JPS5814721Y2 - Wood structure joining equipment - Google Patents

Wood structure joining equipment

Info

Publication number
JPS5814721Y2
JPS5814721Y2 JP9913278U JP9913278U JPS5814721Y2 JP S5814721 Y2 JPS5814721 Y2 JP S5814721Y2 JP 9913278 U JP9913278 U JP 9913278U JP 9913278 U JP9913278 U JP 9913278U JP S5814721 Y2 JPS5814721 Y2 JP S5814721Y2
Authority
JP
Japan
Prior art keywords
joining
pin
plate
fittings
girder
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.)
Expired
Application number
JP9913278U
Other languages
Japanese (ja)
Other versions
JPS5516352U (en
Inventor
繁雄 呉屋
守信 新垣
Original Assignee
株式会社新洋商会
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 株式会社新洋商会 filed Critical 株式会社新洋商会
Priority to JP9913278U priority Critical patent/JPS5814721Y2/en
Publication of JPS5516352U publication Critical patent/JPS5516352U/ja
Application granted granted Critical
Publication of JPS5814721Y2 publication Critical patent/JPS5814721Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、木造建築物(7)建材の接合装置に関し、特
に、一本の通し柱に対して互いに直交する、はり、けた
、胴差し、土台等の横架台を接合する装置に関する。
[Detailed description of the invention] The present invention relates to a device for joining building materials for wooden buildings (7), and in particular, connects horizontal frames such as beams, girders, sills, and foundations that are perpendicular to each other to a single through column. related to a device for

従来の木造軸組建築は、仕口と続手に種々様々な工作法
があり、しかもこれらを施工現場で加工していたから、
工期が長期化するとともに建築コストが高価になる欠点
があった。
Traditional wooden frame buildings had a variety of construction methods for joints and joints, and these were processed at the construction site.
The drawbacks were that the construction period was long and the construction cost was high.

本考案は、建材及びその接合構造をすべて規格化し、仕
口、継手等の加工をすべて工場内で集中的に行い、施工
現場においては、これらの加工された部材を、接合用金
具、ダボ等により結合してゆくだけで、容易に高品質の
建築物を組立て得る新規な木造軸組工法の発明に関連し
てなされたものである。
This invention standardizes all building materials and their joining structures, centrally processes all joints, joints, etc. in the factory, and at the construction site, these processed parts are used as joining fittings, dowels, etc. This invention was made in connection with the invention of a new wooden frame construction method that allows for the easy assembly of high-quality buildings simply by joining the wooden frames together.

本考案の目的は、工場内における大量生産に適し、施工
現場における加工部分が殆んどなく、従って、品質のば
らつきが少なく接合が強固で、しかも、構造上、風力、
地震等による横方向の荷重や捩れ荷重に対して耐力が優
れている木造建築の軸組構造を提供することにある。
The purpose of this invention is to be suitable for mass production in a factory, with almost no processing required at the construction site, and therefore with little variation in quality and strong joints.
The purpose of the present invention is to provide a framework structure for a wooden building that has excellent resistance to lateral loads and torsional loads caused by earthquakes, etc.

以下、本考案の実施例を図面にもとづいて説明する。Hereinafter, embodiments of the present invention will be described based on the drawings.

第1図は本考案を桁と桁の接合に実施した実施例を示す
分解斜視図、第2図はその接合状態図である。
FIG. 1 is an exploded perspective view showing an embodiment in which the present invention is applied to the joining of girders, and FIG. 2 is a diagram showing the joined state.

第1の部材をなす桁1の左右両側面11.12に、第2
の部材をなす桁2,2の端面が接合されて桁十字型仕口
を構成している。
A second
The end faces of the girders 2, 2 forming the members are joined to form a cross-shaped girder joint.

桁1,2ともに上下両側面に長手方向に沿う浅い中央凹
条溝13,13並びに21.21を有している。
Both the girders 1 and 2 have shallow central grooves 13, 13 and 21, 21 along the longitudinal direction on both upper and lower side surfaces.

これは、まぐさ、すしかい等の間材の施工の際に利用さ
れるほか、上下面の判別にも効果がある。
This is used when constructing intermediaries such as lintels and shims, and is also effective in distinguishing between upper and lower surfaces.

この凹条溝の寸法は、部材の断面積がlQQ mm X
IQQ mmの場合、例えば幅30mm×深さ10m
mである。
The dimensions of this groove are such that the cross-sectional area of the member is lQQ mm
In the case of IQQ mm, for example, width 30mm x depth 10m
It is m.

