JPH0821012A - Connector fitting for building - Google Patents
Connector fitting for buildingInfo
- Publication number
- JPH0821012A JPH0821012A JP17761194A JP17761194A JPH0821012A JP H0821012 A JPH0821012 A JP H0821012A JP 17761194 A JP17761194 A JP 17761194A JP 17761194 A JP17761194 A JP 17761194A JP H0821012 A JPH0821012 A JP H0821012A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- plate
- bolt
- joining
- pin
- 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
- 238000005304 joining Methods 0.000 claims abstract description 54
- 239000002023 wood Substances 0.000 claims abstract description 13
- 239000002184 metal Substances 0.000 claims description 37
- 238000010276 construction Methods 0.000 claims description 25
- 230000008878 coupling Effects 0.000 claims description 12
- 238000010168 coupling process Methods 0.000 claims description 12
- 238000005859 coupling reaction Methods 0.000 claims description 12
- 230000000149 penetrating effect Effects 0.000 claims description 9
- 238000009432 framing Methods 0.000 abstract description 4
- 238000012545 processing Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 239000011162 core material Substances 0.000 description 4
- 230000002093 peripheral effect Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 241000219122 Cucurbita Species 0.000 description 1
- 235000009852 Cucurbita pepo Nutrition 0.000 description 1
- 241000282579 Pan Species 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、木造建築物における柱
と梁,桁,筋かい,土台等の木部材間の接合、あるいは
合掌とろくばり,合掌と方づえ等の木部材間の接合に用
いる建築用接合金具に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is used for joining wooden members such as pillars and beams, girders, braces, and foundations in wooden structures, or joining wooden members such as chimpan and rakubari, chimpanzees and louvers. It relates to a building metal fitting to be used.
【0002】[0002]
【従来の技術】従来、我が国における伝統的な木造軸組
建築では、木部材の接合,組み立てに独特の軸組工法が
採用されてきた。しかしながら、この伝統的な軸組工法
においては、複雑な軸組作業をともなう上、接合する各
木部材の仕口,継ぎ手等に種々の特殊な加工,工作法が
必要となり、かつ、その作業には高度に熟練した大工職
人等の技術が要求され、さらに、それらの作業は建築物
ごとに実際の施工現場において行なわれていたため、き
わめて作業効率が悪く、昨今の人手不足と相まって、工
期の長期化,高コスト化等のさまざまな問題を招来して
いた。2. Description of the Related Art Conventionally, in traditional wooden frame construction in Japan, a unique frame construction method has been adopted for joining and assembling wooden members. However, in this traditional frame construction method, in addition to complicated frame work, various special processing and working methods are required for the joints, joints, etc. of the wooden members to be joined, and Requires highly skilled carpenters and other workers, and since these works were carried out at the actual construction site for each building, work efficiency was extremely poor, and in combination with the recent lack of manpower, the construction period was long. And various problems such as higher cost and higher cost.
【0003】そこで、近年、このような問題を解決する
べく、木部材の接合に接合金具を用いることで、木部材
及びその接合構造を規格化し、仕口,継ぎ手等の加工を
不要、あるいはきわめて単純化するとともに、必要な加
工作業等も全て工場内で集中的に行なうことによって、
施工現場においてはこれらの加工された木部材を接合金
具を用いて接合していくだけの新しい木造軸組工法が採
用されるに至った。Therefore, in recent years, in order to solve such a problem, by using a joining metal fitting for joining the wooden members, the wooden members and the joining structure thereof are standardized, and it is not necessary or extremely necessary to process the joints and joints. By simplifying and performing all necessary processing operations in the factory centrally,
At the construction site, a new wooden frame construction method has been adopted in which these processed wooden members are joined using joining metal fittings.
【0004】このような接合金具を用いた木造軸組工法
によれば、特別な技術や加工作業等が一切不要となり、
軸組作業もきわめて単純かつ簡単となるため、施工現場
において効率の良い軸組作業を行なうことができる。こ
の種の木造軸組工法に用いられる接合金具の例として
は、例えば特開平3−176259号,特開平5−14
8912号、あるいは特開平5−295799号の各公
報に記載された接合金具がある。According to the wooden frame construction method using such joining metal fittings, no special technique or working work is required,
Since the frame work is also extremely simple and easy, it is possible to perform the frame work efficiently at the construction site. Examples of the joining metal fittings used in this type of wooden frame construction method include, for example, JP-A-3-176259 and JP-A-5-14.
There is a joining metal fitting described in Japanese Patent Application Laid-Open No. 8912 or JP-A-5-295799.
【0005】特開平3−176259号の公報では、柱
の接合部に鋼管金物を配設するとともに、この鋼管金物
の四方にあけたボルト孔に接合する梁,桁等に嵌入した
軸ボルトを緊結させることで、各木部材を容易に接合す
ることができる木造立体軸組接合法が提案されている。According to Japanese Patent Laid-Open No. 3-176259, a steel pipe fitting is arranged at a joint portion of a column, and a shaft bolt fitted to a beam, a girder or the like to be joined to bolt holes formed in four directions of the steel pipe fitting is tightly connected. By doing so, a wooden three-dimensional frame joining method has been proposed in which each wooden member can be joined easily.
【0006】また、特開平5−148912号の公報に
は、金属性の芯材とこれに溶接した支持板及び板上取付
体を柱及び梁,桁等の木部材に挿入し、この芯材等の金
具に外側からピンを貫通させることで、確実に木部材を
接合する木造建物の構造用金物が提案されている。Further, in Japanese Patent Laid-Open No. 148912/1993, a metallic core material, a support plate welded to the core material, and a mounting member on the board are inserted into a wooden member such as a pillar, a beam, or a girder, and the core material is used. There has been proposed a structural metal fitting for a wooden building in which a wooden member is reliably joined by allowing a pin to penetrate through a metal fitting such as the above.
