JPH0735603U - Beam joint structure in wooden building - Google Patents
Beam joint structure in wooden buildingInfo
- Publication number
- JPH0735603U JPH0735603U JP7180093U JP7180093U JPH0735603U JP H0735603 U JPH0735603 U JP H0735603U JP 7180093 U JP7180093 U JP 7180093U JP 7180093 U JP7180093 U JP 7180093U JP H0735603 U JPH0735603 U JP H0735603U
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- joint
- core plate
- bottom plate
- wedge
- joining
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Abstract
(57)【要約】
【目的】 一般木材を使用した木造建築物はもちろん構
造用集成材を使用した大規模木造建築物においても、そ
の梁の接合構造を、外観を損なうことなく、十分満足で
きる緊締強度を得られるものとすること。
【構成】 梁9,10の接合端部に形成の嵌合空処13
を、接合金具主体1に嵌合させた状態において、該主体
1の底板2上に乗載し、上記接合端部の高さ(厚さ)よ
り十分に長くかつ先細の打込み楔20,21を、上記主
体1の楔案内片4,5の上向き傾斜面6,7に沿って打
設挿入し、上記接合端部が完全に接合したときにおい
て、なお突出している該打込み楔20,21の上下端部
を切断除去し、さらに、上記接合端部に乗載しかつそれ
との間に若干の隙間を有する覆板22が、接合金具主体
1の芯板3の上端面にねじで固定されている。
(57) [Summary] [Purpose] Satisfies the beam joint structure without impairing the appearance, not only for wooden buildings using general timber but also for large-scale wooden buildings using structural laminated timber. The tightening strength should be obtained. [Structure] Fitting space 13 formed at the joint ends of beams 9 and 10
Is mounted on the bottom plate 2 of the main body 1 in a state of being fitted to the main body 1 of the joining metal fitting, and the driving wedges 20 and 21 which are sufficiently longer than the height (thickness) of the joining end portion and which are tapered are provided. The upper and lower sides of the driving wedges 20 and 21 that are still protruding when the wedge guide pieces 4 and 5 of the main body 1 are inserted and inserted along the upward inclined surfaces 6 and 7 and the joint ends are completely joined. An end portion is cut and removed, and a cover plate 22 mounted on the joint end portion and having a slight gap therebetween is fixed to an upper end surface of a core plate 3 of the joint metal fitting main body 1 with a screw. .
Description
【0001】[0001]
本考案は木造建築物における梁接合構造の改良に関するものである。 The present invention relates to improvement of a beam joint structure in a wooden building.
【0002】[0002]
木造建築物において、二つの木材を繋ぎ合わせている接合構造箇所としては、 柱と梁との接合構造、柱と土台との接合構造、梁と梁との直列あるいは直交方向 における接合構造、合掌すなわち梁とともにトラスの三角形を形成する左右一対 の斜材の頂部の接合構造、その斜材の外端部と柱の上端部との接合構造等、各種 の接合構造がある。 この各種の接合構造における二つの木材の繋ぎ合わせには、従来から切り刻み ,穿孔等の加工によるものや、釘,ボルト・ナット,ジベル、フランジプレート 等の接合金具によるもの、接着剤によるもの、これらを併用するもの等各種の型 式が知られている。 In a wooden structure, the joint structure where two timbers are connected includes a pillar-beam joint structure, a pillar-base joint structure, a beam-beam joint structure in a series or orthogonal direction, There are various joint structures, such as the joint structure of the tops of a pair of left and right diagonal members that form the triangle of the truss together with the beam, and the outer end of the diagonal member and the upper end of the column. The joining of two timbers in these various joining structures has conventionally been performed by cutting, piercing, etc., joining metal fittings such as nails, bolts / nuts, dowels, flange plates, and adhesives. Various types are known, such as those in which
【0003】[0003]
従来の上記各種の型式の繋ぎ合わせは、いずれも一般木材すなわちムク材を接 合するために開発採用されているものであって、それなりの作用効果を挙げてい るとは認められる。 しかし、この繋ぎ合わせ型式は、近時、注目されかつ建築されるようになった 構造用集成材を主要構造部に使用する大規模木造建築物における接合構造にとっ ては、緊締強度が不足すること、あるいはまた、接合金具が外面に露出し不体裁 であること等のために必ずしも十分満足するものではない。 本考案の主たる目的は、一般木材を使用した木造建築物はもちろん構造用集成 材を使用した大規模木造建築物においても、それの梁の接合構造を外観を損なう ことなく、十分満足できる緊締強度を得られる梁接合構造の提供にある。 All of the above-mentioned various types of splicing have been developed and adopted for splicing general wood, that is, muku lumber, and it is recognized that they have some action and effect. However, this joining type lacks the tightening strength for the joining structure in a large-scale wooden building that uses the structural laminated timber, which has recently been attracting attention and has been constructed, for the main structure part. In addition, it is not always satisfactory because the joint fitting is exposed on the outer surface and is not visible. The main purpose of the present invention is not only for wooden buildings using general timber but also for large-scale wooden buildings using structural laminated timbers, the beam joint structure does not impair the external appearance, and the tightening strength is sufficient. The purpose of this is to provide a beam joint structure that can obtain
【0004】[0004]
【課題を解決するための手段】 本考案に係る木造建造物における梁接合構造の構成は次のとおりである。Means for Solving the Problems The structure of a beam joint structure in a wooden structure according to the present invention is as follows.
