JP2018155088A - Joint metal set, junction structure for structural skeleton of wooden building using the joint metal set, and wooden building - Google Patents

Joint metal set, junction structure for structural skeleton of wooden building using the joint metal set, and wooden building Download PDF

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JP2018155088A
JP2018155088A JP2017151272A JP2017151272A JP2018155088A JP 2018155088 A JP2018155088 A JP 2018155088A JP 2017151272 A JP2017151272 A JP 2017151272A JP 2017151272 A JP2017151272 A JP 2017151272A JP 2018155088 A JP2018155088 A JP 2018155088A
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rod
metal fitting
main body
structural
screw portion
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JP6649922B2 (en
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東 藤代
Higashi Fujishiro
東 藤代
洋路 伊東
Yoji Ito
洋路 伊東
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Abstract

PROBLEM TO BE SOLVED: To provide a joint metal set in which a rod-like metal fitting extends and has an improved tension performance of a structural skeleton when used as a joint metal, a junction structure for the structural skeleton where the joint metal set is used, and a wooden building where such a structural skeleton is used.SOLUTION: The present invention relates to a joint metal set to be used for coupling and fixing a floor panel F and a wall panel W of a wooden building. The joint metal set comprises: a hexagonal bolt 7 which is disposed between the floor panel F and the wall panel W; and a coupling plate 1 including a path pipe 3 which is disposed inwards from a proximal end of a main body 2 that is used in combination with the hexagonal bolt 7, and a female screw part which is threaded with a male screw part that is formed on an inner wall surface of the path pipe 3, the coupling plate being disposed within the wall panel W. The hexagonal bolt 7 is inserted into the path pipe 3 of the coupling plate 1 and used while being threaded under a relationship of screws in such an inserted state.SELECTED DRAWING: Figure 3

Description

本発明は接合金具セットとその接合金具セットを使用した木造建築物の構造躯体の接合構造、そのような構造躯体の接合構造を有する木造建築物等に関するものである。   The present invention relates to a joining bracket set, a joining structure of a structural frame of a wooden building using the joining bracket set, a wooden building having such a joining structure of a structural casing, and the like.

従来から木造建築物の構造躯体を連結固定するため、構造躯体の接合面に接合金具を配置することが行われている。
このような接合構造が開示された文献として特許文献1及び2を示す。特許文献1では構造躯体としての梁11の上に同じく構造躯体としての管柱12を連結するために接合金具としてのT字金具13を配置した接合構造が開示されている。また、例えば特許文献2では構造躯体としての土台25の上に同じく構造躯体としての管柱26を連結するために金具片11を組み立てた接合金具を配置した接合構造が開示されている。これら特許文献1及び2のような接合金具を用いた接合構造では、接合金具を使用しない構造に比べて段違いな接合強度で構造躯体を接合することができる。
ところで、金属は増加する引っ張り力に対して伸びて変形した後に許容応力を越えて破断するため、伸び率が大きいほど引っ張り力に対する応力が大きい(引っ張り性能が高い)とされる。そのため、構造躯体に使用される接合金具にも伸び率が大きいことが期待される。そのような伸び率の大きな接合金具として、例えばボルトのような棒状金具が挙げられる。ボルトは断面積に対して長尺に構成できることから伸び率を大きくすることができる。ボルトを使用した一例として特許文献3を示す。特許文献3には長尺のボルト(長ボルト13)を使用した木造建築物の構造躯体の接合構造が開示されている。特許文献3では柱1にスクリュー部11をねじ込み、スクリュー部11内に中空孔13cを形成し、基礎3に固定した接合金具14を介して中空孔13c内部に長ボルト13を嵌挿し、スクリュー部11と長ボルト13の先端を螺着させた構成である。このような接合構造であれば長ボルト13の引っ張り力に対する伸び率が大きいことから引っ張り強度に優れた構造を実現できる。
2. Description of the Related Art Conventionally, in order to connect and fix a structural frame of a wooden building, it has been practiced to arrange a joint fitting on the joint surface of the structural frame.
Patent documents 1 and 2 are shown as literatures which disclosed such a junction structure. Patent Document 1 discloses a joining structure in which a T-shaped fitting 13 as a joining fitting is arranged on a beam 11 as a structural casing in order to connect a tube column 12 as a structural casing. Further, for example, Patent Document 2 discloses a joining structure in which a joining fitting in which the fitting pieces 11 are assembled is arranged on a base 25 serving as a structural casing in order to connect a pipe column 26 as the structural casing. In the joining structure using the joining metal fittings as in these Patent Documents 1 and 2, the structural housing can be joined with a joining strength different from that in the structure not using the joining fitting.
By the way, since a metal stretches and deforms with respect to an increasing tensile force and then breaks beyond an allowable stress, the greater the elongation rate, the greater the stress with respect to the tensile force (higher tensile performance). Therefore, it is expected that the joining metal fitting used for the structural housing also has a high elongation rate. As such a joining metal fitting having a large elongation rate, for example, a rod-like metal fitting such as a bolt can be cited. Since the bolt can be configured to be long with respect to the cross-sectional area, the elongation rate can be increased. Patent document 3 is shown as an example using a volt | bolt. Patent Document 3 discloses a joining structure of a structural frame of a wooden building using a long bolt (long bolt 13). In Patent Document 3, a screw part 11 is screwed into a pillar 1, a hollow hole 13 c is formed in the screw part 11, and a long bolt 13 is inserted into the hollow hole 13 c via a joint fitting 14 fixed to the foundation 3. 11 and the tip of the long bolt 13 are screwed together. With such a joint structure, the elongation rate with respect to the tensile force of the long bolt 13 is large, so that a structure with excellent tensile strength can be realized.

特開2000−64426号公報JP 2000-64426 A 特開2003−56075号公報JP 2003-56075 A 特開2007−77611号公報JP 2007-77611 A

特許文献3のように長ボルト13とともにスクリュー部11を使用する理由の1つとして、長ボルト13を直接構造躯体に螺合させても引き抜き力が加えられた際にそもそも伸びる以前に構造躯体から長ボルト13が脱落してしまうからである。そのため、特許文献3ではスクリュー部11を構造躯体としての柱1にねじ込んで接合金具14を介して基礎3にしっかり固定し、長ボルト13はあくまでも基礎3に柱1が固定されている状態で引っ張り力(引き抜き力)は主として長ボルト13にかかるようにするという構成を採用している。
しかし、この特許文献3のような構成ではいくつかの問題がある。例えば、
1)スクリュー部11の長手方向に沿って中空孔13cを形成することでスクリュー部11が肉薄になってしまい木造建築物に曲げ荷重や圧縮荷重がかかる場合等では強度が低下してしまうと考えられる。
2)スクリュー部11を柱1にねじ込むことで柱1を固定しても、強い引っ張り力(引き抜き力)が作用することで柱1がスクリュー部11から抜けてしまい長ボルト13の伸びが期待できない場合がある。
3)スクリュー部11の長手方向に沿って中空孔13cを形成し、その底部に雌ネジを形成するという加工作業は面倒であり熟練を要する。
そのため、これら1)〜3)のような問題を解決した雄ネジ部が形成された金属製の棒状金具を使用した木造建築物の構造躯体の接合構造やそのような構造躯体の接合構造を使用した木造建築物が求められていた。
As one of the reasons for using the screw portion 11 together with the long bolt 13 as in Patent Document 3, even if the long bolt 13 is screwed directly to the structural housing, it will be removed from the structural housing in the first place when the pulling force is applied. This is because the long bolt 13 falls off. For this reason, in Patent Document 3, the screw portion 11 is screwed into the pillar 1 as a structural housing and is firmly fixed to the foundation 3 via the joint fitting 14, and the long bolt 13 is pulled with the pillar 1 fixed to the foundation 3 to the last. A configuration is adopted in which the force (pull-out force) is mainly applied to the long bolt 13.
However, there are some problems in the configuration as in Patent Document 3. For example,
1) By forming the hollow hole 13c along the longitudinal direction of the screw part 11, the screw part 11 becomes thin, and when the bending load or the compressive load is applied to the wooden building, the strength is considered to decrease. It is done.
2) Even if the pillar 1 is fixed by screwing the screw part 11 into the pillar 1, the pillar 1 is pulled out of the screw part 11 due to a strong pulling force (pull-out force), and the extension of the long bolt 13 cannot be expected. There is a case.
3) The processing operation of forming the hollow hole 13c along the longitudinal direction of the screw portion 11 and forming the female screw at the bottom thereof is troublesome and requires skill.
Therefore, the joint structure of the structural frame of a wooden building using a metal bar-shaped metal fitting formed with a male screw part that solves the problems 1) to 3) or the junction structure of such a structural frame is used. There was a need for a wooden structure.

上記目的を達成するために、手段1として、木造建築物の第1の構造躯体と第2の構造躯体とを連結固定するために使用される接合金具セットであって、前記第1の構造躯体と前記第2の構造躯体との間にかけて配置される外周に雄ネジ部が形成された金属製の棒状金具と、板状の本体と、同本体の基端部又は基端部付近から内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内部壁面に形成された前記雄ネジ部と螺合される雌ネジ部と、を有する前記第2の構造躯体内に埋設状に配置される連結金具と、を備え、前記棒状金具は前記連結金具の前記棒状金具案内通路内に嵌挿され、その嵌挿状態で前記雄ネジ部が前記雌ネジ部に螺着されて使用されるようにした。
また、手段2として、木造建築物の第1の構造躯体と第2の構造躯体とを連結固定するために使用される接合金具セットであって、前記第1の構造躯体と前記第2の構造躯体との間にかけて配置される外周に雄ネジ部が形成された金属製の棒状金具と、前記雄ネジ部に螺着される雌ネジ部材と、板状の本体と、同本体の基端部又は基端部付近から内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内方側の開口端に面して前記本体に形成された窓穴と、を有する前記第2の構造躯体内に埋設状に配置される連結金具と、を備え、前記棒状金具は前記連結金具の前記棒状金具案内通路内に嵌挿され、その嵌挿状態で前記窓穴から露出される前記雄ネジ部に対して前記雌ネジ部材が螺着されて使用されるようにした。
これらのような接合金具であると、連結金具に棒状金具を連結させ(組み合わせて)第1の構造躯体と第2の構造躯体を連結固定した際に、第1の構造躯体と第2の構造躯体との間に大きな引っ張り力が発生しても、連結金具によって棒状金具を支持しつつ棒状金具の伸びを許容することができ、構造躯体の引っ張り性能を向上させることができることとなる。また、連結金具も棒状金具も構造躯体内に埋設状に配置することができるるため、施工状態で側面方向から目視されることがない。
手段1と手段2の違いは接合金具に対する棒状金具の固着手段であり、手段1では棒状金具の雄ネジ部が状体案内部の内部壁面に形成された雌ネジ部に螺合され、手段2では棒状金具の雄ネジ部は棒状金具案内通路から窓穴に露出するので、露出した雄ネジ部に対して雌ネジ部材を螺着させて締め付けるようにする。
In order to achieve the above object, as means 1, there is provided a joint fitting set used for connecting and fixing a first structural housing and a second structural housing of a wooden building, the first structural housing. And a metal rod-like metal fitting having a male screw portion formed on the outer periphery disposed between the second structural housing, the plate-shaped main body, and a base end portion of the main body or the vicinity of the base end portion. Embedded in the second structural body having a rod-shaped bracket guide passage disposed over and a female screw portion screwed with the male screw portion formed on the inner wall surface of the rod-shaped bracket guide passage. A connecting fitting disposed, and the rod-like fitting is inserted into the rod-like fitting guide passage of the connecting fitting, and the male screw portion is screwed onto the female screw portion in the fitted state. It was to so.
Further, as means 2, there is a joining metal fitting set used for connecting and fixing the first structural housing and the second structural housing of the wooden building, wherein the first structural housing and the second structure are used. A metal rod-shaped metal fitting having a male screw portion formed on the outer periphery disposed between the housing, a female screw member screwed to the male screw portion, a plate-like main body, and a base end portion of the main body Alternatively, the second member having a rod-shaped metal fitting guide passage disposed from the vicinity of the base end portion to the inside and a window hole formed in the main body facing the opening end on the inner side of the rod-like metal fitting guide passage. Connecting rods that are embedded in the structure housing, and the rod-like fittings are fitted into the rod-like fitting guide passages of the coupling fittings and exposed from the window holes in the fitted state. The female screw member is used by being screwed to the male screw portion.
In the case of such a joining metal fitting, when the first structural housing and the second structural housing are connected and fixed by connecting (combining) the rod-shaped metal fittings to the connecting metal fittings, the first structural housing and the second structure. Even if a large tensile force is generated between the casing and the casing, the extension of the rod-shaped bracket can be allowed while the rod-shaped bracket is supported by the connecting bracket, and the pulling performance of the structural casing can be improved. Further, since both the connecting metal fittings and the rod-like metal fittings can be arranged embedded in the structural housing, they are not viewed from the side in the construction state.
The difference between the means 1 and the means 2 is a means for fixing the rod-shaped metal fitting to the joining metal fitting. In the means 1, the male threaded portion of the rod-shaped metal fitting is screwed into the female screw portion formed on the inner wall surface of the shape guide part, Then, since the male threaded portion of the bar-shaped metal fitting is exposed to the window hole from the bar-shaped metal fitting guide passage, a female screw member is screwed to the exposed male screw part and tightened.