【0007】さらに、特開平5−295799号公報に
記載の木造建築用軸組構造及び軸組具によれば、柱に形
成した切欠にフックプレートの一端側に形成したフック
を係止させるとともに、該フックプレートの他端側を
梁,桁等に設けた差込溝に挿入してボルトで固定し、こ
れによって木部材を容易,確実に接合するようにしてい
る。Further, according to the wooden structure frame structure and the frame structure disclosed in Japanese Patent Laid-Open No. 5-295799, the hook formed at one end of the hook plate is locked in the notch formed in the pillar. The other end of the hook plate is inserted into an insertion groove formed in a beam, a girder or the like and fixed with bolts, whereby the wooden members are easily and surely joined.
【0008】[0008]
【発明が解決しようとする課題】しかしながら、特開平
3−176259号公報に記載の木造立体軸組接合法で
は、柱に接合される各梁,桁等の木部材をそれぞれ一本
の軸ボルトのみで支持していたため、強度が弱く、また
軸組作業も困難となるという問題があった。また、柱か
ら上方に突出した軸ボルトと上柱を固定するためのナッ
トの締付けを、上柱に形成した小孔にスパナ等を差し込
んで行なっていたため、この締付作業がきわめて不便で
あるとともに、締付力が不足するという問題も発生し
た。However, in the wooden three-dimensional frame joining method described in Japanese Patent Laid-Open No. 3-176259, only one shaft bolt is used for each wooden member such as each beam and girder to be joined to a column. Since it was supported by, there was a problem that the strength was weak and the frame work became difficult. Also, the shaft bolt protruding upward from the pillar and the nut for fixing the upper pillar were tightened by inserting a spanner or the like into the small hole formed in the upper pillar, and this tightening work was extremely inconvenient. There was also a problem that the tightening force was insufficient.
【0009】また、特開平5−148912号公報に記
載の木造建物の構造用金物にあっては、芯材に対して、
別体の支持板及び板状取付体を、接合する梁,桁等の向
き,角度,大きさ等に合わせてその都度形成して溶接等
により固着していたため、金具が大型化するとともに、
金具の製造に手数を要し、また、利用範囲が狭く汎用性
に欠けるという問題があった。Further, in the structural hardware of a wooden building described in Japanese Patent Laid-Open No. 148912/1993, with respect to the core material,
A separate support plate and plate-shaped mounting body were formed each time according to the direction, angle, size, etc. of the beam, girder, etc. to be joined and fixed by welding, etc.
There is a problem that it takes time to manufacture the metal fittings, and the range of use is narrow and the versatility is lacking.
【0010】一方、特開平5−295799号公報に記
載の木造建築用軸組構造及び軸組具にあっては、柱に直
接切欠を形成し、フックプレートのフックを係止してい
たため、切欠の加工が面倒なうえ、フックにより切欠が
容易に破損してしまう危険性も高く、またこれに起因し
て接合強度も不足するという問題があった。On the other hand, in the wooden frame construction structure and the frame assembly disclosed in Japanese Patent Laid-Open No. 5-295799, the notches are formed directly in the pillars and the hooks of the hook plates are locked, so that the notches are formed. However, there is a problem in that there is a high risk that the notch will be easily damaged by the hook, and that the joint strength is insufficient due to this.
【0011】本発明は、このような従来の各技術が有す
る問題を解決するために提案されたものであり、簡易か
つ小型,軽量な構造の金具のみからなり、木部材への簡
単な仕口加工のみであらゆる木部材の接合に対応でき、
軸組作業も容易かつ確実に行なえるうえ、木部材を強
力,堅固に接合する建築用接合金具の提供を目的とす
る。The present invention has been proposed in order to solve the problems of each of the conventional techniques described above, and is composed only of a metal fitting having a simple, small-sized and lightweight structure, and a simple joint to a wooden member. Can be used to join all wood components by simply processing
The purpose of the present invention is to provide a metal fitting for construction that enables strong and firm joining of wooden members, as well as easy and reliable framing work.
【0012】[0012]
【課題を解決するための手段】前記目的を達成するため
本発明の建築用接合金具は、木造建築物における木部材
間の接合に用いる金具であって、座板と、この座板の一
面側に突設した締着ナットと、前記木部材の一方の木部
材に貫装され、前記締着ナットと螺合するボルトと、前
記座板の締着ナットを突設した面と反対側の面に突設し
た結合板と、この結合板に設けられた孔と、前記木部材
の他方の木部材に突設したピン孔を介して前記結合板の
孔を貫通するピンとで構成してある。[Means for Solving the Problems] In order to achieve the above-mentioned object, a metal fitting for construction according to the present invention is a metal fitting used for joining wood members in a wooden building, and includes a seat plate and one surface side of the seat plate. And a bolt which is inserted into one of the wooden members and is screwed into the fastening nut, and a surface of the seat plate opposite to the projected surface of the fastening nut. And a hole provided in the connecting plate, and a pin penetrating the hole of the connecting plate via a pin hole protruding in the other wooden member of the wooden members.
【0013】そして、前記結合板に設けられた孔を、大
小二つの孔からなる逆ひょうたん形状をした誘導孔と
し、この誘導孔を貫通するピンを、前記大小二つの孔の
連結部幅より大径な部分と小径な部分を有する先細り形
状のピンとしてある。The hole provided in the connecting plate is an inverted gourd-shaped guide hole consisting of two large and small holes, and a pin penetrating the guide hole is larger than the connecting portion width of the two large and small holes. It is a tapered pin having a small diameter portion and a small diameter portion.
【0014】また、前記結合板に設けられた孔を、長孔
状の支持孔、あるいは、一辺が円弧状の例えば扇形の調
整孔としてあり、またはこれらの支持孔及び前記誘導孔
のうち二以上の孔の組み合わせからなる構成としてあ
る。Further, the holes provided in the coupling plate may be support holes having a long hole shape, or adjustment holes having, for example, a fan shape having one side of an arc, or two or more of these support holes and the guide holes. It is configured by a combination of holes.