第2の部材2の端面には、中央凹条溝21に当る部分2
4、例えば中央凹条溝21の幅が39mmの場合、中央
の30mm幅の部分を残し、その左右両側に例えば幅2
0mm、深さ15mmの凹条溝23A、23Bを鉛直方
向に刻設する。
The end surface of the second member 2 has a portion 2 corresponding to the central groove 21.
4. For example, if the width of the central concave groove 21 is 39 mm, leave a 30 mm wide part in the center, and make a width of 2, for example, on both the left and right sides.
Concave grooves 23A and 23B with a diameter of 0 mm and a depth of 15 mm are carved in the vertical direction.

その結果、端面には、例えば、幅3Qmmの中央凸条2
4と幅15mmの左端凸条25A及び右端凸条25Bが
形成される。
As a result, the end face has, for example, a central protrusion 2 with a width of 3Qmm.
4 and a left end protrusion 25A and a right end protrusion 25B each having a width of 15 mm are formed.

また、中央凸条24のほぼ中心位置にダボ孔26を所定
深なまで穿孔する。
Further, a dowel hole 26 is bored approximately at the center of the central protrusion 24 to a predetermined depth.

このような端面の凹凸とダボ孔に対応して、第1の部材
1の側面11.12の所定位置に、凹所14,15 A
、15 Bを刻設して第2の部材の端面と嵌り合うよう
にするとともに、ダボ孔を貫通させて施工現場において
このダボ孔に貫挿したダボが第2部材端面のダボ孔26
に嵌合するようにする。
Recesses 14 and 15A are formed at predetermined positions on the side surface 11.12 of the first member 1 in correspondence with such unevenness and dowel holes on the end surface.
, 15 B are carved so as to fit with the end surface of the second member, and the dowel is inserted through the dowel hole at the construction site to fit into the dowel hole 26 on the end surface of the second member.
so that it fits.

第2の部材2の端部のダボ孔26を外した高さに、−条
の水平方向の切割溝27を刻設し、中央凹条溝21外の
左右両側で且つ切割溝27と交差する所定位置にピン孔
28A、28Bを穿孔し、さらに、左右両側面29A、
29Bを貫通して水平方向に第2のボルト貫通孔30を
穿設する。
At the height of the end of the second member 2 where the dowel holes 26 are removed, --striped horizontal cut grooves 27 are carved, and the cut grooves 27 intersect with the cut grooves 27 on both left and right sides outside the central groove groove 21. Pin holes 28A, 28B are drilled at predetermined positions, and both left and right sides 29A,
A second bolt through hole 30 is drilled horizontally through 29B.

他方、第1の部材1の接合面近傍の上記切割溝27と同
じ高さの位置にも、左右両側面11.12を貫通して水
平方向に第1のボルト貫通孔16A、16Bを穿孔する
On the other hand, first bolt through holes 16A and 16B are also drilled in the horizontal direction near the joint surface of the first member 1 at the same height as the cut groove 27, passing through both the left and right side surfaces 11.12. .

接合用金具3は、直角に折曲げられた当て板31.32
とその一面31にほぼ沖心に沿って当て板と直交し且つ
一体に設けられた貫入板33を有し、当て板の一面31
には上下対称にボルト孔34.34が穿設され、当て板
の他の一面32にはほぼ中央にボルト孔35が穿孔され
、貫入板33にはビン孔36が穿孔されている。
The joining fittings 3 are made of backing plates 31 and 32 bent at right angles.
and has a penetration plate 33 that is integrally provided on one side 31 of the backing plate and perpendicular to the backing plate along the offshore center, and one side 31 of the backing plate.
Bolt holes 34, 34 are vertically symmetrically drilled in the plate, a bolt hole 35 is bored approximately in the center of the other side 32 of the backing plate, and a bottle hole 36 is bored in the penetration plate 33.

このボルト孔34 、34のいずれか一方は接合状態に
おいて第2部材のボルト孔16A、16Bと一致し、ビ
ン孔36は第2部材のピンJL28 A、28 Bと一
致するように予め工場生産されている。
Either one of the bolt holes 34, 34 matches the bolt holes 16A, 16B of the second member in the joined state, and the bottle hole 36 is manufactured in advance in a factory so that it matches the pins JL28A, 28B of the second member. ing.

なお、第2の部材のビン孔28A又は28Bの中心位置
が貫入板33のビン孔36の中心位置よりも、ピン半径
を限度として、端面から遠いところに偏心させておけば
、ピン6の打込みによって第2の部材が第1の部材1に
強く押圧されて仕口構造が締まる。
Note that if the center position of the pin hole 28A or 28B of the second member is eccentrically located farther from the end face than the center position of the pin hole 36 of the penetration plate 33, within the limits of the pin radius, the driving of the pin 6 will be easier. As a result, the second member is strongly pressed against the first member 1, and the joint structure is tightened.