ここに「第1の(第2の)構造躯体」とは、木造建築物を建築する際の骨組み(架構を構成する部材)にあたる部分であって、例えば基礎、壁、柱、横架材(梁、桁等)、土台、母屋等を広くいう。また、ムクの木でも集成材、例えば、CLT(Cross Laminated Timber)と称される直交集成板であってもよい。
また、「金属製の棒状金具」は、引っ張り力を受けて応力以上の力が作用することで伸びる接続金具であって、外周に雄ネジ部が形成されていれば特に外見の形状は限定されない。例えばいわゆるヘッドのあるボルト形状出会っても、ヘッドのない完全に長尺の円柱形形状であっても、全長に渡って雄ネジ部が形成されていても、実際に棒状金具案内通路や雌ネジ部材と螺合される部分にだけ雄ネジ部が形成されていてもよい。また、雄ネジ部が形成されていない部分の断面形状が円形でなくともよい。
連結金具の「本体」は表裏がそれぞれ平行となる面で構成されることがよく、木部の強度を低下させないために板状に構成されることがよい。また、板状とすることで接続部における曲げ強度も向上する。
「棒状金具案内通路」は本体の基端部又は基端部付近から内方にかけて配設されていて、挿入された棒状金具案内通路を長手方向に案内できるような直線状の通路としての形状を呈していればよい。そのため、例えば、筒状に構成されてもよく筒状でなくともよい。筒状でない場合としては、例えば対向する長板体を配置するようにしてもよい。また、例えば基端部又は基端部付近と内方側(先端寄りの部分)だけに棒状金具が挿通されるようなリング部を設けるようにしてもよい。
また、筒状金具案内通路は、本体の面方向(つまり、本体の進出方向)に沿って配置されることがよい。その場合には、例えば本体の面上に筒状の棒状金具案内通路が載置されていてもよく、例えば本体の面上に対面する長板体を配置するようにしてもよい。また、例えば本体の面方向に沿って形成された溝内に棒状金具案内通路を挟みこむように配置してもよい。
「雌ネジ部材」は、例えばナット部材が挙げられる。雌ネジ部材は棒状金具の雄ネジ部と螺合可能であれば形状は問わない。
以上の語句の説明は以下の手段においても同様である。
Here, the “first (second) structural frame” is a portion corresponding to a framework (member constituting the frame) when building a wooden building, for example, a foundation, a wall, a pillar, a horizontal member ( Widely refers to beams, girders, etc.), foundations, purlins, etc. In addition, it is also possible to use laminated wood, for example, an orthogonal laminated board called CLT (Cross Laminated Timber).
In addition, the “metal rod-shaped metal fitting” is a connection metal fitting that is stretched by receiving a tensile force and applying a force greater than stress, and the external shape is not particularly limited as long as a male screw portion is formed on the outer periphery. . For example, even if a so-called head-shaped bolt shape is encountered, a completely long cylindrical shape without a head, or a male threaded portion formed over the entire length, actually a rod-shaped bracket guide passage or female thread The male screw part may be formed only in the part screwed with the member. Moreover, the cross-sectional shape of the part in which the male screw part is not formed may not be circular.
The “main body” of the connecting metal fitting is preferably composed of surfaces whose front and back sides are parallel to each other, and is preferably constructed in a plate shape so as not to reduce the strength of the xylem. Moreover, the bending strength in a connection part also improves by setting it as plate shape.
The “bar-shaped bracket guide passage” is arranged from the base end portion of the main body or from the vicinity of the base end to the inside, and has a shape as a linear passage that can guide the inserted bar-shaped bracket guide passage in the longitudinal direction. It only has to be presented. Therefore, for example, it may be configured in a cylindrical shape or not in a cylindrical shape. As a case where it is not cylindrical, for example, opposing long plates may be arranged. Further, for example, a ring portion through which the rod-shaped metal fitting is inserted only in the base end portion or the vicinity of the base end portion and the inward side (portion near the tip end) may be provided.
Moreover, it is preferable that the cylindrical metal fitting guide passage is arranged along the surface direction of the main body (that is, the advancing direction of the main body). In that case, for example, a cylindrical rod-shaped metal fitting guide passage may be placed on the surface of the main body, and for example, a long plate facing the main surface of the main body may be disposed. Further, for example, the rod-shaped metal fitting guide passage may be sandwiched in a groove formed along the surface direction of the main body.
Examples of the “female screw member” include a nut member. The shape of the female screw member is not limited as long as it can be screwed with the male screw portion of the rod-shaped metal fitting.
The explanation of the above phrase is the same in the following means.

また、手段3として、基礎上に設置される木造建築物の構造躯体を前記基礎側に連結固定するために使用される接合金具セットであって、構造躯体内に埋設状に配置される板状の本体が立設されたベース部と、前記本体の面方向に沿って配設され、前記ベース部の裏面に開口する開口端を有し前記本体の内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内部壁面に形成された前記雄ネジ部と螺合される雌ネジ部と、を有する前記基礎上に固定される柱脚用金具と、前記柱脚用金具と前記構造躯体にかけて配置される外周に雄ネジ部が形成された金属製の棒状金具と、を備え、前記棒状金具は前記本体の前記棒状金具案内通路内に嵌挿され、その嵌挿状態で前記雄ネジ部が前記雌ネジ部に螺着されて使用されるようにした。
また、手段4として、基礎上に設置される木造建築物の構造躯体を前記基礎側に連結固定するために使用される接合金具セットであって、構造躯体内に埋設状に配置される板状の本体が立設されたベース部と、前記本体の面方向に沿って配設され、前記ベース部の裏面に開口する第1の開口端と前記本体の内方側に開口する第2の開口端とを有する棒状金具案内通路と、前記第2の開口端に面して前記本体に形成された窓穴と、を有する前記基礎上に固定される柱脚用金具と、前記柱脚用金具と前記構造躯体にかけて配置される外周に雄ネジ部が形成された金属製の棒状金具と、前記雄ネジ部に螺着される雌ネジ部材と、を備え、前記棒状金具は前記本体の前記棒状金具案内通路内に嵌挿され、その嵌挿状態で前記窓穴から露出される前記雄ネジ部に対して前記雌ネジ部材が螺着されて使用されるようにした。
これらのような接合金具であると、柱脚金具に棒状金具を連結させ(組み合わせて)構造躯体を連結固定した際に、柱脚金具と構造躯体の間に大きな引っ張り力が発生しても、本体によって棒状金具を支持しつつ棒状金具の伸びを許容することができ、構造躯体の引っ張り性能を向上させることができることとなる。また、板状の本体は構造躯体内に埋設状に配置することができるため、施工状態で側面方向から目視されることがない。
ここに柱脚用金具の「ベース部」は本体が立設される部材であって、それ自体が基礎上に設置されてもよく、ベース部の下方域に基礎との連結部分を有していてもよい。
Further, as means 3, it is a joint metal fitting set used for connecting and fixing a structural frame of a wooden building installed on a foundation to the foundation side, and is a plate-like shape arranged in an embedded form in the structural frame And a base-like metal guide passage which is disposed along the surface of the main body and has an open end which opens to the back surface of the base portion and which is disposed inward of the main body. A column base bracket fixed on the foundation, the column base bracket having a male screw portion screwed with the male screw portion formed on the inner wall surface of the rod-shaped bracket guide passage, the column base bracket and the A metal rod-shaped metal fitting having a male screw portion formed on the outer periphery disposed over the structural housing, and the rod-shaped metal fitting is inserted into the rod-shaped metal fitting guide passage of the main body, and the male fitting is inserted in the inserted state. The screw part is used by being screwed onto the female screw part.
Further, as means 4, it is a joining metal fitting set used for connecting and fixing a structural frame of a wooden building installed on a foundation to the foundation side, and is a plate shape arranged in an embedded form in the structural frame A base portion on which the main body is erected, a first opening end that is disposed along the surface direction of the main body and opens on the back surface of the base portion, and a second opening that opens on the inner side of the main body A column base bracket fixed on the foundation, the rod base bracket having an end, a window hole formed in the main body facing the second opening end, and the column base bracket And a metal bar-shaped metal fitting having a male screw portion formed on the outer periphery disposed over the structural housing, and a female screw member screwed to the male screw part, the bar-shaped metal fitting being the bar shape of the main body The male inserted into the metal fitting guide passage and exposed from the window hole in the inserted state. The female screw member is to be used by being screwed against di unit.
With these joint fittings, when a rod-shaped bracket is connected to (combined with) a column base bracket and the structural frame is connected and fixed, even if a large tensile force is generated between the column base bracket and the structural frame, The extension of the rod-like metal fitting can be allowed while the rod-like metal fitting is supported by the main body, and the pulling performance of the structural housing can be improved. Moreover, since a plate-shaped main body can be arrange | positioned in the embedded form in a structure housing, it is not visually recognized from a side surface direction in a construction state.
Here, the “base part” of the column base bracket is a member on which the main body is erected, and may be installed on the foundation itself, and has a connecting part with the foundation in the lower area of the base part. May be.

また、手段5として、前記本体には固定ピン係合用の透孔が形成されているようにした。
これによって、本体を構造躯体内に埋設状に配置した際に、この透孔を介して本体を構造躯体に固定させることができ、強い引っ張り力(引き抜き力)が作用したとしても本体はしっかりと構造躯体に保持されることとなる。
また手段6として、前記棒状金具はヘッド部を有するボルト部材であるようにした。
これによって棒状金具の棒状金具案内通路内での固定や保持を容易かつ確実に行うことができる。
また手段7として、前記棒状金具は前記棒状金具はラグスクリュー部が形成されるとともに先端寄りに雄ネジ部が形成されたボルト部材であるようにした。
このような棒状金具であれば、自身も構造躯体にラグスクリュー部によって食い込み状に螺着されることとなり、強い引っ張り力(引き抜き力)に対する構造全体の耐力が向上する。
Further, as the means 5, a through hole for engaging a fixed pin is formed in the main body.
As a result, when the main body is embedded in the structural housing, the main body can be fixed to the structural housing through this through hole, and even if a strong pulling force (extraction force) is applied, the main body is firmly It will be held by the structural housing.
As the means 6, the rod-shaped metal fitting is a bolt member having a head portion.
As a result, it is possible to easily and reliably fix and hold the bar-shaped metal fitting in the bar-shaped metal guide passage.
Further, as the means 7, the rod-shaped metal fitting is a bolt member in which the lug screw portion is formed with a lag screw portion and a male screw portion is formed near the tip.
If it is such a rod-shaped metal fitting itself, it will be screwed into the structure housing by the lag screw part, and the proof stress of the whole structure with respect to strong pulling force (pull-out force) will improve.