【0015】さらに、前記座板を、前記一方の木部材に
形成した座穴に係合する構成とし、また前記締着ナット
に螺合するボルトを、二本のボルトで構成するととも
に、一方のボルトの長手方向中心に設けた交差孔に他方
のボルトが貫通することにより交差する構成としてあ
る。Further, the seat plate is configured to engage with a seat hole formed in the one wooden member, and the bolt screwed to the fastening nut is composed of two bolts and The other bolt penetrates through a cross hole provided at the center of the bolt in the longitudinal direction to cross the bolt.
【0016】[0016]
【作用】このような構成からなる本発明の建築用接合金
具によれば、座板の結合板を木部材に係合させてピンを
打ち込むのみで柱と梁,桁等を接合することができ、ま
た、接続ピンが誘導孔にガイドされて柱と梁等の位置決
めが容易に行なえるので、軸組作業がきわめて簡単に行
なえる。According to the construction joining metal fitting of the present invention having such a structure, the pillar, the beam, the girder and the like can be joined only by engaging the connecting plate of the seat plate with the wooden member and driving the pin. Also, since the connecting pin is guided by the guide hole to easily position the pillar and the beam, the framing work can be performed very easily.
【0017】また、柱等の縦部材に梁等の横架部材を接
合する場合は、座板が、柱等に形成した座穴と係合し、
柱等により直接保持されるので、梁,桁等の横架部材に
かかる荷重が柱等によって支持される。When a horizontal member such as a beam is joined to a vertical member such as a pillar, the seat plate engages with a seat hole formed in the pillar,
Since it is directly held by the pillar or the like, the load applied to the horizontal member such as the beam or girder is supported by the pillar or the like.
【0018】[0018]
【実施例】以下、本発明にかかる建築用接合金具の実施
例について、図面を参照して説明する。図1は、本発明
の建築用接合金具の一実施例の分解全体斜視図であり、
柱等の縦部材と梁,桁,土台等の横架部材の接合に用い
る場合を示す。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of a building metal fitting according to the present invention will be described below with reference to the drawings. FIG. 1 is an exploded perspective view of an embodiment of a building metal fitting of the present invention.
This shows the case where it is used to join vertical members such as columns to horizontal members such as beams, girders, and foundations.
【0019】この図1に示すように、本実施例の建築用
接合金具は、座板1と、この座板1に突設された締着ナ
ット2と、座板1の締着ナット2と反対の面に突設され
て梁200に係合する結合板3と、柱100に貫装され
締着ナット2と螺合するボルト5とで構成してある。As shown in FIG. 1, the construction joining metal fitting of this embodiment includes a seat plate 1, a tightening nut 2 protruding from the seat plate 1, and a tightening nut 2 for the seat plate 1. It is composed of a connecting plate 3 protruding from the opposite surface and engaging with the beam 200, and a bolt 5 penetrating the pillar 100 and screwing with the fastening nut 2.
【0020】座板1は、後述する柱100に設けた凹状
の座穴101に係合する薄い円板状に形成してあり、中
心には貫通孔1aが設けてある。この貫通孔1aには、
締着ナット2が、一端を座板1の一方の面から突出した
状態で係合,溶接してある。また、この貫通孔1aの周
囲には、座板1を柱100に固定するための木ねじある
いは釘用の固定孔1bが設けてある。The seat plate 1 is formed in the shape of a thin disk that engages with a recessed seat hole 101 provided in a post 100 described later, and has a through hole 1a in the center thereof. In this through hole 1a,
The fastening nut 2 is engaged and welded with one end protruding from one surface of the seat plate 1. Further, around the through hole 1a, a fixing hole 1b for fixing a wood plate or a nail for fixing the seat plate 1 to the pillar 100 is provided.
【0021】結合板3は、後述する梁200の結合溝2
01に貫挿されて係合する板状部材であって、座板1
の、締着ナット2が突出した側と反対側の面に、この面
と直交して溶接等によって固着されている。なお、座板
1と締着ナット2及び結合板3の溶接を堅固に行なうた
め、図1及び図2に示すように、貫通孔1aに係合した
締着ナット2の他端を結合板3側に多少突出させ、これ
を結合板3の凹部で跨ぐように形成し、これを一体的に
溶接してもよい。このようにすると、座板1,締着ナッ
ト2,結合板3はそれぞれ強固かつ一体的に固着され
る。また、この結合板3は、梁200への貫挿を容易に
するため、本実施例においては、外側(梁200側)下
端部を斜めにカットしてある。The connecting plate 3 is a connecting groove 2 of the beam 200 which will be described later.
01 is a plate-like member that is inserted into and engages with a seat plate 1
Is fixed to the surface on the side opposite to the side where the fastening nut 2 protrudes by welding or the like at right angles to this surface. In order to firmly weld the seat plate 1, the fastening nut 2 and the joining plate 3, the other end of the fastening nut 2 engaged with the through hole 1a is connected to the joining plate 3 as shown in FIGS. It may be formed by projecting a little to the side, straddling the concave portion of the coupling plate 3 and straddling it integrally. By doing so, the seat plate 1, the fastening nut 2, and the connecting plate 3 are firmly and integrally fixed to each other. Further, in order to facilitate the insertion into the beam 200, the connecting plate 3 is obliquely cut at the lower end on the outer side (beam 200 side) in this embodiment.
