam member 1 on the fixed side, which is the short beam B, is suspended from a side by a crane and moved from the side to the lower side of the steel frame member 2 of the beam member 1. The lower surface of the protruding piece 5 fixed to the upper surface of the end of the flange 2b is
The steel member 2 of the adjacent fixed beam member 1 which is the long beam A
It is temporarily placed in contact with the upper surface of the lower flange 2b. After that, the rope of the crane is removed, and the beam members 1 are screwed together with bolts 8 and nuts 9 using flat metal fittings 6 via ends which are fixing portions.
【００２２】また、梁を例えばＴ字状等、直角方向に接
続する場合は、図３に示す如く、短梁Ｂである被固定側
の梁部材１をクレーン吊りして、鉄骨材２下側フランジ
２ｂの端部上面に固着されている突出片５下面を、長梁
Ａである、隣り合う既固定側の梁部材１の鉄骨材２下側
のフランジ２ｂ上面に当接させて側方から移動させ、所
定の位置にてクレーンのロープを外して、梁部材１どう
しを固着部である端部を介してＴ字金具７を用いボルト
８及びナット９にて螺着し接合する。When the beams are connected in a right angle direction, for example, in a T-shape, as shown in FIG. The lower surface of the protruding piece 5 fixed to the upper surface of the end of the flange 2b is brought into contact with the upper surface of the flange 2b below the steel member 2 of the adjacent fixed beam member 1, which is the long beam A, from the side. It is moved, the rope of the crane is removed at a predetermined position, and the beam members 1 are screwed together with bolts 8 and nuts 9 using T-shaped fittings 7 via ends that are fixed portions.
【００２３】したがって、以上説明した梁接合構造によ
ると、断面Ｈ型鉄骨材２のウエブ２ａ両端に形成された
フランジ２ｂ、２ｂの各表面に木質の板材３を設けた被
固定側及び既固定側の梁部材１、１どうしが、鉄骨材２
フランジ２ｂ、２ｂの対向面端部に梁部材１長手方向に
向け突出させ設けられたた突出片５を、隣り合う梁部材
１鉄骨材２のフランジ２ｂ、２ｂ対向面に当接させ接合
することができるので、梁部材１、１どうしの段差を無
くすことが出来、また、クレーンにて吊り下げた状態に
てボルト止めを行う必要が無く、以て、効率良く梁部材
どうしを接合することができる。Therefore, according to the beam joining structure described above, the fixed side and the fixed side in which the wooden board 3 is provided on each surface of the flanges 2b, 2b formed at both ends of the web 2a of the H-shaped steel frame 2 in section. Beam members 1 and 1 are made of steel frame material 2
A projecting piece 5 provided at the end of the facing surface of the flange 2b, 2b so as to protrude in the longitudinal direction of the beam member 1 is brought into contact with and joined to the facing surface of the flange 2b, 2b of the adjacent beam member 1 steel member 2. Therefore, the steps between the beam members 1 and 1 can be eliminated, and there is no need to perform bolting in a state where the beam members are suspended by a crane, so that the beam members can be efficiently joined together. it can.
【００２４】また、被固定側梁部材１の鉄骨材２下側フ
ランジ２ｂ上面に配設された突出片５下面が、隣り合う
既固定側梁部材１の鉄骨材２下側のフランジ２ｂ上面に
当接され接合されるので、所定長さの突出片５を設けた
短梁用梁部材１のみ準備することにて、長手方向に梁部
材１を延長するときと直角方向に接続するときとの両方
に対応することが出来、以て、予め準備する部材数を少
なくすることができて標準部材の品種集約ができる。ま
た、突出片５が、梁部材１端部の鉄骨材２フランジ２ｂ
への板材３固定用ボルト４にて、該板材３とともに固着
されるので、固着部材を共通化出来て、コスト上昇を低
く抑えることができる。The lower surface of the projecting piece 5 disposed on the upper surface of the lower flange 2b of the steel member 2 of the fixed-side beam member 1 is attached to the upper surface of the lower flange 2b of the steel member 2 of the adjacent fixed-side beam member 1. Since the abutment and joining are performed, only the short beam member 1 provided with the protruding piece 5 having a predetermined length is prepared, so that when the beam member 1 is extended in the longitudinal direction and when the beam member 1 is connected in the perpendicular direction. It is possible to cope with both, so that the number of members to be prepared in advance can be reduced, and the types of standard members can be consolidated. Also, the projecting piece 5 is a steel member 2 flange 2b at the end of the beam member 1.