また、手段8として、第1の構造躯体と第2の構造躯体とを接続金具を使用して連結固定するようにした木造建築物の構造躯体の接合構造において、前記接続金具として、外周に雄ネジ部が形成された棒状金具と、板状の本体と、同本体の基端部又は基端部付近から内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内部壁面に形成された前記雄ネジ部と螺合される雌ネジ部とを有する連結金具と、を少なくとも備え、前記棒状金具は前記第1の構造躯体内を貫いて前記第2の構造躯体側に前記雄ネジ部が及ぶように固定され、前記連結金具は前記第2の構造躯体の前記第1の構造躯体に面した端面に形成したスリット内に挿入されており、前記第2の構造躯体方向に突出した前記棒状金具が前記棒状金具案内通路内に配置されて前記雄ネジ部が前記棒状金具案内通路内に形成された前記雌ネジ部と螺合しているようにした。
このような構造躯体の接合構造であれば、連結金具に棒状金具を連結させ(組み合わせて)第1の構造躯体と第2の構造躯体を連結固定した際に、第1の構造躯体と第2の構造躯体との間に大きな引っ張り力が発生しても、連結金具によって棒状金具を支持しつつ棒状金具の伸びを許容することができ、構造躯体の引っ張り性能を向上させることができることとなる。また、連結金具も棒状金具も構造躯体内に埋設状に配置されるため、施工状態で側面方向から目視されることがない。
また、手段9として、前記棒状金具はその先端寄りのみで前記雌ネジ部と螺合しているようにした。
つまり、固定状態にある棒状金具の先端寄りでない部分が雌ネジ部と螺合せずフリーな状態で保持されるということである。そのためこの先端寄りでない部分(第1の構造躯体や第2の構造躯体との間で固定状態にある部分は除き)が大きな引っ張り力が作用した際に伸びる部分となり、構造躯体の引っ張り性能を向上させることになる。
Further, as the means 8, in the joining structure of the structural frame of the wooden building in which the first structural frame and the second structural frame are connected and fixed using the connection metal, the connection metal is provided on the outer periphery as the connection metal. A bar-shaped metal fitting having a threaded portion, a plate-like main body, a bar-shaped metal fitting guide passage disposed from the base end portion of the main body or the vicinity of the base end to the inside, and an inner wall surface of the bar-like metal fitting guide passage And a connecting metal fitting having a female screw part to be screwed with the formed male screw part, the rod-like metal fitting penetrating through the first structural housing to the second structural housing side. The connecting part is inserted into a slit formed in an end surface of the second structural body facing the first structural body, and protrudes in the direction of the second structural body. The bar-shaped metal fittings arranged in the bar-shaped metal fitting guide passage Is the male threaded portion is so screwed with said female screw portion formed in a rod shape metal fitting guide passage.
With such a joining structure of the structural housing, when the first structural housing and the second structural housing are connected and fixed by connecting (combining) the rod-shaped metal fittings to the connecting metal fitting, the first structural housing and the second structural housing are connected. Even if a large pulling force is generated between the structure housing and the rod, the extension of the rod-shaped bracket can be allowed while the rod-shaped bracket is supported by the connecting bracket, and the pulling performance of the structure frame can be improved. Further, since both the connecting metal fittings and the rod-like metal fittings are arranged embedded in the structural housing, they are not viewed from the side in the construction state.
Further, as the means 9, the rod-shaped metal fitting is screwed into the female screw portion only near the tip.
That is, the portion that is not near the tip of the rod-shaped metal fitting in the fixed state is held in a free state without being screwed with the female screw portion. For this reason, the portion that is not close to the tip (except for the portion that is fixed between the first structural housing and the second structural housing) becomes a portion that extends when a large tensile force is applied, improving the tensile performance of the structural housing. I will let you.

また、手段10として、第1の構造躯体と第2の構造躯体とを接続金具を使用して連結固定するようにした木造建築物の構造躯体の接合構造において、前記接続金具として、少なくとも先端寄りの外周に雄ネジ部が形成された棒状金具と、前記棒状金具の前記雄ネジ部と螺合可能な雌ネジ部材と、板状の本体と、同本体の基端部又は基端部付近から内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内方側の開口端に面して前記本体に形成された窓穴とを有する連結金具と、を少なくとも備え、前記棒状金具は前記第1の構造躯体内を貫いて前記第2の構造躯体側に前記雄ネジ部が及ぶように固定され、前記連結金具は前記第2の構造躯体の前記第1の構造躯体に面した端面に形成したスリット内に挿入されており、前記第2の構造躯体方向に突出した前記棒状金具が前記棒状金具案内通路内に配置されるとともに前記窓穴から先端寄りが露出され、前記雌ネジ部材と前記雄ネジ部が螺合し、前記雌ネジ部材は前記棒状金具案内通路の前記開口端に対して締め付けられているようにした。
このような構造躯体の接合構造であれば、連結金具に棒状金具を連結させ(組み合わせて)第1の構造躯体と第2の構造躯体を連結固定した際に、第1の構造躯体と第2の構造躯体との間に大きな引っ張り力が発生しても、連結金具によって棒状金具を支持しつつ棒状金具の伸びを許容することができ、構造躯体の引っ張り性能を向上させることができることとなる。特に、雌ネジ部材は固定状態にある棒状金具の先端寄りで螺着して棒状金具を締め付けているため、棒状金具の先端寄りでない部分はフリーな状態で保持されるということである。そのためこの先端寄りでない部分(第1の構造躯体や第2の構造躯体との間で固定状態にある部分は除き)が大きな引っ張り力が作用した際に伸びる部分となり、構造躯体の引っ張り性能を向上させることになる。また、連結金具も棒状金具も構造躯体内に埋設状に配置されるため、施工状態で側面方向から目視されることがない。
Further, as the means 10, in the joining structure of the structural frame of the wooden building in which the first structural frame and the second structural frame are connected and fixed using the connection metal, the connection metal is at least near the tip. A rod-shaped metal fitting having a male screw portion formed on the outer periphery thereof, a female screw member that can be screwed with the male screw portion of the rod-shaped metal fitting, a plate-like main body, and a base end portion of the main body or the vicinity of the base end portion A bar-shaped metal fitting guide passage disposed inward, and a connecting metal fitting having a window hole formed in the main body facing the opening end on the inner side of the bar-shaped metal guide passage, The metal fitting is fixed so as to penetrate the first structural housing so that the male screw portion extends to the second structural housing, and the connecting metal fitting faces the first structural housing of the second structural housing. Inserted into the slit formed in the end face, The bar-shaped bracket projecting in the direction of the structural housing 2 is disposed in the bar-shaped bracket guide passage, the tip end is exposed from the window hole, the female screw member and the male screw portion are screwed together, and the female screw The member is fastened to the open end of the bar-shaped metal fitting guide passage.
With such a joining structure of the structural housing, when the first structural housing and the second structural housing are connected and fixed by connecting (combining) the rod-shaped metal fittings to the connecting metal fitting, the first structural housing and the second structural housing are connected. Even if a large pulling force is generated between the structure housing and the rod, the extension of the rod-shaped bracket can be allowed while the rod-shaped bracket is supported by the connecting bracket, and the pulling performance of the structure frame can be improved. In particular, the female screw member is screwed near the tip of the rod-shaped metal fitting in a fixed state and tightens the rod-shaped metal fitting, so that the portion not near the tip of the rod-shaped metal fitting is held in a free state. For this reason, the portion that is not close to the tip (except for the portion that is fixed between the first structural housing and the second structural housing) becomes a portion that extends when a large tensile force is applied, improving the tensile performance of the structural housing. I will let you. Further, since both the connecting metal fittings and the rod-like metal fittings are arranged embedded in the structural housing, they are not viewed from the side in the construction state.

また、手段11として、前記棒状金具は自身の上部に一体に形成されたヘッド部又は自身の上部に形成された雄ネジと螺合する雌ネジ部材によって前記第2の構造躯体方向に脱落不能に保持されるようにした。
これによって棒状金具の棒状金具案内通路内での固定や保持を容易かつ確実に行うことができる。
また手段12として、前記棒状金具は前記第1の構造躯体に前もって形成された透孔内に嵌挿されているようにした。
このようにすれば、棒状金具を第1の構造躯体内部に配置することが容易となる。
また手段13として、前記棒状金具はラグスクリュー部が形成されるとともに先端寄りに雄ネジ部が形成されたボルト部材であるようにした。
このような棒状金具であれば、自身も構造躯体にラグスクリュー部によって食い込み状に螺着されることとなり、強い引っ張り力(引き抜き力)に対する構造全体の耐力が向上する。
また手段14として、前記連結金具には表裏に連通する第1の透孔が形成されるとともに前記前記第2の構造躯体には前記スリットと交差する第2の透孔が形成されて互いに照合されており、照合状態で前記第1及び第2の透孔にはピン部材が打ち込まれているようにした。
これによって、連結金具は構造躯体内に埋設されている状態でピン部材によって固定されることとなり、強い引き抜き力が作用したとしても連結金具はしっかりと構造躯体に保持されることとなる。
Further, as the means 11, the rod-shaped metal fitting cannot be detached in the direction of the second structural housing by the head part integrally formed on the upper part thereof or the female screw member screwed with the male screw formed on the upper part thereof. It was held.
As a result, it is possible to easily and reliably fix and hold the bar-shaped metal fitting in the bar-shaped metal guide passage.
Further, as the means 12, the rod-shaped metal fitting is inserted into a through hole formed in advance in the first structural housing.
If it does in this way, it will become easy to arrange | position a rod-shaped metal fitting inside a 1st structure housing.
Further, as the means 13, the rod-shaped metal fitting is a bolt member in which a lag screw portion is formed and a male screw portion is formed near the tip.
If it is such a rod-shaped metal fitting itself, it will be screwed into the structure housing by the lag screw part, and the proof stress of the whole structure with respect to strong pulling force (pull-out force) will improve.
Further, as the means 14, the connecting metal fitting is formed with a first through hole communicating with the front and back, and the second structural housing is formed with a second through hole intersecting with the slit and collated with each other. In the verification state, a pin member is driven into the first and second through holes.
As a result, the connecting fitting is fixed by the pin member in a state where it is embedded in the structural casing, and even if a strong pulling force is applied, the connecting fitting is firmly held by the structural casing.