【0022】この結合板3の側面の外側端部近傍には、
梁200の接続ピン孔202を介して接続ピン40の貫
通する誘導孔4が穿設してある。この誘導孔4は、上側
に太い径(接続ピン40より太い径)の孔4aが、下側
に小さい径(接続ピン40とほぼ同径)の孔4bが、下
側の孔4bが上側の孔4aより内側(座板1側)に位置
した、やや傾斜した逆ひょうたん形状となって設けてあ
り、この上側の孔4aと下側の孔4bの連結する部分
は、前記接続ピン40に形成したくさび状の傾斜部40
aのみが通過できる幅となっている。In the vicinity of the outer end of the side surface of the connecting plate 3,
The guide hole 4 through which the connection pin 40 penetrates is provided through the connection pin hole 202 of the beam 200. The guide hole 4 has a hole 4a with a large diameter (thicker than the connecting pin 40) on the upper side, a hole 4b with a smaller diameter (approximately the same diameter as the connecting pin 40) on the lower side, and a hole 4b on the lower side with the upper side. It is located inside the hole 4a (on the side of the seat plate 1) and has a slightly inclined inverted gourd shape. The connecting portion of the upper hole 4a and the lower hole 4b is formed on the connecting pin 40. Wedge-shaped slope 40
The width is such that only a can pass through.
【0023】この誘導孔4は、接続ピン40が下側の孔
4bに貫通することにより、梁200と結合板3を結合
する固定孔となるとともに、後述するように、梁200
を接合する際の位置決め孔としても機能する。The guide hole 4 serves as a fixing hole for connecting the beam 200 and the connecting plate 3 by the connection pin 40 penetrating the lower hole 4b and, as will be described later, the beam 200.
It also functions as a positioning hole when joining.
【0024】図1に示す接続ピン40の傾斜部40a
は、一端側がくさび状に細くなるように形成してある
が、誘導孔4の連結部分を通過できるものであれば、こ
のようなくさび形状のものに限らず、例えばテーパ状等
とすることもできる。また、この接続ピン40の他端側
には、傾斜部40aの向きを示す向き定溝40bを設
け、作業を容易ならしめるようになっている。なお、こ
の接続ピン40は、通常、鋼鉄製のものを用いるが、他
の材質のものであってもよい。Inclined portion 40a of the connecting pin 40 shown in FIG.
Is formed so that one end side is thinned in a wedge shape, but it is not limited to such a wedge shape as long as it can pass through the connecting portion of the guide hole 4, and may be, for example, a tapered shape. it can. Further, on the other end side of the connection pin 40, an orientation constant groove 40b indicating the orientation of the inclined portion 40a is provided to facilitate the work. The connection pin 40 is usually made of steel, but may be made of another material.
【0025】また、結合板3には、梁200の支持ピン
孔203を介して支持ピン30の貫通する支持孔3aが
二つ穿設してある。なお、接合する梁200等の横架部
材の幅が大きいものにあっては、その幅に応じて結合板
3も大きくなるが、この場合は支持孔3aの数も増え、
逆に、梁200の幅が小さく軽量である場合には、この
支持孔3aを省略したり、一つとすることもできる。Further, the coupling plate 3 is provided with two support holes 3a through which the support pins 30 pass through the support pin holes 203 of the beam 200. In addition, in the case where the width of the horizontal member such as the beam 200 to be joined is large, the connecting plate 3 also becomes large according to the width, but in this case, the number of the support holes 3a also increases
On the contrary, when the width of the beam 200 is small and lightweight, the support hole 3a may be omitted or only one.
【0026】この支持孔3aは、貫通する支持ピン30
が圧入状態となるように、支持ピン30とほぼ同径とし
てもよく、また、本実施例のように、梁200の支持ピ
ン孔203との位置合わせを容易にするため、接合方向
に遊びを持たせるように、水平方向に長い長孔状として
もよい。なお、この支持孔3aに貫通する支持ピン30
も前記接続ピン40と同様、通常、鋼鉄製のものを用い
るが、他の材質のものであってもよい。This support hole 3a passes through the support pin 30.
May have a diameter substantially the same as that of the support pin 30 so as to be in a press-fitted state, and in order to facilitate the alignment with the support pin hole 203 of the beam 200 as in the present embodiment, a play is made in the joining direction. It may have a long hole shape that is long in the horizontal direction so that it can be held. The support pin 30 penetrating the support hole 3a
Similarly to the connection pin 40, a steel-made one is usually used, but another material may be used.
【0027】ボルト5は、座板1が取り付けられる面と
反対側の面から柱100に貫装されており、先端のねじ
が前記締着ナット2と螺合するとともに、頭部がストッ
パとして柱100の外周面に係止する。このボルト5に
よって、座板1は柱100に固定される。なお、本実施
例においては、ボルト5の頭部をストッパとしている
が、その他に、例えば頭部のない両端あるいは全体にね
じを形成したような棒状のボルトに、ナットを螺合させ
てストッパとすることもできる。この場合には、後述す
るように、ボルト5の両端に締着ナット2を螺合させ、
接合金具を取り付けることも可能となる。The bolt 5 is penetrated through the pillar 100 from the surface opposite to the surface on which the seat plate 1 is mounted. The screw at the tip is screwed into the fastening nut 2, and the head serves as a stopper for the pillar. The outer peripheral surface of 100 is locked. The seat plate 1 is fixed to the pillar 100 by the bolts 5. In the present embodiment, the head of the bolt 5 is used as a stopper. However, in addition to this, a nut is screwed on a rod-shaped bolt having both ends without a head or screws formed on the whole, to form a stopper. You can also do it. In this case, as will be described later, the fastening nuts 2 are screwed on both ends of the bolt 5,
It is also possible to attach a joint fitting.