このような接合用金具3の貫入部33を、上述したよう
にダボとダボ孔とで接合された第1部材1に接合された
第2部材2の切割溝27に貫入させて、両部材1,2が
隣接する四隅にそれぞれ取付け、まず、接合用金具の相
対向する第2のボルト孔34.34と第2部材のボルト
孔30を締付はボルト4で軽く締付け、次に、接合用金
具の相対向する第1のボルト孔35.35の第1部材の
ボルト孔16A又ま16Bを締付はボルト5で強く締付
け、次に1、ピン6をビン孔28A及び28Bに打込む
The penetration part 33 of such a joining fitting 3 is made to penetrate into the cut groove 27 of the second member 2 joined to the first member 1 joined by the dowel and the dowel hole as described above, and both members 1 , 2 are attached to each of the four adjacent corners. First, lightly tighten the opposing second bolt holes 34 and 34 of the joining fittings and the bolt holes 30 of the second member with bolts 4, and then lightly tighten the bolts 4. The bolt holes 16A and 16B of the first member of the opposing first bolt holes 35 and 35 of the metal fittings are tightened strongly with the bolts 5, and then the pins 6 are driven into the bottle holes 28A and 28B.

その時、上述したようにピン先端斜面が偏心したビン孔
を一致させる作用により、第2の部材2を第1の部材1
の側面に変位させて強く押圧させる。
At that time, as described above, the pin tip slope aligns the eccentric bottle holes, so that the second member 2 is aligned with the first member 1.
Move it to the side and press it strongly.

次に、はじめに軽く締付けてあったボルト4を強く締付
けてこの接合作業が完了し第2図に示す接合構造を得る
Next, the bolts 4, which were initially lightly tightened, are strongly tightened to complete the joining operation and obtain the joining structure shown in FIG. 2.

第3図に本考案の他の実施例として、一本の通し柱7の
四側面にそれぞれ互に直交する桁71゜72.73及び
梁74の各端面を接合する場合の接合状態を示し、第4
図にその部分分解斜視図を示す。
FIG. 3 shows a joining state in which end faces of girders 71, 72, 73 and beams 74, which are orthogonal to each other, are joined to the four sides of one through column 7 as another embodiment of the present invention. 4
The figure shows a partially exploded perspective view.

この実施例が前述のものと相違する第1の点は接合用金
具75の構造である。
The first point in which this embodiment differs from the previous embodiment is the structure of the joining fitting 75.

すなわち図示の通り、直角に折り曲げられた当て板の二
面76.77の形状寸法が同一でそれぞれの面にそれぞ
れ貫入板78.79が設けられていて面対称形をなして
いる。
That is, as shown in the figure, the shape and dimensions of the two faces 76 and 77 of the backing plate bent at right angles are the same, and the penetration plates 78 and 79 are provided on each face, respectively, forming a plane symmetrical shape.

第2の相違点は隣接する桁又は梁の端面に形成された凹
凸構造の相互干渉を防ぐための工夫である。
The second difference is a measure to prevent mutual interference between the uneven structures formed on the end faces of adjacent girders or beams.

すなわち、第4図に表われているように、桁72の左端
凸条81と右端凸条82の下半分を削除して上半分のみ
残存させ、これに対し、梁74の左端凸条83と右端凸
条84のうち桁72の残存部分に相応する上の一部分を
削除し、接合状態において桁72の残存部分と梁74の
残存部分を合わせたものが通し柱7の稜85に刻設され
た一個の凹所を充たすようにしている。
That is, as shown in FIG. 4, the lower halves of the left end protrusion 81 and the right end protrusion 82 of the girder 72 are removed, leaving only the upper half, while the left end protrusion 83 of the beam 74 The upper part of the right end protrusion 84 corresponding to the remaining part of the girder 72 was removed, and the combined remaining parts of the girder 72 and the remaining parts of the beam 74 in the joined state were carved on the ridge 85 of the through column 7. It is intended to fill one cavity.

同様にして、桁71は、桁72と同様に下半分を削除し
、桁73は、梁74と同様に上半分を削除している。
Similarly, the lower half of the girder 71 is removed like the girder 72, and the upper half of the girder 73 is removed like the beam 74.

第5図に本考案のさらに他の実施例として、一本の桁9
の端部の左右両側面に二本の桁91.92の端部を互に
突き合わせて接合する丁字形接合構造の部分分解斜視図
を示す。
FIG. 5 shows a single girder 9 as yet another embodiment of the present invention.
The partially exploded perspective view of the T-shaped joint structure in which the ends of two girders 91 and 92 are joined by abutting against each other on both left and right sides of the ends of the figure is shown.