また手段15として、基礎と構造躯体とを接続金具を使用して連結固定するようにした木造建築物の構造躯体の接合構造において、前記接続金具として、外周に雄ネジ部が形成された棒状金具と、板状の本体が立設されたベース部と、同ベース部の裏面に開口する開口端を有し前記本体の内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内部壁面に形成された前記雄ネジ部と螺合される雌ネジ部とを有する前記基礎上に固定される柱脚用金具と、を少なくとも備え、前記棒状金具は前記ベース部に前記構造躯体側に前記雄ネジ部が及ぶように立設固定され、前記本体は前記構造躯体の前記柱脚用金具に面した端面に形成したスリット内に挿入されており、前記棒状金具は前記棒状金具案内通路内に配置されて前記雄ネジ部が前記棒状金具案内通路内に形成された前記雌ネジ部と螺合しているようにした。
これらのような接合金具であると、柱脚金具に棒状金具を連結させ(組み合わせて)構造躯体を連結固定した際に、柱脚金具と構造躯体の間に大きな引っ張り力が発生しても、本体によって棒状金具を支持しつつ棒状金具の伸びを許容することができ、構造躯体の引っ張り性能を向上させることができることとなる。また、板状の本体は構造躯体内に埋設状に配置されるため、施工状態で側面方向から目視されることがない。
Further, as means 15, in a joint structure of a structural frame of a wooden building in which a foundation and a structural frame are connected and fixed using a connection metal, a rod-shaped metal fitting having a male screw portion formed on the outer periphery as the connection metal A base portion on which a plate-like main body is erected, a bar-shaped metal fitting guide passage having an opening end opened on the back surface of the base portion and arranged inward of the main body, and A column base bracket fixed on the foundation having a female screw portion screwed with the male screw portion formed on an inner wall surface, and the rod-shaped metal fitting on the base body side on the structure housing side The main body is inserted into a slit formed on an end surface of the structural housing facing the column base bracket, and the rod bracket is inserted into the rod bracket guide passage. Arranged inside said male screw There was as screwed with the female threaded portion formed on the rod-shaped fitting guide passage.
With these joint fittings, when a rod-shaped bracket is connected to (combined with) a column base bracket and the structural frame is connected and fixed, even if a large tensile force is generated between the column base bracket and the structural frame, The extension of the rod-like metal fitting can be allowed while the rod-like metal fitting is supported by the main body, and the pulling performance of the structural housing can be improved. In addition, since the plate-like main body is disposed in an embedded state in the structural housing, it is not visually observed from the side direction in the construction state.

また手段16として、基礎と構造躯体とを接続金具を使用して連結固定するようにした木造建築物の構造躯体の接合構造において、前記接続金具として、少なくとも先端寄りの外周に雄ネジ部が形成された棒状金具と、前記棒状金具の前記雄ネジ部と螺合可能な雌ネジ部材と、板状の本体が立設されたベース部と、同ベース部の裏面に開口する第1の開口端と前記本体の内方側に開口する第2の開口端とを有する棒状金具案内通路と、前記第2の開口端に面して前記本体に形成された窓穴とを有する前記基礎上に固定される柱脚用金具と、を少なくとも備え、前記棒状金具は前記ベース部に前記構造躯体側に前記雄ネジ部が及ぶように立設固定され、前記本体は前記構造躯体の前記柱脚用金具に面した端面に形成したスリット内に挿入されており、前記棒状金具は前記棒状金具案内通路内に配置されるとともに前記窓穴から先端寄りが露出され、前記雌ネジ部材と前記雄ネジ部が螺合し、前記雌ネジ部材は前記棒状金具案内通路の前記開口端に対して締め付けられているようにした。
これらのような接合金具であると、柱脚金具に棒状金具を連結させ(組み合わせて)構造躯体を連結固定した際に、柱脚金具と構造躯体の間に大きな引っ張り力が発生しても、本体によって棒状金具を支持しつつ棒状金具の伸びを許容することができ、構造躯体の引っ張り性能を向上させることができることとなる。特に、雌ネジ部材は固定状態にある棒状金具の先端寄りで螺着して棒状金具を締め付けているため、棒状金具の先端寄りでない部分はフリーな状態で保持されるということである。そのためこの先端寄りでない部分(柱脚用金具との間で固定状態にある部分は除き)が大きな引っ張り力が作用した際に伸びる部分となり、構造躯体の引っ張り性能を向上させることになる。また、板状の本体は構造躯体内に埋設状に配置されるため、施工状態で側面方向から目視されることがない。
Further, as means 16, in the joint structure of the structural frame of the wooden building in which the foundation and the structural frame are connected and fixed using the connection bracket, a male screw part is formed at least on the outer periphery near the tip as the connection bracket. A bar-shaped metal fitting, a female screw member that can be screwed into the male screw portion of the bar-shaped metal fitting, a base portion on which a plate-like main body is erected, and a first opening end that opens on the back surface of the base portion Fixed on the foundation having a rod-shaped metal fitting guide passage having a second opening end opened to the inner side of the main body and a window hole formed in the main body facing the second opening end A column base bracket, wherein the rod-shaped bracket is erected and fixed to the base portion so that the male screw portion extends to the structure housing side, and the body is the column base bracket of the structure housing Inserted into the slit formed on the end face facing The rod-shaped metal fitting is disposed in the rod-shaped metal fitting guide passage, the tip end is exposed from the window hole, the female screw member and the male screw portion are screwed together, and the female screw member is used for the rod-like metal fitting guide. It was made to clamp | tighten with respect to the said opening end of a channel | path.
With these joint fittings, when a rod-shaped bracket is connected to (combined with) a column base bracket and the structural frame is connected and fixed, even if a large tensile force is generated between the column base bracket and the structural frame, The extension of the rod-like metal fitting can be allowed while the rod-like metal fitting is supported by the main body, and the pulling performance of the structural housing can be improved. In particular, the female screw member is screwed near the tip of the rod-shaped metal fitting in a fixed state and tightens the rod-shaped metal fitting, so that the portion not near the tip of the rod-shaped metal fitting is held in a free state. For this reason, the portion that is not close to the tip (except for the portion fixed to the column base bracket) becomes a portion that extends when a large pulling force is applied, and the pulling performance of the structural frame is improved. In addition, since the plate-like main body is disposed in an embedded state in the structural housing, it is not visually observed from the side direction in the construction state.

また手段17として、前記柱脚用金具はアンカー部材によって前記基礎に固定されているようにした。
これによって、柱脚用金具は基礎にしっかりと固定できることとなる。
また手段18として、前記本体には表裏に連通する第1の透孔が形成されるとともに前記構造躯体には前記スリットと交差する第2の透孔が形成されて互いに照合されており、照合状態で前記第1及び第2の透孔にはピン部材が打ち込まれているようにした。
これによって、本体(柱脚金具)は構造躯体内に埋設されている状態でピン部材によって固定されることとなり、強い引き抜き力が作用したとしても柱脚金具はしっかりと構造躯体に保持されることとなる。
また手段19として、棒状金具案内通路は筒状形体であるようにした。
筒状形体であると棒状金具が挿入しやすく、また、棒状金具を棒状金具案内通路に固定しやすいからである。
また、手段8〜19に記載の木造建築物の構造躯体の接合構造を備えた木造建築物を構築するようにした。木造建築物は特にCLTを床材や壁材として使用した多層階の木造建築物を構築することがよい。
As the means 17, the column base metal fitting is fixed to the foundation by an anchor member.
As a result, the column base bracket can be firmly fixed to the foundation.
Further, as the means 18, the main body is formed with a first through hole communicating with the front and back, and the structural housing is formed with a second through hole intersecting with the slit and collated with each other. Thus, a pin member is driven into the first and second through holes.
As a result, the main body (column base bracket) is fixed by the pin member in a state where it is embedded in the structure casing, and the column base bracket is firmly held by the structure casing even if a strong pulling force is applied. It becomes.
Further, as the means 19, the rod-shaped metal fitting guide passage has a cylindrical shape.
This is because the rod-shaped metal fitting can be easily inserted into the cylindrical shape, and the rod-shaped metal fitting can be easily fixed to the rod-shaped metal fitting guide passage.
Moreover, the wooden building provided with the joining structure of the structural frame of the wooden building described in the means 8 to 19 was constructed. In particular, it is preferable to construct a multi-story wooden building using CLT as a flooring or wall material.

本発明によれば、このような接合金具を使用することで、第1の構造躯体と第2の構造躯体との間、あるいは構造躯体と基礎との間に大きな引っ張り力が発生した際に、棒状金具の伸びを許容することができ、構造躯体の引っ張り性能を向上させることができることができる。   According to the present invention, by using such a joint fitting, when a large tensile force is generated between the first structural housing and the second structural housing or between the structural housing and the foundation, The elongation of the rod-shaped metal fitting can be allowed, and the tensile performance of the structural housing can be improved.

本発明の実施形態1の接合金具セットのうち、連結プレートを示す図であって(a)は斜視図、(b)は側面図、(c)は(b)のA−A線での断面図。It is a figure which shows a connection plate among the joining metal fitting sets of Embodiment 1 of this invention, Comprising: (a) is a perspective view, (b) is a side view, (c) is a cross section in the AA line of (b). Figure. (a)〜(c)は実施の形態1の連結プレートを使用した木造建築物の構造躯体の接合構造の連結工程を説明する説明図。(A)-(c) is explanatory drawing explaining the connection process of the joining structure of the structural frame of a wooden building using the connection plate of Embodiment 1. FIG. 図2(a)〜(c)の工程で構築される木造建築物の構造躯体の接合構造の分解斜視図。The disassembled perspective view of the joining structure of the structural frame of the wooden building constructed | assembled at the process of Fig.2 (a)-(c). 本発明の実施形態2の接合金具セットのうち、連結プレートを示す図であって(a)は斜視図、(b)は側面図、(c)は(b)のB−B線での断面図。It is a figure which shows a connection plate among the joining metal fitting sets of Embodiment 2 of this invention, (a) is a perspective view, (b) is a side view, (c) is a cross section in the BB line of (b). Figure. (a)〜(c)は実施の形態2の連結プレートを使用した木造建築物の構造躯体の接合構造の連結工程を説明する説明図。(A)-(c) is explanatory drawing explaining the connection process of the joining structure of the structural frame of a wooden building using the connection plate of Embodiment 2. FIG. 図5(a)〜(c)の工程で構築される木造建築物の構造躯体の接合構造の分解斜視図。The disassembled perspective view of the joining structure of the structural frame of the wooden building constructed | assembled at the process of Fig.5 (a)-(c). 実施の形態3で使用される六角ボルトの正面図。The front view of the hexagon bolt used in Embodiment 3. FIG. 本発明の実施形態2の接合金具セットのうち、柱脚用金具を示す図であって(a)は斜視図、(b)は(a)のC−C線での断面図。It is a figure which shows the metal fitting for column bases among the joining metal fitting sets of Embodiment 2 of this invention, Comprising: (a) is a perspective view, (b) is sectional drawing in CC line of (a). (a)〜(c)は実施の形態3の連結プレートを使用した木造建築物の構造躯体の接合構造の連結工程を説明する説明図。(A)-(c) is explanatory drawing explaining the connection process of the joining structure of the structural frame of a wooden building using the connection plate of Embodiment 3. FIG. 図9(a)〜(c)の工程で構築される木造建築物の構造躯体の接合構造の分解斜視図。The disassembled perspective view of the joining structure of the structural frame of the wooden building constructed | assembled at the process of Fig.9 (a)-(c). 他の実施の形態の木造建築物の構造躯体の接合構造を説明する分解斜視図。The disassembled perspective view explaining the joining structure of the structural frame of the wooden building of other embodiment. 他の実施の形態の木造建築物の構造躯体の接合構造を説明する分解斜視図。The disassembled perspective view explaining the joining structure of the structural frame of the wooden building of other embodiment. (a)〜(c)は通路管の製造工程を説明する説明図。(A)-(c) is explanatory drawing explaining the manufacturing process of a passage pipe. 本発明の他の実施形態の接合金具セットのうち、連結プレートを示す図であって(a)は斜視図、(b)は側面図、(c)は(b)のD−D線での断面図。It is a figure which shows a connection plate among the joining metal fitting sets of other embodiment of this invention, (a) is a perspective view, (b) is a side view, (c) is the DD line of (b). Sectional drawing. 本発明の他の実施形態の接合金具セットのうち、連結プレートを示す図であって(a)は斜視図、(b)は側面図、(c)は(b)のE−E線での断面図。It is a figure which shows a connection plate among the joining metal fitting sets of other embodiment of this invention, (a) is a perspective view, (b) is a side view, (c) is the EE line of (b). Sectional drawing.