【0028】次に、このような構成からなる本実施例の
建築用接合金具の使用態様について図2,図3を参照し
つつ説明する。まず、柱100の一面にあらかじめ座板
1が係合する凹状の座穴101と、この座穴101の中
心から柱100の裏面に貫通するボルト孔102を形成
しておく。そして、このボルト孔102にボルト5を挿
し込むとともに、座穴101に座板1を、ボルト孔10
2に締着ナット2を係合させつつ締着ナット2とボルト
5を螺合させて締め込む。これにより、座板1が座穴1
01に係合した状態で結合板3が柱100に突設された
状態となる。このとき、ボルト5の端部を押さえつつ結
合板3を回転させると、簡単に締め付けることができ
る。Next, the manner of use of the construction metal fitting of this embodiment having such a structure will be described with reference to FIGS. First, a concave seat hole 101 with which the seat plate 1 engages is previously formed on one surface of the pillar 100, and a bolt hole 102 penetrating from the center of the seat hole 101 to the back surface of the pillar 100 is formed. Then, the bolt 5 is inserted into the bolt hole 102, the seat plate 1 is inserted into the seat hole 101, and the bolt hole 10 is inserted.
While engaging the tightening nut 2 with the screw 2, the tightening nut 2 and the bolt 5 are screwed together and tightened. As a result, the seat plate 1 becomes the seat hole 1
In the state of being engaged with 01, the connecting plate 3 is in a state of protrudingly provided on the pillar 100. At this time, if the connecting plate 3 is rotated while pressing the end portions of the bolts 5, the bolts 5 can be easily tightened.
【0029】また、ボルト5と締着ナット2を螺合させ
た後、固定孔1bから木ねじを締め込んだり、釘を打ち
込んだりすることによって、座板1が回転しないように
しておく。なお、通常、これらの作業と、柱100の座
穴101,ボルト孔102、梁200への結合溝20
1,支持ピン孔202及び接続ピン孔203の加工など
各木部材に必要な一切の加工については、全て作業環境
の良い工場等において、あらかじめ行なっておく。すな
わち、これによって施工現場における作業は、金具を取
り付けた柱100と梁200の接合作業だけとなり、作
業効率の向上を図ることができる。Further, after the bolt 5 and the fastening nut 2 are screwed together, the seat plate 1 is prevented from rotating by tightening a wood screw or driving a nail through the fixing hole 1b. It should be noted that, in general, these operations, the seat hole 101 of the pillar 100, the bolt hole 102, and the coupling groove 20 to the beam 200 are performed.
1. All the processing required for each wooden member, such as the processing of the support pin hole 202 and the connection pin hole 203, is performed in advance in a factory or the like with a good working environment. That is, by doing so, the work at the construction site is only the work of joining the pillar 100 and the beam 200 to which the metal fittings are attached, and the work efficiency can be improved.
【0030】次に、施工現場においては、まず、図3
(a)に示すように、柱100と梁200を遊びをもた
せた状態で位置合わせを行ない、柱100に取り付けて
ある座板1の結合板3に、梁200に設けてある結合溝
201を係合させる。次いで、図3(b)に示すよう
に、梁200の側面の接続ピン孔202から接続ピン4
0を、結合板3の誘導孔4の上側の孔4aに傾斜部40
aの部分まで貫通させる。これによって梁200は柱1
00に仮に支持されることになる。Next, at the construction site, first, referring to FIG.
As shown in (a), the columns 100 and the beams 200 are aligned with play, and the coupling plate 201 of the seat plate 1 attached to the columns 100 is provided with the coupling grooves 201 provided in the beams 200. Engage. Next, as shown in FIG. 3B, the connection pin 4 is inserted through the connection pin hole 202 on the side surface of the beam 200.
0 in the hole 4a above the guide hole 4 of the connecting plate 3
The part a is penetrated. This makes the beam 200 the pillar 1
It will be temporarily supported by 00.
【0031】この状態で、梁200を下方かつ柱100
側に動かし、誘導孔4にガイドさせつつ接続ピン40を
誘導孔4の上側の孔4aから下側の孔4bに移動させ、
柱100と梁200の間の遊びをなくし、この状態で接
続ピン40を打ち込んで貫通させる(図3(c)の状
態)。これにより、接続ピン40は上側の孔4aへの移
動が不可能となり下側の孔4bに堅固に固定され、梁2
00を結合板3に結合する。その後、必要に応じ支持ピ
ン30を梁200の側面の支持ピン孔203から順次打
ち込み、梁200と結合板3の結合をより一層強固なら
しめる。In this state, the beam 200 is moved downward and the pillar 100 is
The guide pin 4 is moved to the side, and the connecting pin 40 is moved from the upper hole 4a of the guide hole 4 to the lower hole 4b while being guided by the guide hole 4.
The play between the pillar 100 and the beam 200 is eliminated, and in this state, the connection pin 40 is driven and penetrated (state of FIG. 3C). As a result, the connecting pin 40 cannot move to the upper hole 4a and is firmly fixed to the lower hole 4b.
00 to the connecting plate 3. Then, if necessary, the support pins 30 are sequentially driven through the support pin holes 203 on the side surfaces of the beam 200 to further strengthen the connection between the beam 200 and the connecting plate 3.
【0032】この状態で、柱100と梁200は固定さ
れ、接合が完了する。このようにして接合された柱10
0と梁200によれば、座穴101があご受けとなって
座板1の外周縁部を保持するので、梁200にかかる荷
重が座穴101のあご受けを介して柱100で直接支持
される。これにより、金具のみで梁200にかかる荷重
を受ける場合に比べ強度がはるかに高くなる。また、梁
200の収縮,膨張等により接合部に遊びが生じた場合
は、接続ピン40をさらに打ち込むと、接続ピン40の
傾斜部40aが締め代となって、さらに締め込むことが
できる。In this state, the pillar 100 and the beam 200 are fixed and the joining is completed. Pillar 10 joined in this way
0 and the beam 200, the seat hole 101 serves as a chin rest to hold the outer peripheral edge portion of the seat plate 1, so that the load applied to the beam 200 is directly supported by the column 100 via the chin rest of the seat hole 101. It As a result, the strength is much higher than when the load applied to the beam 200 is applied only by the metal fittings. When play is generated in the joint due to contraction or expansion of the beam 200, if the connecting pin 40 is further driven, the inclined portion 40a of the connecting pin 40 serves as a tightening allowance and can be further tightened.