【0005】 接合金具主体1が、底板2の上面に、互いに接合しようとする梁9,10の 高さ(厚さ)より僅かに低い高さの芯板3を垂直に設立するとともに、この芯板 3の長手方向両端部であってその両側面の対称位置に、少なくとも互いに対向さ せている内側面を上向き傾斜面6,6,7,7とした楔案内片4,4,5,5を 形成し、該上向き傾斜面6,6,7,7の各下端対応位置の底板2に貫通孔2′ ……を設けている。The joining metal fitting main body 1 vertically establishes on the upper surface of the bottom plate 2 a core plate 3 having a height slightly lower than the height (thickness) of the beams 9 and 10 to be joined to each other, and this core Wedge guide pieces 4, 4, 5, 5 with inner side surfaces facing at least mutually facing upwardly inclined surfaces 6, 6, 7, 7 at symmetrical positions on both side surfaces of the plate 3 in the longitudinal direction thereof. Through holes 2 '... Are provided in the bottom plate 2 at positions corresponding to the lower ends of the upward inclined surfaces 6, 6, 7, and 7.
【0006】 上記梁9,10が、その接合端部11,12に、それらの底面に設けられか つ上記接合金具主体1の底板2の長手方向の左右各半分を受入する所要の大きさ と形状にした扁平空処14,14と、上記接合端部11,12の中心線に沿って 設けられかつ上記芯板3の長手方向の左右各半分を受入する所要の大きさと形状 にした縦溝15,15と、この縦溝15,15の途中を拡幅して設けられかつ上 記楔案内片4,5を受入した上さらに後記打込み楔20,21を受入する余裕空 間を保有する所要の大きさと形状にした拡幅縦溝16,17とを互いに連続させ て形成してなる嵌合空処13,13を有し、この嵌合空処13,13を、上記接 合金具主体1に嵌合させた状態において、該接合金具主体1の底板2上に乗載し 、この乗載によって、接合金具主体1の芯板3および楔案内片5,6の上面が上 記嵌合空処13,13内に位置し、梁9,10の上面すなわち接合端部11,1 2の上面との間に若干の段差sを形成する。The beams 9 and 10 are provided at their joint ends 11 and 12 at their bottom surfaces and have a required size for receiving the left and right halves of the bottom plate 2 of the joint metal body 1 in the longitudinal direction. A flat groove 14 having a shape, and a vertical groove provided along the center line of the joint ends 11 and 12 and having a required size and shape for receiving the left and right halves of the core plate 3 in the longitudinal direction. It is necessary to have a sufficient space for receiving the wedge wedges 20, 21 described later as well as receiving the wedge guide pieces 4, 5 described above and widening the middle of the vertical grooves 15, 15. There are fitting cavities 13 and 13 formed by continuously forming widened vertical grooves 16 and 17 having a size and a shape, and the fitting cavities 13 and 13 are fitted to the fitting main body 1. In the assembled state, it is mounted on the bottom plate 2 of the main fitting 1 and The upper surfaces of the core plate 3 and the wedge guide pieces 5 and 6 of the joining metal fitting main body 1 are located in the above fitting cavities 13 and 13, and the upper surfaces of the beams 9 and 10, that is, the joining end portions 11 and 1 A slight step s is formed between the upper surface and the upper surface of 2.