以下、本発明の一実施の形態である接合金具セット及び接合金具セットを使用した木造建築物の構造躯体の接合構造について図面に基づいて説明する。
(実施の形態1)
図1(a)〜(c)は接合金具セットを構成する連結金具としての鉄系合金製の連結プレート1である。連結プレート1は長方形形状の本体2を備え、同本体2の幅方向中央に長手方向に延出される棒状金具案内通路内としての通路管3が配設されている。一例として本実施の形態では本体2は幅150mm、長さ300mmに構成されている。円筒形状の通路管3は本体2の幅方向中央に一方の短辺側から内方に向かって形成されたスリット4内に嵌合されて溶接によって固着されている。尚、図示においては溶接の跡(いわゆるビード)は省略されている。
スリット4は本実施の形態では本体2の全長の3/4程度の長さに形成され、通路管3はスリット4内において表裏方向への突出量が均等になるように、つまり通路管3の直径位置がちょうど本体2の厚み方向中央に配置されるように固定されている。このように通路管3を固定することによって本体2の面方向に対して通路管3の長手方向が平行に延出されることとなる。通路管3の基端側の開口部3aはちょうど本体2の短辺と一致する位置に配置されている。通路管3は先端寄り(内方側)が小径に構成された小径部5とされており、小径部5の内壁面には雌ネジ部5aが形成されている。図13(a)〜(c)に示すように、通路管3は丸鋼管の先端を所定の径となるまで絞り加工をし、その絞った部分が小径部5となる。小径部5の内壁に対して図示しないタップ等の雌ネジ加工具によって加工することで雌ネジ部5aが形成される。
本体2の先端寄りの通路管3を挟んだ左右2つの領域にはドリフトピン用の複数の金具側透孔6が形成されている。本実施の形態では金具側透孔6は左右それぞれ3つずつ形成され、本体2の長手方向に沿って均等な間隔で直列に配置されている。
Hereinafter, a joining structure of a structural body of a wooden building using a joining bracket set and a joining bracket set according to an embodiment of the present invention will be described with reference to the drawings.
(Embodiment 1)
FIGS. 1A to 1C show a connection plate 1 made of an iron-based alloy as a connection fitting constituting a joining bracket set. The connecting plate 1 includes a rectangular main body 2, and a passage pipe 3 serving as a rod-shaped metal fitting guide passage extending in the longitudinal direction is disposed at the center of the main body 2 in the width direction. As an example, in the present embodiment, the main body 2 is configured to have a width of 150 mm and a length of 300 mm. The cylindrical passage tube 3 is fitted in a slit 4 formed inward from one short side to the center in the width direction of the main body 2 and fixed by welding. In the drawing, the trace of welding (so-called bead) is omitted.
In the present embodiment, the slit 4 is formed to have a length of about 3/4 of the entire length of the main body 2, and the passage pipe 3 has a uniform amount of protrusion in the front and back directions in the slit 4, that is, the passage pipe 3. The diameter position is fixed so as to be arranged at the center in the thickness direction of the main body 2. By fixing the passage tube 3 in this way, the longitudinal direction of the passage tube 3 extends in parallel to the surface direction of the main body 2. The opening 3 a on the proximal end side of the passage pipe 3 is arranged at a position that exactly coincides with the short side of the main body 2. The passage tube 3 has a small diameter portion 5 having a small diameter near the tip (inward side), and a female screw portion 5 a is formed on the inner wall surface of the small diameter portion 5. As shown in FIGS. 13A to 13C, the passage pipe 3 is drawn until the tip of the round steel pipe has a predetermined diameter, and the narrowed portion becomes the small diameter portion 5. The internal thread portion 5a is formed by processing the inner wall of the small diameter portion 5 with an internal thread processing tool such as a tap (not shown).
A plurality of metal fitting side through holes 6 for drift pins are formed in two left and right regions sandwiching the passage tube 3 near the tip of the main body 2. In the present embodiment, three metal fitting side through holes 6 are formed on each of the left and right sides, and are arranged in series at equal intervals along the longitudinal direction of the main body 2.

このような連結プレート1を使用した接合構造について図2及び図3に基づいて説明する。
本実施の形態では木造建築物の第1の構造躯体としての床パネルFと第2の構造躯体としての壁パネルWを連結固定する場合を一例として説明する。本実施の形態では一例としての床パネルFは7層構造のCLTパネルを適時カットして使用し、壁パネルWは5層構造のCLTパネルを適時カットして使用する。床パネルFは長さ及び幅方向が水平となるように(つまり、厚み方向が垂直方向となるように)配置され、長さ及び幅方向が垂直方向となる壁パネルWによって上下方向において挟まれるように構築される。床パネルFには上下に連通する穿孔9が形成されている。壁パネルWには床パネルFとの接合端面に左右一対のスリット10が形成されている。スリット10の内部空間の厚みと幅及び奥行きは連結プレート1の厚み、幅及び長さと同サイズに構成されている。また、連結プレート1に形成した金具側透孔6と一致する位置にスリット10に交差するように木部側透孔12が形成されている。木部側透孔12は壁パネルWの表裏面にかけて形成されている。本実施の形態では接合構造の一例として、ある1枚の壁パネルWを床パネルFの下方位置に連結固定する場合を図示して説明する。
A joining structure using such a connecting plate 1 will be described with reference to FIGS.
In the present embodiment, a case where a floor panel F as a first structural frame of a wooden building and a wall panel W as a second structural frame are connected and fixed will be described as an example. In the present embodiment, as an example, the floor panel F uses a CLT panel having a seven-layer structure as appropriate, and the wall panel W uses a CLT panel having a five-layer structure as appropriate. The floor panel F is arranged so that the length and width directions are horizontal (that is, the thickness direction is vertical), and is sandwiched in the vertical direction by the wall panel W whose length and width directions are vertical. To be built. The floor panel F is formed with perforations 9 communicating with each other in the vertical direction. The wall panel W is formed with a pair of left and right slits 10 on the end face to which the floor panel F is joined. The thickness, width and depth of the internal space of the slit 10 are configured to be the same size as the thickness, width and length of the connecting plate 1. Moreover, the wood part side through-hole 12 is formed in the position which corresponds with the metal fitting side through hole 6 formed in the connection plate 1 so that the slit 10 may be crossed. The wood part side through hole 12 is formed over the front and back surfaces of the wall panel W. In the present embodiment, as an example of the joining structure, a case where one wall panel W is connected and fixed to a lower position of the floor panel F will be described with reference to the drawings.

図2(a)〜(c)及び図3に示すように、連結プレート1は棒状金具としての六角ボルト7と組み合わされて接合金具セットとして使用される。六角ボルト7は六角柱形状のヘッド7aと長尺の円柱体形状の本体7bとから構成されている。本体7bの先端寄りの本体7bの全長の1/5程度の外周のみに雄ネジ部7cが形成されている。本体7bの外径は通路管3の内径よりも若干小さく構成され、雄ネジ部7cは通路管3の雌ネジ部5aと螺合可能である。   As shown in FIGS. 2 (a) to 2 (c) and FIG. 3, the connecting plate 1 is combined with a hexagonal bolt 7 as a rod-shaped metal fitting and used as a joint metal fitting set. The hexagon bolt 7 is composed of a hexagonal column-shaped head 7a and a long cylindrical body 7b. The male threaded portion 7c is formed only on the outer circumference of about 1/5 of the entire length of the main body 7b near the tip of the main body 7b. The outer diameter of the main body 7 b is configured to be slightly smaller than the inner diameter of the passage tube 3, and the male screw portion 7 c can be screwed with the female screw portion 5 a of the passage tube 3.

床パネルFと壁パネルWの連結固定においては、作業者はまず、図2(a)に示すように、床パネルFの上方からワッシャ11を介して六角ボルト7を先端側から穿孔9内に落とし込み六角ボルト7の本体7bを上下に挿通させる。六角ボルト7はヘッド7aに吊り下げられた状態で雄ネジ部7cを含む本体7bの下半分側は床パネルFの下方に突出することとなる。その状態で連結プレート1を床パネルFの下方側から六角ボルト7に接近させ、通路管3の基端側の開口部3aから通路管3内部に六角ボルト7を進入させるようにする。進入の結果、六角ボルト7の先端寄りの雄ネジ部7cが通路管3の先端の(奥寄りの)雌ネジ部5aに達するため、達した段階で六角ボルト7の雄ネジ部7cと連結プレート1の雌ネジ部5aが螺合するように両者を相対的に回動させる。そして、ネジの締め付け作用によって連結プレート1を床パネルFの裏面にしっかりと固定するようにする。このとき、図2(b)のように連結プレート1の本体2の面方向が壁パネルWの表裏面と平行となるような位置関係とする。本実施の形態では図4に示すように左右一対となるように連結プレート1を床パネルFの裏面に固定する。
次いで、このように連結プレート1が裏面に固着された床パネルFに対して下方から壁パネルWを接近させ、壁パネルWの上端のスリット10内に連結プレート1を進入させるようにする。壁パネルWの上端が床パネルFの裏面に当接した状態で左右のスリット10内にそれぞれ進入した連結プレート1は隙間なく正確に収まる。そして、この進入状態で金具側透孔6と木部側透孔12が照合されるため、最後に図2(c)に示すように両透孔6、12にドリフトピン13を壁パネルW前面側(あるいは裏面側)から打ち込んで、この床パネルFと壁パネルWの連結固定作業が完了する。ここでは、床パネルFの下側に壁パネルWを連結する例で説明したが、連結プレート1を上側に配置させることで床パネルFの上側に壁パネルWを連結することも可能である。また、連結プレート1と六角ボルト7の向き(つまり接続金具セットの向き)を連結プレート1の突出方向を下側と上側を交互に配置すれば床パネルFを挟んで上下に壁パネルWを連結することも可能である。
尚、図3では先に六角ボルト7を床パネルF側に配置させて、その後に連結プレート1、壁パネルWの順に施工するような施工例を挙げたが、次のような施工でもよい。
1)先に壁パネルW上端のスリット10内に連結プレート1を埋設する(その段階ではドリフトピン13を打ち込んでも打ち込まなくともどちらでもよい)。
2)その壁パネルW上端面に床パネルFを設置する(床パネルFの下側に壁パネルW上端面を配置すると考えてもよい)。
3)次いで六角ボルト7を床パネルFの上から床パネルFの穿孔9を挿通させて壁パネルW内の連結プレート1通路管3内部の雌ネジ部5aと螺合させる。
In connecting and fixing the floor panel F and the wall panel W, as shown in FIG. 2A, the operator first inserts the hexagon bolt 7 into the perforation 9 from the top side through the washer 11 from above the floor panel F. The main body 7b of the dropping hexagon bolt 7 is inserted vertically. In the state where the hexagon bolt 7 is suspended from the head 7a, the lower half side of the main body 7b including the male screw portion 7c protrudes below the floor panel F. In this state, the connecting plate 1 is made to approach the hexagon bolt 7 from the lower side of the floor panel F, and the hexagon bolt 7 is caused to enter the passage pipe 3 from the opening 3 a on the base end side of the passage pipe 3. As a result of the entry, the male screw portion 7c near the tip of the hexagon bolt 7 reaches the female screw portion 5a at the tip of the passage tube 3 (at the back). The two female screws 5a are relatively rotated so that the female screw 5a is screwed together. Then, the connecting plate 1 is firmly fixed to the back surface of the floor panel F by the screw tightening action. At this time, the positional relationship is such that the surface direction of the main body 2 of the connecting plate 1 is parallel to the front and back surfaces of the wall panel W as shown in FIG. In the present embodiment, as shown in FIG. 4, the connecting plate 1 is fixed to the back surface of the floor panel F so as to be a pair of left and right.
Next, the wall panel W is approached from below with respect to the floor panel F to which the connection plate 1 is fixed to the back surface in this way, and the connection plate 1 is caused to enter the slit 10 at the upper end of the wall panel W. The connecting plate 1 that has entered the left and right slits 10 in a state where the upper end of the wall panel W is in contact with the back surface of the floor panel F can be accurately stored without a gap. And since the metal fitting side through-hole 6 and the wood part side through-hole 12 are collated in this approach state, the drift pin 13 is finally attached to both through-holes 6 and 12 as shown in FIG. Driving from the side (or the back side), the connecting and fixing work of the floor panel F and the wall panel W is completed. Here, the example in which the wall panel W is connected to the lower side of the floor panel F has been described, but the wall panel W can also be connected to the upper side of the floor panel F by arranging the connecting plate 1 on the upper side. Further, if the connecting plate 1 and the hexagon bolt 7 are oriented (that is, the direction of the connection fitting set) by alternately arranging the protruding direction of the connecting plate 1 on the lower side and the upper side, the wall panel W is connected vertically with the floor panel F interposed therebetween. It is also possible to do.
In addition, although the construction example which arranged the hexagon bolt 7 on the floor panel F side first and constructed | assembled in order of the connection plate 1 and the wall panel W after that was given in FIG. 3, the following construction may be sufficient.
1) First, the connecting plate 1 is embedded in the slit 10 at the upper end of the wall panel W (at this stage, the drift pin 13 may or may not be driven).
2) The floor panel F is installed on the upper end surface of the wall panel W (it may be considered that the upper end surface of the wall panel W is disposed below the floor panel F).
3) Next, the hexagon bolt 7 is inserted through the perforation 9 of the floor panel F from above the floor panel F and screwed into the female screw portion 5a inside the connection plate 1 passage tube 3 in the wall panel W.