この実施例が前述したいずれの実施例とも相違する点は
、桁91.92の一側面に使用されている接合用金具9
3の構造である。
This embodiment differs from any of the previously described embodiments in that the joining metal fittings 91 and 92 are used on one side of the girder 91.92.
This is the structure of 3.

すなわち、当て板94は真直な平面状であって、桁9の
端面95に当接する部分の両側に貫入板96 、97が
設けられており、丁字形桁9,91.92の隣接する二
隅に取付けられた接合用金具98.99と対向している
That is, the backing plate 94 has a straight planar shape, and penetration plates 96 and 97 are provided on both sides of the portion that contacts the end surface 95 of the girder 9, and two adjacent corners of the T-shaped girder 9, 91 and 92 are provided. It faces the joining fittings 98 and 99 attached to the.

貫入板96.97にはそれぞれビン孔が穿孔され、当て
板の貫入板取付位置の上下両側にボルト孔が設けられて
いることは上述の接合用金具と同様である。
Each of the penetration plates 96 and 97 has a bottle hole drilled therein, and bolt holes are provided on both upper and lower sides of the penetration plate mounting position of the backing plate, similar to the above-mentioned joining fittings.

第6図に本考案の他の実施例として、柱100の頂部に
胴差梁101.桁102,103が三方に接合された柱
三方桁接合構造の部分断面図を示す。
In FIG. 6, as another embodiment of the present invention, a girder beam 101 is attached to the top of a column 100. A partial sectional view of a column three-way girder joint structure in which girders 102 and 103 are joined on three sides is shown.

この実施例が前述したいずれの実施例とも相違する点は
、梁101と桁103の一側面に使用されている接合用
金具104の構造である。
This embodiment is different from any of the embodiments described above in the structure of the joining fittings 104 used on one side of the beam 101 and the girder 103.

すなわち、当て板105は真直な平面状であって、桁1
03の側面に当接する部分に貫入板106が設けられて
おり、他方にはボルトで個着するためのボルト孔107
が穿孔されている。
That is, the backing plate 105 has a straight planar shape, and the support plate 105 has a straight planar shape, and the
A penetration plate 106 is provided at the part that comes into contact with the side surface of 03, and bolt holes 107 for individual attachment with bolts are provided on the other side.
is perforated.

従って、梁101が第1の部材を構成し、桁103が第
2の部材を構成することになる。
Therefore, the beam 101 constitutes the first member, and the girder 103 constitutes the second member.

なお、一方の隅部に用いられている接合用金具108は
第1図に示した金具3と同じ構造のものであり、他方の
隅部に用いられている接合用金具109は第4図に示し
た金具75と同じ構造のものである。
Note that the joining fitting 108 used at one corner has the same structure as the fitting 3 shown in FIG. 1, and the joining fitting 109 used at the other corner is the same as that shown in FIG. It has the same structure as the metal fitting 75 shown.

本考案によれば、あらかじめ刻設された切割溝に貫入板
を貫入してピン孔にピンを打ち込み、ボルト孔にボルト
を挿通して締付けるだけで接合が完成するから、作業者
の技能に左右されることなく、常にばらつきのない品質
の接合構造がきわめて容易かつ短時間に得られる。
According to the present invention, the joining is completed by simply inserting the penetrating plate into the pre-cut groove, driving the pin into the pin hole, inserting the bolt into the bolt hole, and tightening, so it depends on the skill of the worker. Therefore, a bonded structure with consistent quality can be obtained extremely easily and in a short time.

また、本考案によれば、切割溝が水平方向、すなわち第
2部材の中立面と平行な面に沿って形成されているので
、第2部材の引張、圧縮、曲げに対する強度を損うこと
がなく、第2部材に対する横方向の力又は捩れに対して
は、左右両側面に固着された一対の接合用金具と、端面
に形成された凹凸の嵌合部がこれを受けるので、きわめ
て剛性に優れた接合構造が得られる。
Further, according to the present invention, since the cut groove is formed in the horizontal direction, that is, along a plane parallel to the neutral plane of the second member, the strength against tension, compression, and bending of the second member is reduced. There is no lateral force or torsion on the second member, and the pair of joining metal fittings fixed to both left and right sides and the uneven fitting portion formed on the end face absorb this force, making it extremely rigid. An excellent bonding structure can be obtained.