【0007】 梁9,10の接合端部11,12の高さ(厚さ)より十分に長くかつ先細の 打込み楔20,20,21,21が、楔案内片4,5を受入した拡幅縦溝16, 17の上記余裕空間に該楔案内片4,5の上向き傾斜面7,8に沿って密に打設 挿入され、梁9,10同士全体が互いに接近する方向に強制的に移動し、それら の接合端部11,12の長手方向端面18,19を互いに圧接させ、その圧接が 、完全になったときにおいて、拡幅縦溝16,17の上方になお突出している打 込み楔20,21の上端部と、該拡幅縦溝16,17の下方であって底板2の前 記貫通孔2′から突出している下端部が切断除去されている。[0007] The driving wedges 20, 20, 21, 21 that are sufficiently longer and thinner than the heights (thicknesses) of the joint ends 11, 12 of the beams 9, 10 have a widened vertical length in which the wedge guide pieces 4, 5 are received. The wedge guide pieces 4 and 5 are densely driven and inserted into the above-mentioned extra spaces of the grooves 16 and 17 along the upwardly inclined surfaces 7 and 8 of the wedge guide pieces 4 and 5, and the beams 9 and 10 are forcibly moved in a direction to approach each other. , The end faces 18 and 19 in the longitudinal direction of the joint ends 11 and 12 are pressed into contact with each other, and when the press contact is complete, the driving wedge 20, which still projects above the widening longitudinal grooves 16 and 17, The upper end of 21 and the lower end of the bottom plate 2 below the widening vertical grooves 16 and 17 and protruding from the through hole 2'of the bottom plate 2 are cut and removed.
【0008】 覆板22が、接合金具主体1の芯板3の上端面との間に前記段差s分の隙間 を形成する状態で、梁9,10の上記接合端部11,12の上面に乗載し、ねじ 24……により、上記芯板3の上端面に緊締固定している。With the cover plate 22 forming a gap corresponding to the step s between the cover plate 22 and the upper end surface of the core plate 3 of the main fitting 1, the upper surfaces of the joint ends 11 and 12 of the beams 9 and 10 are covered. It is mounted and fastened to the upper end surface of the core plate 3 with screws 24.
【0009】[0009]
接合する梁9,10を、その接合端部11,12に形成している嵌合空処13 ,13を上記接合金具主体1に嵌合させた状態で該接合金具主体1の底板2上に 乗載し、打込み楔20,20,21,21を、楔案内片4,5を受入した拡幅縦 溝16,17の上記余裕空間に該楔案内片4,5に沿って密に打設挿入すること によって、梁9,10同士全体を互いに接近する方向に強制的に移動し、これに より接合端部11,12の長手方向端面18,19を互いに圧接させた状態とし 、これによって、木造建造物において十分な緊締または接合強度の梁接合構造が 簡単に得られる。 The beams 9 and 10 to be joined are fitted on the bottom plate 2 of the joining metal fitting body 1 with the fitting cavities 13 and 13 formed on the joining end portions 11 and 12 being fitted to the joining metal fitting body 1. The driving wedges 20, 20, 21, 21 are mounted and densely inserted along the wedge guide pieces 4, 5 into the above-mentioned extra spaces of the widened vertical grooves 16, 17 in which the wedge guide pieces 4, 5 are received. By doing so, the entire beams 9, 10 are forcibly moved in the direction of approaching each other, whereby the longitudinal end faces 18, 19 of the joint ends 11, 12 are brought into pressure contact with each other, whereby the wooden structure A beam joint structure with sufficient tightening or joint strength can be easily obtained in a building.
【0010】 打込み楔20,21は、梁9,10の接合端部11,12の高さ(厚さ)より 十分に長くかつ先細のもので、接合端部11,12の長手方向端面18,19の 上記圧接が、完全になったときにおいて、拡幅縦溝16,17の上方になお突出 している上端部と、該拡幅縦溝16,17の下方であって底板2の貫通孔2′か ら突出している下端部を、鋸で切断除去するものであるから、拡幅縦溝16,1 7の下端が底板2で閉じ盲端になっいる場合におけるようにその打込み長さを制 限されることがなく、したがって、接合端部11,17の長手方向端面18,1 9の圧接緊締を十分に行うことができる。The driving wedges 20 and 21 are sufficiently longer and thinner than the heights (thicknesses) of the joint ends 11 and 12 of the beams 9 and 10, and the longitudinal ends 18 of the joint ends 11 and 12, When the press contact of 19 is complete, the upper end portion that still projects above the widening vertical grooves 16 and 17, and the through hole 2'of the bottom plate 2 below the widening vertical grooves 16 and 17 are provided. Since the protruding lower end is to be cut and removed by a saw, the driving length is limited as in the case where the lower ends of the widened vertical grooves 16 and 17 are closed by the bottom plate 2 to form a blind end. Therefore, it is possible to sufficiently perform the crimping and tightening of the longitudinal end surfaces 18, 19 of the joint ends 11, 17.