(実施の形態2)
次に実施の形態1の連結プレート1のバリエーションとして実施の形態2の連結プレート21について説明する。
図4(a)〜(c)は接合金具セットを構成する連結金具としての鉄系合金製の連結プレート21である。連結プレート21は連結プレート1の本体2と同じ厚み、幅及び長さの本体22を備えている。本体22の幅方向中央には長手方向に延出される棒状金具案内通路内としての通路管23が配設されている。円筒形状の通路管23は本体22の幅方向中央に一方の短辺側から内方に向かって形成されたスリット24内に嵌合されて溶接によって固着されている。尚、図示においては溶接の跡(いわゆるビード)は省略されている。スリット24は本実施の形態では本体2の全長の半分程度の長さに形成され、通路管23はスリット24内において表裏方向への突出量が均等になるように固定されている。本体22の中央位置にはスリット24とつながった表裏に連通する窓孔25が形成されている。通路管3の基端側の開口部23aはちょうど本体22の短辺と一致する位置に配置され、先端部寄りはスリット24から窓孔25内に若干突出して配置されている。図4(c)に示すように、通路管23は実施の形態1の通路管3とは異なり内部に雌ネジ部5aは形成されず一様な厚さの円筒から構成されている。
本体22の先端寄りの窓孔25を挟んだ左右2つの領域にはドリフトピン用の複数の金具側透孔26が形成されている。本実施の形態では金具側透孔26は左右それぞれ3つずつ形成され、本体2の長手方向に沿って均等な間隔で直列に配置されている。
(Embodiment 2)
Next, the connection plate 21 of Embodiment 2 is demonstrated as a variation of the connection plate 1 of Embodiment 1. FIG.
FIGS. 4A to 4C show a connection plate 21 made of an iron-based alloy as a connection fitting constituting the joining fitting set. The connecting plate 21 includes a main body 22 having the same thickness, width and length as the main body 2 of the connecting plate 1. At the center in the width direction of the main body 22, a passage pipe 23 is disposed as a rod-shaped bracket guide passage extending in the longitudinal direction. The cylindrical passage tube 23 is fitted into a slit 24 formed inward from one short side to the center in the width direction of the main body 22 and fixed by welding. In the drawing, the trace of welding (so-called bead) is omitted. In the present embodiment, the slit 24 is formed to have a length that is about half of the entire length of the main body 2, and the passage tube 23 is fixed in the slit 24 so that the amount of protrusion in the front and back direction is uniform. A window hole 25 communicating with the front and back connected to the slit 24 is formed at the center position of the main body 22. The opening 23a on the proximal end side of the passage tube 3 is disposed at a position that exactly coincides with the short side of the main body 22, and the distal end portion is disposed so as to slightly protrude from the slit 24 into the window hole 25. As shown in FIG. 4 (c), unlike the passage pipe 3 of the first embodiment, the passage pipe 23 is formed of a cylinder having a uniform thickness without forming the female screw portion 5a therein.
A plurality of metal fitting side through holes 26 for drift pins are formed in two left and right regions sandwiching the window hole 25 near the tip of the main body 22. In the present embodiment, three metal-side through holes 26 are formed on each of the left and right sides, and are arranged in series at equal intervals along the longitudinal direction of the main body 2.

このような連結プレート21を使用した接合構造について図5〜図7に基づいて説明する。実施の形態1と同様にある1枚の壁パネルWを床パネルFの下方位置に連結固定する場合を図示して説明する。
図5(a)〜(c)及び図6に示すように、連結プレート21は棒状金具としての六角ボルト27と雌ネジ部材としてのナット28と組み合わされて接合金具セットとして使用される。六角ボルト27は六角柱形状のヘッド27aと長尺の円柱体形状の本体27bから構成されている。本体27bのヘッド27a寄りの本体27bの全長の2/5程度の外周にラグスクリュー部27cが形成されている。本体27bの先端寄りの本体27bの全長の1/5程度の外周のみに雄ネジ部27dが形成されている。本体27bの外径は通路管23の内径よりも若干小さく構成されている。ラグスクリュー部27cは床パネルFの穿孔9よりも若干大径に構成されている。ナット28は六角ボルト27の雄ネジ部27dと螺合可能である。
A joining structure using such a connecting plate 21 will be described with reference to FIGS. As in the first embodiment, a case where one wall panel W is connected and fixed to a lower position of the floor panel F will be described with reference to the drawings.
As shown in FIGS. 5 (a) to 5 (c) and FIG. 6, the connecting plate 21 is combined with a hexagonal bolt 27 as a rod-shaped metal fitting and a nut 28 as a female screw member and used as a joining metal fitting set. The hexagon bolt 27 is composed of a hexagonal columnar head 27a and a long cylindrical body 27b. A lag screw portion 27c is formed on the outer periphery of about 2/5 of the entire length of the main body 27b near the head 27a of the main body 27b. The male screw portion 27d is formed only on the outer periphery of about 1/5 of the entire length of the main body 27b near the tip of the main body 27b. The outer diameter of the main body 27 b is configured to be slightly smaller than the inner diameter of the passage pipe 23. The lag screw portion 27 c is configured to have a slightly larger diameter than the perforations 9 of the floor panel F. The nut 28 can be screwed with the male screw portion 27 d of the hexagon bolt 27.

床パネルFと壁パネルWの連結固定においては、作業者はまず、図5(a)に示すように、ワッシャ29を介して六角ボルト27を先端側から床パネルFの上方から穿孔9内に落とし込む。するとラグスクリュー部27cは穿孔9の径よりも大きいため、六角ボルト27はラグスクリュー部27cでつかえて一旦停止することとなる。ここで作業者は図示しない工具を使用してラグスクリュー部27cを穿孔9の内壁面に食い込ませながら下降させ雄ネジ部27dを含む本体27bの下半分側を床パネルFの下方に突出させるようにする。次いで、その状態で図5(b)のように連結プレート21を床パネルFの下方側から六角ボルト27に接近させ、通路管23の基端側の開口部23aから進入させるようにする(図5(b)の状態)。進入の結果、六角ボルト27の先端寄りの雄ネジ部27dが通路管3の先端から窓孔25内に露出するため、その雄ネジ部27dに対してワッシャ30を介してナット28を螺着させナット28を通路管3方向にスラスト移動するように締め付けることで、ネジの締め付け作用によって連結プレート21は床パネルFの裏面にしっかりと固定される。
次いで、このように連結プレート21が裏面に固着された床パネルFに対して図5(c)のように下方から壁パネルWを接近させ、壁パネルWの上端のスリット10内に連結プレート1を進入させるようにする。壁パネルWの上端が床パネルFの裏面に当接した状態で左右のスリット10内にそれぞれ進入した連結プレート1は隙間なく正確に収まる。そして、この進入状態で金具側透孔26と木部側透孔12が照合されるため、実施の形態1と同様に最後に両透孔26、12にドリフトピン13を壁パネルW前面側から打ち込んで、床パネルFと壁パネルWの連結固定作業が完了する。実施の形態1と同様に、連結プレート1を上側に配置させることで床パネルFの上側に壁パネルWを連結することも可能である。また、床パネルFを挟んで上下に壁パネルWを連結することも可能である。
In connecting and fixing the floor panel F and the wall panel W, as shown in FIG. 5A, the operator first inserts the hexagon bolt 27 into the perforation 9 from the top side of the floor panel F through the washer 29 through the washer 29. Drop it. Then, since the lag screw portion 27c is larger than the diameter of the perforation 9, the hexagon bolt 27 is held by the lag screw portion 27c and is temporarily stopped. Here, the operator uses a tool (not shown) to lower the lag screw portion 27c while biting into the inner wall surface of the perforation 9 so that the lower half side of the main body 27b including the male screw portion 27d protrudes below the floor panel F. To. Next, in this state, as shown in FIG. 5B, the connecting plate 21 is made to approach the hexagon bolt 27 from the lower side of the floor panel F and enter from the opening 23a on the proximal end side of the passage pipe 23 (FIG. 5B). 5 (b) state). As a result of the entry, the male screw portion 27d near the tip of the hexagon bolt 27 is exposed from the tip of the passage tube 3 into the window hole 25, and the nut 28 is screwed to the male screw portion 27d via the washer 30. By tightening the nut 28 so as to thrust move in the direction of the passage pipe 3, the connecting plate 21 is firmly fixed to the back surface of the floor panel F by the tightening action of the screw.
Next, the wall panel W is approached from below as shown in FIG. 5C with respect to the floor panel F to which the connection plate 21 is fixed to the back surface in this way, and the connection plate 1 is inserted into the slit 10 at the upper end of the wall panel W. To enter. The connecting plate 1 that has entered the left and right slits 10 in a state where the upper end of the wall panel W is in contact with the back surface of the floor panel F can be accurately stored without a gap. And since the metal fitting side through-hole 26 and the wood part side through-hole 12 are collated in this approach state, the drift pin 13 is finally attached to both the through-holes 26 and 12 from the front side of the wall panel W similarly to Embodiment 1. Driving and fixing the connection between the floor panel F and the wall panel W is completed. Similarly to the first embodiment, the wall panel W can be connected to the upper side of the floor panel F by arranging the connecting plate 1 on the upper side. Moreover, it is also possible to connect the wall panel W up and down across the floor panel F.

(実施の形態3)
次に実施の形態3の柱脚用金具31について説明する。
図8(a)(b)は接合金具セットを構成する連結金具としての鉄系合金製の柱脚用金具31である。柱脚用金具31はベース部としての上板32と、上板32に対して平行に配置された上板32の下方に配置される下板33と、上板32と下板33との間に均等な間隔を空けて配設された5枚の同形状の脚板34とから構成されたボックス部35を備えている。上板32と下板33に対して各脚板34は上下位置で溶接によって接合されている。一例として本実施の形態ではボックス部35は前後幅90mm、左右幅600mm、高さ105mmに構成されている。尚、図示においては溶接の跡(いわゆるビード)は省略されている。均等な間隔で配置された5枚の脚板34と、上板32及び下板33とによって包囲される4つの空間において最も左右寄りの空間内に配置される上板32及び下板33にはそれぞれ上下に連通する第1の連通孔36と第2の連通孔37が形成されている。第1の連通孔36と第2の連通孔37の位置は上下方向において(つまり平面視において)一致している。
(Embodiment 3)
Next, the column base metal 31 of Embodiment 3 will be described.
FIGS. 8A and 8B show an iron-based column base metal 31 as a connection metal that constitutes the joint metal set. The column base bracket 31 includes an upper plate 32 as a base portion, a lower plate 33 disposed below the upper plate 32 disposed in parallel to the upper plate 32, and between the upper plate 32 and the lower plate 33. Are provided with a box portion 35 composed of five identically-shaped leg plates 34 arranged at equal intervals. The leg plates 34 are joined to the upper plate 32 and the lower plate 33 by welding at the upper and lower positions. As an example, in the present embodiment, the box portion 35 is configured to have a front-rear width of 90 mm, a left-right width of 600 mm, and a height of 105 mm. In the drawing, the trace of welding (so-called bead) is omitted. In the four spaces surrounded by the five leg plates 34 arranged at equal intervals, the upper plate 32 and the lower plate 33, the upper plate 32 and the lower plate 33 arranged in the space closest to the left and right respectively A first communication hole 36 and a second communication hole 37 that are communicated vertically are formed. The positions of the first communication hole 36 and the second communication hole 37 coincide with each other in the vertical direction (that is, in plan view).