【0033】このように本実施例の建築用接合金具を用
いれば、初めに梁200と柱100とを接続ピン40に
よって仮に支持した状態で行なえ、かつ、施工現場にお
いてボルト(締着ナット)等の締付け作業を一切必要と
しないので、作業環境の悪い施工現場においても、軸組
作業をきわめて容易に行なうことができる。As described above, by using the construction metal fitting of this embodiment, the beam 200 and the pillar 100 can be temporarily supported by the connection pin 40, and the bolt (tightening nut) or the like can be used at the construction site. Since it does not require any tightening work, the frame work can be extremely easily performed even at a construction site where the working environment is bad.
【0034】また、軸組作業工程を通して特殊機械等を
一切必要としないことから、工場,設備等を有しない一
般の職人でも、現場における加工が可能となり、広く利
用することができる。さらに、柱100と梁200への
仕口加工も上述した座穴101,結合溝201等の簡単
なもののみですみ、また、木部材の接合部に金具が露出
して建築物の美観を損なうようなこともない。Further, since no special machine or the like is required at all through the frame work process, even a general craftsman who does not have a factory, equipment or the like can perform the processing on site and can widely use it. Furthermore, only the simple processing such as the above-mentioned seat hole 101 and the connecting groove 201 is required for the joint processing of the pillar 100 and the beam 200, and the metal fittings are exposed at the joint portion of the wooden members, which spoils the appearance of the building. There is no such thing.
【0035】なお、本実施例の接合金具は、図4に示す
ように、建築物の構造等必要に応じて、柱100の対向
する両面に取り付けることもできる。すなわち、柱10
0の両面に座穴101を設けるとともに、座板1に固着
した締着ナット2をボルト5の両端に螺合させる。この
場合には、両面の座板1が互いに中心で引っ張り合うこ
とで、座板1の取付強度をより高めることができる。ま
た、特に梁200が大きく重量が嵩む等の場合には、図
4の想像線で示すように、本接合金具を一方向に複数設
けることも自在である。As shown in FIG. 4, the metal fittings of this embodiment can be attached to both sides of the pillar 100 facing each other, as required by the structure of the building. That is, the pillar 10
0 is provided with seat holes 101 on both sides, and the tightening nut 2 fixed to the seat plate 1 is screwed to both ends of the bolt 5. In this case, the seat plates 1 on both sides are pulled at the center of each other, whereby the mounting strength of the seat plate 1 can be further increased. Further, particularly when the beam 200 is large and heavy, it is possible to provide a plurality of main joining fittings in one direction as shown by the imaginary line in FIG.
【0036】次に、本発明の建築用接合金具の他の実施
例について、図5,6を参照して説明する。図5は本実
施例の接合金具の分解斜視図を示す。また、図6は本実
施例の接合金具を用いて木部材を接合した状態の一部断
面平面図を示す。Next, another embodiment of the building metal fitting of the present invention will be described with reference to FIGS. FIG. 5 shows an exploded perspective view of the joint fitting of this embodiment. In addition, FIG. 6 is a partial cross-sectional plan view showing a state in which the wooden members are joined using the joining fitting of the present embodiment.
【0037】これらの図に示すように、本実施例の接合
金具は、上述した実施例におけるボルトを、二本のボル
ト10,11で構成するとともに、一方のボルト10の
長手方向中心に交差孔10aを穿設し、この交差孔10
aに他方のボルト11を貫通させることによって90度
の角度をもって交差するように形成してある。そして、
柱100には、外周四面にそれぞれ対向して座穴101
を設けるとともに、各座穴の中心から柱の内部中心でそ
れぞれ交差して互いに連通するようにボルト孔102,
103を形成しておく。As shown in these figures, in the joint fitting of this embodiment, the bolt in the above-mentioned embodiment is composed of two bolts 10 and 11, and a cross hole is formed at the center of one bolt 10 in the longitudinal direction. 10a is bored and the cross hole 10
By forming the other bolt 11 through a, it is formed so as to intersect at an angle of 90 degrees. And
The pillar 100 has seat holes 101 facing the four outer peripheral surfaces, respectively.
And the bolt holes 102, so as to communicate with each other by intersecting from the center of each seat hole to the inner center of the pillar.
103 is formed in advance.
【0038】この交差孔10aを設けたボルト10とし
て、本実施例においては、図7(a)に示すように、交
差孔10aを穿設したナット状部材の両端にボルトを螺
合させてこれを溶接等により固着した構成としてある
が、これに限らず、少なくとも交差孔10aを有し、両
端にボルトが形成してあれば、例えば図7(b)に示す
ように、一体形のものとすることもできる。As the bolt 10 having the cross hole 10a, in this embodiment, as shown in FIG. 7A, the bolt is screwed to both ends of a nut-shaped member having the cross hole 10a. Is fixed by welding or the like, but is not limited to this, and if it has at least cross holes 10a and bolts are formed at both ends, as shown in FIG. You can also do it.
【0039】これによって、各ボルト孔102,103
に挿入されたボルト10,11は柱100の内部中心で
交差することになり、各ボルトの端部に締着ナット2を
それぞれ螺合させることで、座板1を柱100の外周四
面に取り付けることができる。As a result, each bolt hole 102, 103
The bolts 10 and 11 inserted in the column cross at the inner center of the pillar 100, and the fastening nut 2 is screwed to the end of each bolt to attach the seat plate 1 to the four outer peripheral surfaces of the pillar 100. be able to.