【0011】 また、覆板22が、接合端部11,12の上面に乗載してそれを覆いかつ接合 金具主体1の芯板3の上端面に固定しているから、梁9と10との緊締接合強度 は、少なくともその分だけ向上する。 その覆板22と芯板3の上端面との間に前記した段差s分の隙間が形成されて いるので、覆板22が芯板3の上端面に直接衝接する関係にあるときとは異なり 、上記緊締接合は一層しっかりと行われる。Further, since the cover plate 22 is mounted on the upper surfaces of the joint ends 11 and 12 to cover them and fix them to the upper end surface of the core plate 3 of the main fitting body 1, the beams 9 and 10 are formed. The tightening joint strength of is improved by at least that much. Since a gap corresponding to the step s is formed between the cover plate 22 and the upper end surface of the core plate 3, unlike the case where the cover plate 22 is in direct contact with the upper end surface of the core plate 3. The above-mentioned tightening joint is more firmly performed.
【0012】[0012]
1は接合金具主体で、それは、長方形状の底板2と、その上面に中心線に沿っ てかつ垂直に設立している同じく長方形状の芯板3と、この芯板3の長手方向両 端部であってその両側面の対称位置に取り付けた楔案内片4,4,5,5とから なる。 その楔案内片4,4,5,5は、少なくとも互いに対向させている内側面を後 記の打込み楔20,21を案内する上向き傾斜面6,6,7,7とし、その上向 き傾斜面6,6,7,7の各下端対応位置の底板2に貫通孔2′……を設けてい る。 上記芯板3の高さは、接合しようとする後記の梁9,10、さらに正確にはそ れらの接合端部11,12の高さ(厚さ)より僅かに低くしてある。 8……は芯板3の上端面に所要の間隔で穿ったねじ孔である。 1 is mainly a joining metal fitting, which comprises a rectangular bottom plate 2, a rectangular core plate 3 which is vertically installed on the upper surface thereof along a center line and vertically, and both longitudinal ends of the core plate 3. And the wedge guide pieces 4, 4, 5, 5 attached to the opposite side surfaces at symmetrical positions. The wedge guide pieces 4, 4, 5 and 5 have at least inner surfaces facing each other as upward inclined surfaces 6, 6, 7 and 7 for guiding the driving wedges 20 and 21 described below, and the upward inclinations thereof. Through holes 2 '... are provided in the bottom plate 2 at positions corresponding to the lower ends of the surfaces 6, 6, 7, and 7. The height of the core plate 3 is slightly lower than the height (thickness) of the beams 9 and 10 to be joined, which will be described later, and more precisely, the joint ends 11 and 12 thereof. Reference numeral 8 denotes a screw hole formed on the upper end surface of the core plate 3 at a required interval.
【0013】 この接合金具主体1は、底板2,芯板3および楔案内片4,5を各別に用意し 、それらを溶接、ねじ止め等適宜の手段,方法で組み立てるか、全体を一体成型 するかして任意に製作できること明らかである。 互いに接合しようとする梁9,10は、その接合端部11,12に、上記接合 金具主体1の外形とほぼ同形の嵌合空処13,13を形成している(図2)。 すなわち、嵌合空処13,13は、上記接合端部11,12の底面に設けられ かつ底板2の長手方向の左右各半分を受入する所要の大きさと形状にした扁平空 処14,14と、該接合端部11,12の中心線に沿って設けられかつ芯板3の 長手方向の左右各半分を受入する所要の大きさと形状にした縦溝15,15と、 この縦溝15,15の途中に拡幅して設けられかつ上記楔案内片4,5を受入す るとともに後記の打込み楔20,21を受入する余裕空間を有する所要の大きさ と形状にした拡幅縦溝16,17とを互いに連続させて形成してなる。This joining metal fitting main body 1 separately prepares a bottom plate 2, a core plate 3 and wedge guide pieces 4 and 5, and assembles them by an appropriate means or method such as welding or screwing, or integrally forms the whole. However, it is clear that it can be produced arbitrarily. The beams 9 and 10 to be joined to each other have fitting cavities 13 and 13 having substantially the same shape as the outer shape of the joining metal fitting main body 1 at the joining ends 11 and 12 thereof (FIG. 2). That is, the fitting cavities 13 and 13 are flat cavities 14 and 14 which are provided on the bottom surfaces of the joint ends 11 and 12 and have a required size and shape to receive the left and right halves of the bottom plate 2 in the longitudinal direction. Vertical grooves 15 and 15 which are provided along the center lines of the joint ends 11 and 12 and have a required size and shape to receive the left and right halves of the core plate 3 in the longitudinal direction, and the vertical grooves 15 and 15 And widened vertical grooves 16 and 17 of a required size and shape which are provided in the middle of the groove and have a margin space for receiving the wedge guide pieces 4 and 5 and receiving the driving wedges 20 and 21 described later. Are continuously formed.