上板32上には左右一対の長方形形状の本体38が溶接によって立設固定されている。一例として本実施の形態では本体38は幅150mm、長さ(高さ)300mmに構成されている。一対の本体38は上板32の幅方向中央位置に上板32の長手方向が幅方向となるように配置されている。各本体38の幅方向中央に長手方向に延出される棒状金具案内通路内としての通路管39が配設されている。円筒形状の通路管39は本体38の幅方向中央に上板32側の短辺から内方に向かって形成されたスリット40内に嵌合されて溶接によって固着されている。尚、図示においては溶接の跡(いわゆるビード)は省略されている。
スリット40は本実施の形態では本体2の全長の3/4程度の長さに形成され、通路管39はスリット40内において表裏方向への突出量が均等になるように、つまり通路管39の直径位置がちょうど本体38の厚み方向中央に配置されるように固定されている。このように通路管39を固定することによって本体38の面方向に対して通路管39の長手方向が平行に延出されることとなる。
図8(b)に示すように、通路管39は上板32に形成された第1の連通孔36に照合されて配置されている。通路管39は先端寄り(上方側)が小径に構成された小径部42とされており、小径部42の内壁面には雌ネジ部42aが形成されている。通路管39は実施の形態1と同様に(つまり図13(a)〜(c)に示すような工程で)小径部42及び雌ネジ部42aが形成されている。
本体38の先端寄りの小径部42を挟んだ左右2つの領域にはドリフトピン用の複数の金具側透孔43が形成されている。本実施の形態では金具側透孔43は左右それぞれ3つずつ形成され、本体38の長手方向(上下方向)に沿って均等な間隔で直列に配置されている。
On the upper plate 32, a pair of left and right rectangular bodies 38 are fixed upright by welding. As an example, in the present embodiment, the main body 38 is configured to have a width of 150 mm and a length (height) of 300 mm. The pair of main bodies 38 are arranged at the center position in the width direction of the upper plate 32 so that the longitudinal direction of the upper plate 32 is the width direction. A passage pipe 39 serving as a rod-shaped bracket guide passage extending in the longitudinal direction is disposed at the center in the width direction of each main body 38. A cylindrical passage tube 39 is fitted in a slit 40 formed inward from the short side on the upper plate 32 side in the center in the width direction of the main body 38 and fixed by welding. In the drawing, the trace of welding (so-called bead) is omitted.
In this embodiment, the slit 40 is formed to have a length that is about 3/4 of the entire length of the main body 2, and the passage tube 39 has a uniform amount of protrusion in the front and back directions in the slit 40, that is, the passage tube 39. The diameter position is fixed so as to be arranged at the center in the thickness direction of the main body 38. By fixing the passage tube 39 in this way, the longitudinal direction of the passage tube 39 extends in parallel to the surface direction of the main body 38.
As shown in FIG. 8B, the passage pipe 39 is arranged so as to collate with the first communication hole 36 formed in the upper plate 32. The passage tube 39 is a small diameter portion 42 having a small diameter near the tip (upper side), and an internal thread portion 42 a is formed on the inner wall surface of the small diameter portion 42. The passage tube 39 is formed with a small diameter portion 42 and a female screw portion 42a as in the first embodiment (that is, in the steps shown in FIGS. 13A to 13C).
A plurality of metal fitting side through holes 43 for drift pins are formed in two left and right regions sandwiching the small diameter portion 42 near the tip of the main body 38. In the present embodiment, three metal-side through holes 43 are formed on each of the left and right sides, and are arranged in series at equal intervals along the longitudinal direction (vertical direction) of the main body 38.

このような柱脚用金具31を使用した接合構造について図8〜図10に基づいて説明する。
本実施の形態では木造建築物の壁パネルWを柱脚用金具31を使用して基礎Bに連結固定する場合を一例として説明する。本実施の形態では一例としての壁パネルWは5層構造のCLTパネルを適時カットして使用する。壁パネルWは基礎Bの面方向に対して長さ及び幅方向が垂直方向となるように構築される。壁パネルWは実施の形態1及び2で使用したものと同形状で、スリット10の配置が実施の形態1及び2とは上下反転した位置で使用される。
実施の形態3では柱脚用金具31は実施の形態1と同じ六角ボルト7と組み合わされて接合金具セットとして使用される。
まず、六角ボルト7をその先端側から柱脚用金具31の通路管39内に嵌挿させる。そのために図9(a)に示すように、作業者は柱脚用金具31をワッシャ11をボックス部35の上板32の下側に配置し、その状態で下板33の下方位置から六角ボルト7の先端を上方に向けて第2の連通孔37を挿通させるようにする。つまり、上板32と下板33の間が六角ボルト7長よりも短いために上板32と下板33の間から六角ボルト7を通路管39内に嵌挿させられないからである。第2の連通孔37を通過させた六角ボルト7はそのまま第1の連通孔36から通路管39内部に本体7bを進入させるようにする。進入の結果、六角ボルト7の先端寄りの雄ネジ部7cが通路管39の上端の(奥寄りの)雌ネジ部42aに達するため、達した段階で六角ボルト7の雄ネジ部7cと連結プレート1の雌ネジ部42aが螺合するように両者を相対的に回動させ、六角ボルト7を上方に移動させてそのヘッド7aがワッシャ11とともに上板32の下面にしっかりと当接するように締め付ける。
A joining structure using such a column base bracket 31 will be described with reference to FIGS.
In the present embodiment, a case where the wall panel W of a wooden building is connected and fixed to the foundation B using the column base bracket 31 will be described as an example. In the present embodiment, as an example of the wall panel W, a CLT panel having a five-layer structure is cut and used as appropriate. The wall panel W is constructed such that the length and the width direction are perpendicular to the surface direction of the foundation B. The wall panel W has the same shape as that used in the first and second embodiments, and the slit 10 is used at a position that is vertically inverted from the first and second embodiments.
In the third embodiment, the column base bracket 31 is used in combination with the same hexagon bolt 7 as in the first embodiment as a joining bracket set.
First, the hexagon bolt 7 is inserted into the passage tube 39 of the column base metal 31 from the tip side. For this purpose, as shown in FIG. 9A, the operator places the column base bracket 31 with the washer 11 on the lower side of the upper plate 32 of the box portion 35, and in that state, the hexagon bolt from the lower position of the lower plate 33. The second communication hole 37 is inserted with the tip of 7 facing upward. That is, since the distance between the upper plate 32 and the lower plate 33 is shorter than the length of the hexagon bolt 7, the hexagon bolt 7 cannot be inserted into the passage tube 39 from between the upper plate 32 and the lower plate 33. The hexagon bolt 7 that has passed through the second communication hole 37 is allowed to enter the main body 7b into the passage pipe 39 from the first communication hole 36 as it is. As a result of the entry, the male screw portion 7c near the tip of the hexagon bolt 7 reaches the female screw portion 42a at the upper end (near back) of the passage tube 39. The two female screws 42a are relatively rotated so that the female screw portion 42a is screwed together, and the hexagon bolt 7 is moved upward to tighten the head 7a together with the washer 11 so that it firmly contacts the lower surface of the upper plate 32. .

次いで、図9(b)に示すように、六角ボルト7が配設された柱脚用金具31を基礎B上に固定させる。柱脚用金具31を設置する位置には左右の第2の連通孔37に対応する2本のアンカーボルトAが立設されていため、作業者はこのアンカーボルトAが第2の連通孔37内に挿通されるように導く。そして、ワッシャ44を介してナット45をアンカーボルトAに螺着させ、ナット45を基礎B方向にスラスト移動させることで締め付けて柱脚用金具31を基礎B上に固定するようにする。
次いで、図9(c)に示すように、柱脚用金具31の上板32上(ボックス部35上)にスリット10内に本体38が収まるように壁パネルWを設置する。本体38がスリット10内に収まった状態で金具側透孔43と木部側透孔12が照合されるため、実施の形態1と同様に最後に両透孔43、12にドリフトピン13を壁パネルW前面側から打ち込んで、床パネルFと壁パネルWの連結固定作業が完了する。
Next, as shown in FIG. 9B, the column base bracket 31 on which the hexagon bolts 7 are arranged is fixed on the foundation B. Since the two anchor bolts A corresponding to the left and right second communication holes 37 are erected at the position where the column base bracket 31 is installed, the operator can install the anchor bolts A in the second communication holes 37. Lead to be inserted into. Then, the nut 45 is screwed onto the anchor bolt A via the washer 44, and the nut 45 is thrust-moved in the direction of the foundation B to be tightened to fix the column base bracket 31 on the foundation B.
Next, as shown in FIG. 9C, the wall panel W is installed on the upper plate 32 (on the box portion 35) of the column base metal 31 so that the main body 38 is accommodated in the slit 10. Since the metal fitting side through hole 43 and the wood part side through hole 12 are collated in a state where the main body 38 is accommodated in the slit 10, the drift pin 13 is finally attached to both the through holes 43 and 12 similarly to the first embodiment. Driving in from the front side of the panel W, the connecting and fixing work of the floor panel F and the wall panel W is completed.

以上のような実施の形態によって次のような効果が奏される。
(1)実施の形態1〜3においては、連結プレート1(21)あるいは本体38が別部材であるドリフトピン13に挿通されて壁パネルWに対して固定され、連結プレート1(21)あるいは本体38と壁パネルWとの一体化が図られるとともに、床パネルFと壁パネルWとの間に強い引っ張り力が作用した際には六角ボルト7(27)が弾性的に伸びることができるため、引っ張り強度に優れた構造を実現できる。
(2)連結プレート1(21)あるいは本体38は六角ボルト7(27)が嵌挿されて六角ボルト7(27)との間で力を伝達する部分である通路管3、23、39はその周囲が連結プレート1(21)あるいは本体38によって溶接によってしっかりと固定されており、通路管3、23、39は外力(引っ張り、圧縮、曲げ)に対する強度が非常に高くなっている。
(3)六角ボルト27はラグスクリュー部27cによって床パネルFにしっかりと食い込んでいるため、ラグスクリュー部のない六角ボルト7を床パネルFに使用する場合よりも引っ張り強度に優れることとなる。
The following effects are produced by the embodiment as described above.
(1) In the first to third embodiments, the connecting plate 1 (21) or the main body 38 is inserted into the drift pin 13 which is a separate member and fixed to the wall panel W. The connecting plate 1 (21) or the main body 38 and the wall panel W can be integrated, and when a strong tensile force acts between the floor panel F and the wall panel W, the hexagon bolt 7 (27) can elastically extend. A structure with excellent tensile strength can be realized.
(2) The connecting plate 1 (21) or the main body 38 has passage pipes 3, 23, 39, which are portions where hexagon bolts 7 (27) are fitted and force is transmitted to the hexagon bolts 7 (27). The periphery is firmly fixed by welding by the connecting plate 1 (21) or the main body 38, and the passage pipes 3, 23, 39 have very high strength against external force (tensile, compression, bending).
(3) Since the hexagon bolt 27 is firmly biting into the floor panel F by the lag screw portion 27c, the tensile strength is superior to the case where the hexagon bolt 7 without the lag screw portion is used for the floor panel F.