Since the plate 3 is fixed together with the plate 3 by the bolt 4 for fixing the plate 3, the fixing member can be shared and the increase in cost can be suppressed.
【００２５】[0025]
【発明の効果】上述の如く、本発明の請求項１記載の梁
接合構造は、断面Ｈ型鉄骨材のウエブ両端に形成された
フランジの各表面に木質の板材を設けた被固定側及び既
固定側の梁部材どうしが、鉄骨材フランジの対向面端部
に梁部材長手方向に向け突出させ設けられたた突出片
を、隣り合う梁部材鉄骨材のフランジ対向面に当接させ
接合することができるので、梁部材どうしの段差を無く
すことが出来、また、クレーンにて吊り下げた状態にて
ボルト止めを行う必要が無く、以て、効率良く梁部材ど
うしを接合することができる。As described above, the beam joint structure according to the first aspect of the present invention has a structure in which a wooden board is provided on each surface of a flange formed at both ends of a web of an H-shaped steel frame, and the beam-joining structure has an existing structure. The projecting pieces provided so that the fixed-side beam members protrude toward the longitudinal direction of the beam member at the end of the facing surface of the steel member flange are brought into contact with and joined to the flange-facing surface of the adjacent beam member steel member. Therefore, the step between the beam members can be eliminated, and there is no need to perform bolting in a state of being suspended by a crane, so that the beam members can be joined efficiently.
【００２６】また、請求項２記載の梁接合構造は、請求
項１記載のものの効果に加え、被固定側梁部材の鉄骨材
下側フランジ上面に配設された突出片下面が、隣り合う
既固定側梁部材の鉄骨材下側のフランジ上面に当接され
接合されるので、所定長さの突出片を設けた短梁用梁部
材のみ準備することにて、長手方向に梁部材を延長する
ときと直角方向に接続するときとの両方に対応すること
が出来、以て、予め準備する部材数を少なくすることが
できて標準部材の品種集約ができる。In addition, in addition to the effect of the first aspect, the beam joint structure according to the second aspect has a lower surface of the projecting piece disposed on the upper surface of the lower flange of the steel frame member of the fixed-side beam member. Since the fixed side beam member is brought into contact with and joined to the upper surface of the flange below the steel member, the beam member is extended in the longitudinal direction by preparing only a short beam member provided with a protruding piece having a predetermined length. It is possible to cope with both the time and the time of connection in the right angle direction, so that the number of members to be prepared in advance can be reduced, and the types of standard members can be consolidated.
【００２７】また、請求項３記載の梁接合構造は、請求
項１又は２記載のものの効果に加え、突出片が、梁部材
端部の鉄骨材フランジへの板材固定用ボルトにて、該板
材とともに固着されるので、固着部材を共通化出来て、
コスト上昇を低く抑えることができる。According to a third aspect of the present invention, in addition to the effect of the first or second aspect, the projecting piece is formed by a bolt for fixing a plate material to a steel frame flange at an end of the beam member. Because it is fixed together, the fixing member can be shared,
The cost increase can be kept low.
【図１】本発明の一実施の形態の梁接合構造の直列接合
を示す斜視図である。FIG. 1 is a perspective view showing a series connection of a beam connection structure according to an embodiment of the present invention.
【図２】同梁接合構造に使用する梁部材端部を示す斜視
図である。FIG. 2 is a perspective view showing an end of a beam member used in the beam joining structure.
【図３】同梁接合構造のＴ字状接合を示す斜視図であ
る。FIG. 3 is a perspective view showing a T-shaped joint of the beam joint structure.