【0014】 さらに具体的には、扁平空処14,14は接合端部11,12の底面のほかそ の長手方向端面18,19に開口し、縦溝15,15は下端を扁平空処14,1 4に開口連続するとともに接合端部11,12の上面と長手方向端面18,19 とに開口し、さらに、拡幅縦溝16,17は同じく下端を上記扁平空処14,1 4に開口連続するとともに上端を接合端部11,12の上面に開口している。More specifically, the flat cavities 14 and 14 are opened not only on the bottom surfaces of the joint ends 11 and 12 but also on the longitudinal end surfaces 18 and 19 thereof, and the vertical grooves 15 and 15 have their lower ends at the flat cavities 14 and 14. , 14 open continuously and open to the upper surfaces of the joint ends 11 and 12 and the longitudinal end surfaces 18 and 19, and further, the widening vertical grooves 16 and 17 similarly open their lower ends to the flat cavities 14 and 14. It is continuous and has upper ends opened to the upper surfaces of the joint ends 11 and 12.
【0015】 梁9と10の接合は次のようにして行う。 梁9,10の接合端部11,12を、上記接合金具主体1に嵌合空処13,1 3を嵌合させて上記底板2上に乗載する。 この乗載により、接合金具主体1の芯板3および楔案内片4,5の上面が、上 記嵌合空処13,13内に位置し、梁9,10の上面すなわち接合端部11,1 2の上面との間に若干の段差sを形成する(図3)。 かつまた、拡幅縦溝16,17の上面開口は長手方向端面18,19側の半部 が空いた状態となる(図3)。The beams 9 and 10 are joined as follows. The joining ends 11 and 12 of the beams 9 and 10 are mounted on the bottom plate 2 with the joining cavities 13 and 13 fitted to the joining fitting main body 1. As a result of this mounting, the upper surfaces of the core plate 3 and the wedge guide pieces 4, 5 of the main fitting 1 are located in the fitting spaces 13, 13 described above, and the upper surfaces of the beams 9, 10 or the joint ends 11, A slight step s is formed between the upper surface of 12 (FIG. 3). Moreover, the upper surface openings of the widened vertical grooves 16 and 17 are in a state in which half of the longitudinal end surfaces 18 and 19 are vacant (FIG. 3).
【0016】 そこで、拡幅縦溝16,17の空いた側すなわち楔案内片4,5の上向き傾斜 面7,8側の半部に打込み楔20,20,21,21を挿入し、その上向き傾斜 面7,8に沿わせながら緊密に打ち込む(図3,4)。 打込み楔20,21は、梁9,10の接合端部11,12の厚さ(高さ)より 充分に長くかつ先細のもので、上記打込みにより、梁9,10全体が互いに接近 する方向に接合金具主体1に沿って移動し、その接合端部11,12の長手方向 端面18,19を圧接する。Therefore, the driving wedges 20, 20, 21, 21 are inserted into the vacant sides of the widening vertical grooves 16, 17 that is, the halves of the upwardly inclined surfaces 7, 8 of the wedge guide pieces 4, 5, and the upward inclinations thereof are inserted. Drive closely along surfaces 7 and 8 (Figs. 3 and 4). The driving wedges 20 and 21 are sufficiently longer and thinner than the thicknesses (heights) of the joint ends 11 and 12 of the beams 9 and 10, and by the above-mentioned driving, the beams 9 and 10 as a whole approach each other. It moves along the joining metal fitting main body 1 and presses the longitudinal end faces 18 and 19 of the joining end portions 11 and 12 thereof.