【0040】また、本発明の建築用接合金具のさらに他
の実施例として、結合板3の形状を、例えば図8に示す
ように、下側(図8(a)),上側(図8(b))、あ
るいは上下両側(図8(c))等に90度曲折させて延
長した形状とすることもできる。この実施例に示す接合
金具によれば、柱と梁,桁等の縦部材と横架部材の接合
に加え、方づえ,筋かい等の斜架部材を接合することが
できる。また、図9に示すように、例えば、合掌300
と方づえ301,合掌300と筋かい(図示せず)等の
接合角度が異なる斜架部材等さまざまの木部材どうしの
接合にも適用することができる。As still another embodiment of the building metal fitting of the present invention, the shape of the connecting plate 3 is, for example, as shown in FIG. 8, a lower side (FIG. 8 (a)) and an upper side (FIG. 8 ( b)), or both upper and lower sides (FIG. 8 (c)) and the like may be bent by 90 degrees and extended. According to the joining metal fitting shown in this embodiment, in addition to joining vertical members such as columns, beams, and girders, and transverse members, diagonal members such as stairs and braces can be joined. Further, as shown in FIG.
The present invention can also be applied to joining various wooden members such as a diagonal member having a different joining angle such as the stairs 301, the joint 300 and the braces (not shown).
【0041】なお、このような接合角度の異なる木部
材、例えば、柱と筋かい,合掌と方づえ等の接合におい
ては、結合板3に一辺が円弧状をした例えば扇形の長孔
を形成し、角度調整用の調整孔3bとすることもでき
る。すなわち、この場合には、図10に示すように、支
持孔3aに貫通した支持ピン30が支点となって、調整
孔3bに貫通した支持ピン30が調整孔3bの円弧状辺
にガイドされて移動することができ、これによって、方
づえ301等の斜架部材を任意の角度に調整することが
できる。In the case of joining wooden members having different joining angles, for example, columns and braces, joints and braces, the connecting plate 3 is formed with, for example, a fan-shaped long hole with one side having an arc shape. It is also possible to use the adjustment hole 3b for adjusting the angle. That is, in this case, as shown in FIG. 10, the support pin 30 penetrating the support hole 3a serves as a fulcrum, and the support pin 30 penetrating the adjustment hole 3b is guided by the arcuate side of the adjustment hole 3b. It is possible to move, and thereby, the slanting member such as the support 301 can be adjusted to an arbitrary angle.
【0042】なお、このように結合板3を延長して柱1
00等の縦部材と方づえ301等の斜架部材を接合する
場合、結合板3の延長した部分が斜架部材からはみ出し
て露出してしまうことがある。このような場合には、図
8に示すように、結合板3の延長部分の端部内側(柱1
00側)を斜めにカットするとともに、これと平行に、
対向する縁部に切欠を設けておくことが好ましい。これ
によって、図10に示すように、接合角度の異なる柱と
筋かい,合掌と方づえ等の接合においても、金具が露出
することなく、建築物の美観の向上を図ることができ
る。このように、本実施例の接合金具によれば、あらゆ
る大きさ,向き,角度の木部材の軸組にも対応すること
ができる。The connecting plate 3 is extended in this manner to extend the pillar 1.
When a vertical member such as 00 and a diagonal member such as a stirrup 301 are joined, the extended portion of the connecting plate 3 may protrude from the diagonal member and be exposed. In such a case, as shown in FIG. 8, the inside of the end of the extended portion of the coupling plate 3 (the pillar 1
(00 side) is cut diagonally, and in parallel with this,
It is preferable to provide a notch on the opposite edges. As a result, as shown in FIG. 10, the metal fittings are not exposed and the aesthetics of the building can be improved even when joining columns and braces having different joining angles, joints and braces, etc. As described above, according to the joining metal fitting of the present embodiment, it is possible to cope with a shaft of a wooden member of any size, orientation and angle.
【0043】なお、本発明は、前記実施例に限定される
のもではなく、要旨の範囲内における種々変形例を含む
ものである。例えば、座板1は円板状でなく、四角形
状,多角形状等であってもよい。このようにすると、柱
100の座穴101による座板1の保持をより堅固にす
ることができるという効果がある。The present invention is not limited to the above embodiments, but includes various modifications within the scope of the invention. For example, the seat plate 1 may have a rectangular shape, a polygonal shape, or the like, instead of the disk shape. By doing so, there is an effect that the seat plate 1 can be more firmly held by the seat holes 101 of the pillar 100.
【0044】[0044]
【発明の効果】以上のように、本発明の接合金具によれ
ば、簡易かつ小型,軽量な構造の金具のみによって、あ
らゆる木部材の接合に対応できるとともに、軸組作業も
きわめて容易かつ確実なうえ、木部材を強力,堅固に接
合することができる。As described above, according to the joining metal fitting of the present invention, it is possible to join all kinds of wood members with only a metal fitting having a simple, small and lightweight structure, and the framing work is extremely easy and reliable. Moreover, the wooden members can be joined firmly and firmly.
【図1】本発明の一実施例の接合金具の分解全体斜視図
を示す。FIG. 1 is an exploded perspective view of an entire joint fitting according to an embodiment of the present invention.
【図2】図1の接合金具を用いて木部材を接合した状態
の一部断面正面図を示す。FIG. 2 is a partial cross-sectional front view showing a state where wooden members are joined using the joining metal fitting of FIG.
【図3】図1の接合金具の取り付け手順を示す、
(a),(b),(c)はそれぞれ一部断面平面図であ
る。FIG. 3 shows a procedure for attaching the joining metal fitting of FIG.
(A), (b), (c) is a partial cross-sectional plan view, respectively.
【図4】図1の接合金具を柱の両側に取り付けた状態の
一部断面正面図を示す。FIG. 4 is a partial cross-sectional front view of the state where the joining metal fitting of FIG. 1 is attached to both sides of a column.
【図5】本発明の他の実施例の接合金具の分解斜視図を
示す。FIG. 5 shows an exploded perspective view of a joining fitting according to another embodiment of the present invention.