【図４】梁部材を示す側面図である。FIG. 4 is a side view showing a beam member.
【図５】本発明の従来例である梁接合構造の直列接合を
示す斜視図である。FIG. 5 is a perspective view showing a series joining of a beam joining structure as a conventional example of the present invention.
【図６】同梁接合構造のＴ字状接合を示す斜視図であ
る。FIG. 6 is a perspective view showing a T-shaped joint of the beam joint structure.
【図７】同梁接合構造の梁水平調整作業を示す説明図で
ある。FIG. 7 is an explanatory view showing a beam leveling operation of the beam joint structure.
【図８】軸組構法におけるクレーン吊りを示す説明図で
ある。FIG. 8 is an explanatory diagram showing crane suspension in the frame construction method.
【図９】軸組構造の説明図である。FIG. 9 is an explanatory diagram of a shaft assembly structure.
１ 梁部材 ２ 鉄骨材 ２ａ ウエブ ２ｂ フランジ ３ 板材 ４ ボルト（板材固定用ボルト） ５ 突出片 Ａ 長梁（既固定側梁部材） Ｂ 短梁（被固定側梁部材） Reference Signs List 1 beam member 2 steel member 2a web 2b flange 3 plate member 4 bolt (bolt for fixing plate member) 5 projecting piece A long beam (fixed side beam member) B short beam (fixed side beam member)
Claims (3)
たフランジの各表面に木質の板材を設けた梁部材どうし
の梁接合構造であって、 鉄骨材フランジの対向面端部に梁部材長手方向に向け突
出させた突出片を設け、同突出片を隣り合う梁部材鉄骨
材のフランジ対向面に当接させ被固定側及び既固定側の
梁部材どうしを接合してなる梁接合構造。1. A beam joining structure in which wooden members are provided on respective surfaces of flanges formed at both ends of a web of an H-shaped steel frame member, and a beam member is provided at an end of an opposite surface of the steel frame flange. A beam joining structure in which a projecting piece projecting in the longitudinal direction is provided, and the projecting piece is brought into contact with a flange-facing surface of an adjacent beam member steel frame member to join the fixed side and the fixed side beam members.
面に突出片を配設し、同突出片下面を、隣り合う既固定
側梁部材の鉄骨材下側のフランジ上面に当接させ接合す
ることを特徴とする請求項１記載の梁接合構造。2. A projecting piece is disposed on the upper surface of the lower flange of the steel member of the fixed-side beam member, and the lower surface of the projecting piece is brought into contact with the upper surface of the lower flange of the steel member of the adjacent fixed-side beam member. The beam joining structure according to claim 1, wherein the beam is joined.
への板材固定用ボルトにて、該板材とともに固着してな
ることを特徴とする請求項１又は２記載の梁接合構造。3. The beam joint structure according to claim 1, wherein the projecting piece is fixed together with the plate by bolts for fixing the plate to the steel frame flange at the end of the beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5863198A JPH11256688A (en) | 1998-03-10 | 1998-03-10 | Beam joining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5863198A JPH11256688A (en) | 1998-03-10 | 1998-03-10 | Beam joining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH11256688A true JPH11256688A (en) | 1999-09-21 |
Family
ID=13089943
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5863198A Pending JPH11256688A (en) | 1998-03-10 | 1998-03-10 | Beam joining structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH11256688A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103643812A (en) * | 2013-11-22 | 2014-03-19 | 许继集团有限公司 | Cabin roof splicing structure of prefabricated cabin and combined prefabricated cabin using same |
-
1998
- 1998-03-10 JP JP5863198A patent/JPH11256688A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103643812A (en) * | 2013-11-22 | 2014-03-19 | 许继集团有限公司 | Cabin roof splicing structure of prefabricated cabin and combined prefabricated cabin using same |
| CN103643812B (en) * | 2013-11-22 | 2017-09-05 | 许继集团有限公司 | Prefabricated cabin cabin push up splicing construction and using the structure and cabin formula prefabricated cabin |
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