【0017】 この圧接が、完全になったときにおいて、拡幅縦溝16,17の上方になお突 出している打込み楔20,21の上端部と、該拡幅縦溝16,17の下方であっ て底板2の前記貫通孔2′から突出している下端部を鋸で切断除去する。 打込み楔20,21は、これらを挿入する拡幅縦溝16,17の下端が、底板 2の貫通孔2′に通じて開口しているので、先細下端部を下方に貫通させること ができるものであり、したがって、拡幅縦溝16,17の下端が底板2で閉じ盲 端になっいる場合におけるようにその打込みが長さを制限されることがなく、接 合端部11,12の長手方向端面18,19の圧接緊締を十分にすることができ るものである。When the press contact is complete, the upper ends of the driving wedges 20 and 21 still protruding above the widening vertical grooves 16 and 17 and the lower portions of the widening vertical grooves 16 and 17, respectively. The lower end portion of the bottom plate 2 protruding from the through hole 2'is cut and removed with a saw. Since the lower ends of the widening vertical grooves 16 and 17 into which the driving wedges 20 and 21 are inserted are opened to the through holes 2'of the bottom plate 2, the tapered lower ends can be penetrated downward. Therefore, the driving is not limited in length as in the case where the lower ends of the widened vertical grooves 16 and 17 are closed by the bottom plate 2 to form a blind end, and the longitudinal end faces of the joint ends 11 and 12 are provided. It is possible to sufficiently secure the pressure contact and tightening of 18 and 19.
【0018】 22は、接合端部11,12の上面に乗載し、それの透孔23……を通じ挿入 したねじ24……により、接合金具主体1の芯板3の上端面に固定する覆板で、 梁9,10の接合端部11,12の上面を保護するとともに、接合金具主体1お よび梁9,10間の結合を一層強固にするためのものである。 この覆板22は、長手方向端面18,19を圧接させた接合端部11,12の 上面に乗載し、上記のねじ24……によって芯板3の上端面のねじ孔8……に螺 入緊締される。Reference numeral 22 is a cover that is mounted on the upper surfaces of the joining ends 11 and 12, and is fixed to the upper end surface of the core plate 3 of the joining metal fitting main body 1 by screws 24. The plate protects the upper surfaces of the joint ends 11 and 12 of the beams 9 and 10 and further strengthens the connection between the main joint fitting 1 and the beams 9 and 10. The cover plate 22 is mounted on the upper surfaces of the joint ends 11 and 12 to which the longitudinal end faces 18 and 19 are pressed, and is screwed into the screw holes 8 on the upper end face of the core plate 3 by the screws 24. Be tightened.
【0019】 ねじ24……による緊締は、接合端部11,12に乗載した覆板22と芯板3 の上端面との間にも、前記した段差s分の隙間が形成されているので、覆板22 が芯板3の上端面に直接衝接する関係にあるときとは異なり、しっかりと行われ るものである(図1,5)。 このようにして、2本の梁9と10の接合構造ができあがっている。When tightening with the screws 24, the gap corresponding to the step s is formed between the cover plate 22 mounted on the joint ends 11 and 12 and the upper end surface of the core plate 3. Unlike the case where the cover plate 22 is in direct contact with the upper end surface of the core plate 3, this is performed firmly (FIGS. 1 and 5). In this way, the joint structure of the two beams 9 and 10 is completed.
【0020】[0020]
以上述べたところから明らかなように、本考案によれば次の効果を奏する。 As is clear from the above description, the present invention has the following effects.
【0021】 互いに接合する梁を、その接合端部に形成している嵌合空処を接合金具主体に 嵌合させた状態で該接合金具主体の底板上に乗載し、打込み楔を、楔案内片を受 入した拡幅縦溝の余裕空間に該楔案内片に沿って密に打設挿入することによって 、梁同士全体を互いに接近する方向に強制的に移動することによって、それらの 接合端部の長手方向端面を互いに圧接させることにより、木造建造物において十 分な緊締または接合強度の梁接合構造が簡単に得られる。The beams to be joined to each other are mounted on the bottom plate mainly made of the joining metal fitting with the fitting space formed at the joining end fitted to the joining metal fitting main body, and the driving wedge is wedged. By densely inserting and inserting the guide pieces along the wedge guide pieces into the extra space of the widened vertical groove that receives the guide pieces, the beams are forcibly moved toward each other, thereby joining their joint ends. By pressing the longitudinal end faces of the sections together, a beam joint structure with sufficient tightening or joint strength can be easily obtained in a wooden structure.