【図6】図5の接合金具を用いて木部材を接合した状態
の一部断面平面図を示す。FIG. 6 is a partial cross-sectional plan view showing a state where wooden members are joined together using the joining fitting shown in FIG.
【図7】本発明の接合金具のボルトの変更実施例の斜視
図を示す。FIG. 7 shows a perspective view of a modified embodiment of the bolt of the joining fitting of the present invention.
【図8】本発明の接合金具の結合板の変更実施例を木部
材に取り付けた状態を示す、(a),(b),(c)は
それぞれ正面図である。FIG. 8 (a), (b), (c) is a front view showing a state in which a modified example of the joining plate of the joining fitting of the present invention is attached to a wooden member.
【図9】本発明の接合金具を用いて木部材を接合した状
態の正面図を示す。FIG. 9 shows a front view of a state in which wooden members are joined using the joining fitting of the present invention.
【図10】本発明の接合金具の結合板の変更実施例を用
いた木部材の角度調整状態を示す一部断面正面図であ
る。FIG. 10 is a partial cross-sectional front view showing the angle adjustment state of the wooden member using the modified embodiment of the joining plate of the joining fitting of the present invention.
1…座板 2…締着ナット 3…結合板 3a…支持孔 3b…調整孔 4…誘導孔 5…ボルト 10…ボルト 10a…交差孔 30…支持ピン 40…接続ピン 100…柱 101…座穴 102…ボルト孔 200…梁 201…結合溝 202…接続ピン孔 203…支持ピン孔 300…合掌 301…方づえ DESCRIPTION OF SYMBOLS 1 ... Seat plate 2 ... Tightening nut 3 ... Coupling plate 3a ... Support hole 3b ... Adjusting hole 4 ... Guide hole 5 ... Bolt 10 ... Bolt 10a ... Cross hole 30 ... Support pin 40 ... Connection pin 100 ... Pillar 101 ... Seat hole 102 ... Bolt hole 200 ... Beam 201 ... Coupling groove 202 ... Connection pin hole 203 ... Support pin hole 300 ... Gassho 301 ... Direction
Claims (7)
いる金具であって、 座板と、 この座板の一面側に突設した締着ナットと、 前記木部材の一方の木部材に貫装され、前記締着ナット
と螺合するボルトと、 前記座板の締着ナットを突設した面と反対側の面に突設
した結合板と、 この結合板に設けられた孔と、 前記木部材の他方の木部材に穿設したピン孔を介して前
記結合板の孔を貫通するピンと、 を具備したことを特徴とする建築用接合金具。1. A metal fitting used for joining wood members in a wooden building, comprising a seat plate, a fastening nut projecting from one surface of the seat plate, and a wood member that penetrates one wood member of the wood member. A bolt that is mounted and that is screwed into the fastening nut; a coupling plate that projects from a surface of the seat plate that is opposite to the surface on which the fastening nut projects; and a hole that is formed in the coupling plate. A construction joining metal fitting, comprising: a pin penetrating a hole of the coupling plate through a pin hole formed in the other wood member of the wood member.
の孔からなる逆ひょうたん形状をした誘導孔であって、
この誘導孔を貫通するピンが、前記大小二つの孔の連結
部幅より大径な部分と小径な部分を有する先細り形状の
ピンである請求項1記載の建築用接合金具。2. The reverse gourd-shaped guide hole, wherein the hole provided in the connecting plate is composed of two holes of different sizes,
2. The building joint fitting according to claim 1, wherein the pin passing through the guide hole is a tapered pin having a portion having a diameter larger than the width of the connecting portion between the two large and small holes and a portion having a smaller diameter.
支持孔である請求項1記載の建築用接合金具。3. The joint fitting for construction according to claim 1, wherein the hole provided in the connecting plate is a support hole having a long hole shape.
弧状の調整孔である請求項1記載の建築用接合金具。4. The building joint fitting according to claim 1, wherein the hole provided in the connecting plate is an adjusting hole having one side of an arc shape.
2,3又は4記載のうちの二以上の孔の組み合わせから
なる建築用接合金具。5. A construction joining metal fitting, wherein the hole provided in the connecting plate is a combination of two or more holes according to claim 2, 3 or 4.
た座穴に係合する請求項1,2,3,4又は5記載の建
築用接合金具。6. The building joint fitting according to claim 1, wherein the seat plate is engaged with a seat hole formed in the one wood member.
本のボルトにより構成するとともに、一方のボルトの長
手方向中心に設けた交差孔に他方のボルトが貫通する構
成とした請求項1,2,3,4,5又は6記載の建築用
接合金具。7. The bolt to be screwed into the fastening nut is composed of two bolts, and the other bolt penetrates through a cross hole provided in the center of one bolt in the longitudinal direction. , 2, 3, 4, 5 or 6 joining metal fittings for construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17761194A JPH0821012A (en) | 1994-07-06 | 1994-07-06 | Connector fitting for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17761194A JPH0821012A (en) | 1994-07-06 | 1994-07-06 | Connector fitting for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0821012A true JPH0821012A (en) | 1996-01-23 |
Family
ID=16034038
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17761194A Pending JPH0821012A (en) | 1994-07-06 | 1994-07-06 | Connector fitting for building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0821012A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020084593A (en) * | 2018-11-27 | 2020-06-04 | 三井住友建設株式会社 | Joint structure for wooden beam |
| CN112030762A (en) * | 2020-09-02 | 2020-12-04 | 福州大学 | Temporary pier for pushing bridge |
-
1994
- 1994-07-06 JP JP17761194A patent/JPH0821012A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020084593A (en) * | 2018-11-27 | 2020-06-04 | 三井住友建設株式会社 | Joint structure for wooden beam |
| CN112030762A (en) * | 2020-09-02 | 2020-12-04 | 福州大学 | Temporary pier for pushing bridge |
| CN112030762B (en) * | 2020-09-02 | 2021-12-17 | 福州大学 | A temporary pier for bridge jacking |
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