さらに第2部材のピン孔の中心位置と貫入板のピン孔の
中心位置を偏心させておき、ピンの打ち込みにより両中
心を一致させて第2部材の端面を第1部材に強く押圧さ
せるよう構成する場合には、容易かつ強固に接合部を締
め付けることができて、さらに堅牢な構造のものが得ら
れる。
Furthermore, the center position of the pin hole of the second member and the center position of the pin hole of the penetration plate are made eccentric, and by driving the pin, the two centers are made to coincide, and the end surface of the second member is strongly pressed against the first member. In this case, the joint can be easily and firmly tightened, resulting in a more robust structure.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本考案の一実施例を示す分解斜視図、第2図は
その接合構造を示す斜視図、第3図は本考案の他の実施
例を接合構造を示す斜視図、第4図はその部分の分解斜
視図、第5図及び第6図は本考案のさらに他の実施例を
示す部分分解斜視図である。 1.7,9,103・・・・・・第1の部材、2,71
.72,73,74,91 。 92.101・・・・・・第2の部材、3,75,93
,104・・・・・・接合用金具、27・・・・・・切
割溝、31.32・・・・・・当て板、33・・・・・
・貫入板、34・・・・・・第2のボルト孔、35・・
・・・・第1のボルト孔、36・・・・・・ピン孔、4
,5・・・・・・ボルト、6・・・・・・ピン。
Fig. 1 is an exploded perspective view showing one embodiment of the present invention, Fig. 2 is a perspective view showing its joining structure, Fig. 3 is a perspective view showing the joining structure of another embodiment of the invention, Fig. 4 5 and 6 are partially exploded perspective views showing still other embodiments of the present invention. 1.7,9,103...First member, 2,71
.. 72, 73, 74, 91. 92.101...Second member, 3,75,93
, 104... Joining fittings, 27... Cut grooves, 31.32... Backing plate, 33...
・Penetration plate, 34...Second bolt hole, 35...
....First bolt hole, 36...Pin hole, 4
, 5... Bolt, 6... Pin.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 柱、梁9桁、土台大引等の水平方向又は鉛直方向をなす
第1の部材の側面と、梁5桁、土台大引等の水平方向を
なす第2の部材の端面とを接合する装置であって、上記
第2の部材の接合端部に水平方向の切割溝を設け、少く
とも上記第2の部材の側面に当接する当て板と上記切割
溝に貫入する貫入板とが一体をなし、且つ、上記当て板
にボルト孔が穿孔され上記貫入板にピン孔が穿孔された
接合用金具を上記第2の部材の端部の左右両側面にそれ
ぞれ取付け、上記第2の部材の端部に垂直方向に穿設さ
れたピン孔と上記接合用金具のピン孔にピンを貫通する
とともに、上記第2の部材の端部の左右両側面に当接す
る当て板をボルトで締付けて上記第2の部材の端部に一
対の接合用金具を固着し、接合用金具の他端部を上記第
1の部材もしくは第1の部材に接合されているその他の
部材に固着してなる木質構造の接合用装置。
A device that joins the side surface of a first member in the horizontal or vertical direction such as a column, 9-girder beam, or base diagonal, and the end surface of a second member in the horizontal direction such as a 5-girder beam or base diagonal. A horizontal cut groove is provided at the joint end of the second member, and at least a backing plate that abuts the side surface of the second member and a penetration plate that penetrates the cut groove are integrated. , and connecting fittings having bolt holes drilled in the backing plate and pin holes drilled in the penetration plate are respectively attached to both left and right sides of the end of the second member, and the end of the second member A pin is passed through a pin hole perpendicular to the pin hole and a pin hole of the joining metal fitting, and a caul plate that abuts both left and right sides of the end of the second member is tightened with a bolt. A pair of joining metal fittings is fixed to the ends of the members, and the other end of the joining fittings is fixed to the first member or another member joined to the first member. equipment.
JP9913278U 1978-07-18 1978-07-18 Wood structure joining equipment Expired JPS5814721Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9913278U JPS5814721Y2 (en) 1978-07-18 1978-07-18 Wood structure joining equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9913278U JPS5814721Y2 (en) 1978-07-18 1978-07-18 Wood structure joining equipment

Publications (2)

Publication Number Publication Date
JPS5516352U JPS5516352U (en) 1980-02-01
JPS5814721Y2 true JPS5814721Y2 (en) 1983-03-24

Family

ID=29035561

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9913278U Expired JPS5814721Y2 (en) 1978-07-18 1978-07-18 Wood structure joining equipment

Country Status (1)

Country Link
JP (1) JPS5814721Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2582769B2 (en) * 1987-03-20 1997-02-19 株式会社東芝 Switching mechanism

Also Published As

Publication number Publication date
JPS5516352U (en) 1980-02-01

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