【0022】 上記打込み楔は、梁の接合端部の高さ(厚さ)より十分に長くかつ先細のもの で、接合端部の長手方向端面の上記圧接が、完全になったときにおいて、拡幅縦 溝の上方になお突出している上端部と、該拡幅縦溝の下方であって底板2の貫通 孔から突出している下端部を切断除去するものであるから、拡幅縦溝の下端が底 板で閉じ盲端になっいる場合におけるようにその打込み長さを制限されることが なく、したがって、梁の接合端部の長手方向端面の圧接緊締を十分に行われるも のである。The driving wedge is sufficiently longer and thinner than the height (thickness) of the joint end of the beam, and when the pressure contact of the end face in the longitudinal direction of the joint end is complete, the wedge is widened. Since the upper end portion still protruding above the vertical groove and the lower end portion below the widening vertical groove and protruding from the through hole of the bottom plate 2 are cut and removed, the lower end of the widening vertical groove is the bottom plate. Since the driving length is not limited as in the case of a closed blind end, the crimping and tightening of the longitudinal end face of the joint end of the beam is sufficiently performed.
【0023】 また、覆板が、接合端部の上面に乗載してそれを覆いかつ接合金具主体の芯板 の上端面に固定しているから、梁同士の緊締接合強度は、少なくともその分だけ 向上する。 その覆板と芯板の上端面との間に前記した段差s分の隙間が形成されているの で、覆板が芯板3の上端面に直接衝接する関係にあるときとは異なり、上記緊締 接合は一層しっかりと行われる。Further, since the cover plate is mounted on the upper surface of the joint end and covers it and is fixed to the upper end surface of the core plate mainly made of the joint metal fitting, the tightening joint strength between the beams is at least that much. Only improve. Since a gap corresponding to the above-mentioned step s is formed between the cover plate and the upper end surface of the core plate, unlike the case where the cover plate is in direct contact with the upper end surface of the core plate 3, The tight joining is more secure.
【図1】本考案実施例に係る梁接合構造を示す斜視図で
ある。FIG. 1 is a perspective view showing a beam joint structure according to an embodiment of the present invention.
【図2】同上の分解状態の斜視図である。FIG. 2 is a perspective view of the above disassembled state.
【図3】梁の接合端部を接合金具主体に乗載した状態の
斜視図である。FIG. 3 is a perspective view showing a state in which a joint end portion of a beam is mounted mainly on a joint metal fitting.
【図4】同上の接合端部に打込み楔を打ち込んでいる状
態の断面図である。FIG. 4 is a cross-sectional view showing a state in which a driving wedge is driven into the joining end portion of the above.
【図5】同上の打込み楔の上下端部を切除するとともに
覆板を乗載固定した状態の断面図である。FIG. 5 is a cross-sectional view showing a state in which upper and lower end portions of the driving wedge are cut off and a cover plate is mounted and fixed.
s 段差 1 接合金具主体 2 底板 2′ 貫通孔 3 芯板 4 楔案内片 5 楔案内片 6 上向き傾斜面 7 上向き傾斜面 9 梁 10 梁 11 接合端部 12 接合端部 13 嵌合空処 14 扁平空処 15 縦溝 16 拡幅縦溝 17 拡幅縦溝 18 長手方向端面 19 長手方向端面 20 打込み楔 21 打込み楔 22 覆板 24 ねじ s Step 1 Main joining metal 2 Bottom plate 2'Through hole 3 Core plate 4 Wedge guide piece 5 Wedge guide piece 6 Upward sloping surface 7 Upward sloping surface 9 Beam 10 Beam 11 Joint end 12 Joint end 13 Fitting void 14 Flat Empty treatment 15 Vertical groove 16 Widening vertical groove 17 Widening vertical groove 18 Longitudinal end face 19 Longitudinal end face 20 Driving wedge 21 Driving wedge 22 Cover plate 24 Screw
Claims (1)
合しようとする梁の高さ(厚さ)より僅かに低い高さの
芯板を垂直に設立するとともに、この芯板の長手方向両
端部であってかつその両側面の対称位置に、少なくとも
互いに対向させている内側面を上向き傾斜面とした楔案
内片を形成し、その上向き傾斜面の各下端対応位置の上
記底板に貫通孔を設けていること、 上記梁が、その接合端部に、それらの底面に設けられか
つ上記接合金具主体の底板の長手方向の左右各半分を受
入する所要の大きさと形状にした扁平空処と、上記接合
端部の中心線に沿って設けられかつ上記芯板の長手方向
の左右各半分を受入する所要の大きさと形状にした縦溝
と、この縦溝の途中に拡幅して設けられかつ上記楔案内
片を受入した上さらに後記打込み楔を受入する余裕空間
を保有する所要の大きさと形状にした拡幅縦溝とを互い
に連続させて形成してなる嵌合空処を有し、この嵌合空
処を、上記接合金具主体に嵌合させた状態において、該
接合金具主体の底板上に乗載し、この乗載によって、接
合金具主体の芯板および楔案内片の上面が上記嵌合空処
内に位置し、上記梁の上面すなわちその接合端部の上面
との間に若干の段差sを形成していること、 上記梁の接合端部の高さ(厚さ)より十分に長くかつ先
細の打込み楔が、上記楔案内片を受入した拡幅縦溝の上
記余裕空間に該楔案内片の上向き傾斜面に沿って密に打
設挿入され、梁同士全体が互いに接近する方向に強制的
に移動し、それらの接合端部の長手方向端面を互いに圧
接させ、その圧接が、完全になったときにおいて、拡幅
縦溝の上方になお突出している打込み楔の上端部と、該
拡幅縦溝の下方であって底板の前記貫通孔から突出して
いる下端部が切断除去されていること、 覆板が、接合金具主体の芯板の上端面との間に前記段差
s分の隙間を形成する状態で、上記梁の接合端部の上面
に乗載し、ねじにより、上記芯板の上端面に緊締固定し
ていることを特徴とする木造建築物における梁接合構
造。1. A main body of a joining metal fitting vertically establishes a core plate having a height slightly lower than a height (thickness) of beams to be joined to each other on an upper surface of a bottom plate, and a longitudinal direction of the core plate. Wedge guide pieces are formed at both end portions and at symmetrical positions on both side surfaces, at least inner surfaces facing each other are inclined upward, and a through hole is formed in the bottom plate at a position corresponding to each lower end of the upward inclined surface. The beam is provided at its joint end portion on the bottom surface thereof, and has a flat space having a required size and shape for receiving the left and right halves in the longitudinal direction of the bottom plate mainly composed of the joint metal fittings. A vertical groove provided along the center line of the joining end portion and having a required size and shape for receiving each of the left and right halves in the longitudinal direction of the core plate; In addition to receiving the above wedge guide piece, It has a fitting space that is formed by continuously forming a widened vertical groove having a required size and shape that has a room for receiving the fitting space. In this state, it is mounted on the bottom plate mainly made of the joining metal fitting, and by this mounting, the upper surfaces of the core plate mainly made of the joining metal fitting and the wedge guide piece are located in the fitting space, that is, the upper surface of the beam, that is, its upper surface. A slight step s is formed between the upper surface of the joint end and a driving wedge that is sufficiently longer than the height (thickness) of the joint end of the beam and has a tapered shape to receive the wedge guide piece. The wedge-shaped guide pieces are densely inserted and inserted in the above-mentioned extra space of the widened vertical groove along the upwardly inclined surface of the wedge guide piece, and the beams are forcibly moved in the direction of approaching each other, and the longitudinal direction of their joint ends. When the end faces are pressed against each other, and when the press contact is complete, above the widening vertical groove The upper end of the driving wedge that is still protruding and the lower end that is below the widening vertical groove and that protrudes from the through hole of the bottom plate are cut and removed; It is mounted on the upper surface of the joint end portion of the beam in a state in which a gap corresponding to the step s is formed between the upper end surface of the core plate and the upper end surface of the core plate, and is tightly fixed to the upper end surface of the core plate with a screw. Beam connection structure for wooden buildings.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7180093U JP2565438Y2 (en) | 1993-12-13 | 1993-12-13 | Beam joint structure in wooden building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7180093U JP2565438Y2 (en) | 1993-12-13 | 1993-12-13 | Beam joint structure in wooden building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0735603U true JPH0735603U (en) | 1995-07-04 |
JP2565438Y2 JP2565438Y2 (en) | 1998-03-18 |
Family
ID=13471007
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7180093U Expired - Lifetime JP2565438Y2 (en) | 1993-12-13 | 1993-12-13 | Beam joint structure in wooden building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2565438Y2 (en) |
-
1993
- 1993-12-13 JP JP7180093U patent/JP2565438Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JP2565438Y2 (en) | 1998-03-18 |
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