上記実施の形態は本発明の原理およびその概念を例示するための具体的な実施の形態として記載したにすぎない。つまり、本発明は上記の実施の形態に限定されるものではない。本発明は、例えば次のように変更した態様で具体化することも可能である。
・上記実施の形態では木造建築物の構造躯体の一部の接合だけを説明したが、例えば多層階の木造建築物全体をこのような接合構造で構築することが可能である。構造材も上記のような床パネルFや壁パネルW以外に適用してもよく、また、構造材はCLT以外の木材であってもよい。また、上記では床パネルFと壁パネルW、壁パネルWと柱脚用金具31との間を連結することについて一例として説明したが、例えば壁パネルWと壁パネルWとを横方向で連結することに適用するようにしてもよい。
・上記実施の形態1や2では先に床パネルF側に六角ボルト7(27)で連結プレート1(21)を固着させてから壁パネルWを連結させるようにしていた。しかし、そのような順番は一例であって、例えば実施の形態1では先に連結プレート1を壁パネルWのスリット10内に挿入させておいても後から六角ボルト7と螺合させるようにしてもよい。
・上記実施の形態では実施の形態2でラグスクリュー部27cを有する六角ボルト27を使用したが、この六角ボルト27を実施の形態1のような連結プレート1と組み合わせるようにしてもよい。逆に実施の形態2に実施の形態1の六角ボルト7と組み合わせるようにしてもよい。要は棒状金具は適宜変更して連結金具と組み合わせることが可能である。
・上記実施の形態3では、柱脚用金具31は基礎B上に固定する前に先に通路管39内において六角ボルト7を螺着させるようにしていた。しかし、柱脚用金具31を基礎B上に固定した後であっても通路管39に六角ボルト7を螺着させることができるのであれば基礎B上に固定した後に通路管39に六角ボルト7を螺着させるようにしてもよい。例えば、上板32と下板33の間が六角ボルト7がつかえない程度に十分間隔が開いているとか、間隔が開いている上に連通孔36と第2の連通孔37の位置が一致せずにずれているような場合、あるいは六角ボルト7がそれほど長くない場合等であればそのような構築は可能だからである。
The above embodiments are merely described as specific embodiments for illustrating the principle of the present invention and the concept thereof. That is, the present invention is not limited to the above embodiment. The present invention can also be embodied in the following modified form, for example.
In the above embodiment, only the partial joining of the structural frame of the wooden building has been described. However, for example, it is possible to construct an entire multi-story wooden building with such a joining structure. The structural material may also be applied to other than the floor panel F and the wall panel W as described above, and the structural material may be wood other than CLT. Moreover, although it demonstrated as an example about connecting between the floor panel F and the wall panel W and between the wall panel W and the column base metal fitting 31 in the above, for example, the wall panel W and the wall panel W are connected in a horizontal direction. You may make it apply to.
In Embodiments 1 and 2, the wall panel W is connected after the connection plate 1 (21) is fixed to the floor panel F side with the hexagon bolt 7 (27). However, such an order is an example. For example, in the first embodiment, even if the connecting plate 1 is inserted into the slit 10 of the wall panel W first, it is screwed with the hexagon bolt 7 later. Also good.
In the above embodiment, the hexagon bolt 27 having the lag screw portion 27c is used in the second embodiment. However, the hexagon bolt 27 may be combined with the connecting plate 1 as in the first embodiment. Conversely, the hexagon bolt 7 of the first embodiment may be combined with the second embodiment. In short, the rod-shaped metal fitting can be appropriately changed and combined with the coupling metal fitting.
In the third embodiment, before the column base metal 31 is fixed on the foundation B, the hexagon bolt 7 is screwed in the passage pipe 39 first. However, even after the column base bracket 31 is fixed on the foundation B, if the hexagon bolt 7 can be screwed to the passage pipe 39, the hexagon bolt 7 is fixed to the passage pipe 39 after fixing on the foundation B. May be screwed. For example, there is a sufficient gap between the upper plate 32 and the lower plate 33 such that the hexagon bolt 7 cannot be used, or the positions of the communication hole 36 and the second communication hole 37 coincide with each other. This is because such a construction is possible if it is not aligned, or if the hexagon bolt 7 is not so long.

・上記実施の形態1及び2では床パネルFを間に介して上下に壁パネルWを連結する場合について、六角ボルト7(27)と連結プレート1(21)の組み合わせを接合金具セットとして、隣接するセットごとに六角ボルト7(27)と連結プレート1(21)の上下の位置を反転させるようにしていくことで可能とした。しかし、接合金具セットの上下の方向を隣接する接合金具セットごとに上下反転させなくとも図11及び図12のように1本の棒状金具を使用して床パネルFを間に介して上下に壁パネルWを連結することも可能である。
まず、図11のように床パネルFに対して両側端部側に雄ネジ46が形成された棒状金具としてのボルト部材47を用意する。ボルト部材47は両端に雄ネジ部48が形成されている。ボルト部材47の中央から少し上(床パネルFの厚みに対応した長さ分)寄った位置に六角形に面取りされた把持部49が形成されている。把持部49の最大径(六角の対向する頂点を結んだ線分)は床パネルFに形成された穿孔9よりも大きく構成されている。
このようなボルト部材47と上記実施の形態1と2で使用した連結プレート1、21を接続金具セッットとして使用することで床パネルFを間に介して上下に壁パネルWを連結する接合構造について説明する。
図11に示すように、上方から左右一対のボルト部材47を床パネルFの穿孔9に落とし込む。落とし込んだボルト部材47は把持部49で床パネルFから抜け落ちずに仮保持される。そして、実施の形態1と同様にそれぞれのボルト部材47を連結プレート1の通路管3に進入させボルト部材47の下端に形成された雄ネジ部48と通路管3内部の雌ネジ部5aとを螺合させる。そして、下側の壁パネルWをドリフトピン13を使用して吊り下げる(この壁パネルWの連結作業は接続金具セットを取り付けてからでもよい)。
次いで図12に示すように、床パネルFの上方に向かって起立しているボルト部材47に対して実施の形態2の連結プレート21を取り付け、ワッシャ30を介してナット28で締め付けるようにし、そして、上側の壁パネルWを床パネルF上に設置し、ドリフトピン13を使用して固定する。
このようにすれば、1本のボルト部材47の上下にそれぞれ連結プレート1、21を介して壁パネルWを連結することが可能となる。上方の連結プレート21(上下逆でもよい)はナット28で締め付けるようにしているため、先に固定した下側の連結プレート1の通路管3内部の雌ネジ部5aとボルト部材47の下端の雄ネジ部48との螺着関係が緩んでしまうこともない。
尚、図11では先にボルト部材47を床パネルF側に配置させて、その後に連結プレート1、壁パネルWの順に施工するような施工例を挙げたが、次のような施工でもよい。
1)先に壁パネルW上端のスリット10内に連結プレート1を埋設する(その段階ではドリフトピン13を打ち込んでも打ち込まなくともどちらでもよい)。
2)その壁パネルW上端面に床パネルFを設置する(床パネルFの下側に壁パネルW上端面を配置すると考えてもよい)。
3)次いでボルト部材47を床パネルFの上から床パネルFの穿孔9を挿通させて壁パネルW内の連結プレート1通路管3内部の雌ネジ部5aと螺合させる。
In the first and second embodiments described above, when the wall panel W is connected up and down with the floor panel F interposed therebetween, the combination of the hexagon bolt 7 (27) and the connection plate 1 (21) is used as a joint fitting set. This is made possible by reversing the vertical positions of the hexagon bolt 7 (27) and the connecting plate 1 (21) for each set. However, even if the vertical direction of the joining bracket set is not inverted upside down for each adjacent joining bracket set, a single bar-shaped bracket is used as shown in FIGS. It is also possible to connect the panels W.
First, as shown in FIG. 11, a bolt member 47 is prepared as a rod-shaped metal fitting in which male screws 46 are formed on both side ends of the floor panel F. The bolt member 47 has male screw portions 48 formed at both ends. A grip portion 49 chamfered in a hexagonal shape is formed at a position slightly above the center of the bolt member 47 (a length corresponding to the thickness of the floor panel F). The maximum diameter of the grip portion 49 (the line segment connecting the opposite vertices of the hexagon) is configured to be larger than the perforations 9 formed in the floor panel F.
About the joining structure which connects the wall panel W up and down through the floor panel F by using such a bolt member 47 and the connecting plates 1 and 21 used in the first and second embodiments as a connection fitting set. explain.
As shown in FIG. 11, a pair of left and right bolt members 47 are dropped into the perforations 9 of the floor panel F from above. The dropped bolt member 47 is temporarily held by the grip portion 49 without falling off the floor panel F. Then, similarly to the first embodiment, the respective bolt members 47 are advanced into the passage pipe 3 of the connecting plate 1 and the male screw portion 48 formed at the lower end of the bolt member 47 and the female screw portion 5a inside the passage pipe 3 are connected. Screw together. Then, the lower wall panel W is suspended using the drift pins 13 (the connection work of the wall panel W may be performed after the connection fitting set is attached).
Next, as shown in FIG. 12, the connecting plate 21 of the second embodiment is attached to the bolt member 47 that stands up above the floor panel F, and is tightened with the nut 28 via the washer 30. The upper wall panel W is installed on the floor panel F and fixed using the drift pin 13.
If it does in this way, it will become possible to connect the wall panel W to the upper and lower sides of the one bolt member 47 via the connection plates 1 and 21, respectively. Since the upper connecting plate 21 (which may be upside down) is tightened with a nut 28, the female screw portion 5 a inside the passage tube 3 of the lower connecting plate 1 fixed earlier and the male lower end of the bolt member 47. The screwing relationship with the screw portion 48 is not loosened.
In addition, in FIG. 11, although the bolt member 47 was previously arrange | positioned at the floor panel F side and the construction example which constructs in order of the connection plate 1 and the wall panel W after that was given, the following construction may be sufficient.
1) First, the connecting plate 1 is embedded in the slit 10 at the upper end of the wall panel W (at this stage, the drift pin 13 may or may not be driven).
2) The floor panel F is installed on the upper end surface of the wall panel W (it may be considered that the upper end surface of the wall panel W is disposed below the floor panel F).
3) Next, the bolt member 47 is inserted through the perforation 9 of the floor panel F from above the floor panel F and screwed into the female screw portion 5a inside the connection plate 1 passage tube 3 in the wall panel W.

・連結プレート1(21)や柱脚用金具31の形状は上記実施の形態は一例であり、他の形態で実施することも可能である。例えば、連結プレート1の通路管3の長さを変更したり、通路管3の開口部3a位置をずらしたり、通路管3の位置を幅方向中央に配置されているものをずらしたりすることも自由であり、本体2の形状を長方形以外の形状で構成したりしてもよい。また、連結プレート1を本体2に複数本平行に配置するようにしてもよい。また、例えば、柱脚用金具31に立設された本体38の数を変更したりボックス部35の形状を変更することも可能である。
・棒状金具案内通路としての例えば連結プレート1の通路管3は必ずしも長い切れ目のない筒状としなくともよい。要は嵌挿した六角ボルト7(27)のような棒状金具が先端寄りで連結プレート1側に固定できるように案内されればよい。例えば、通路管3の途中に切れ目があるような構成でもよいし、例えば、図14に示すように、連結プレート51の本体52にスリット53を形成し、そのスリット53の基部に棒状金具案内部54(ここでは半円状の金属金具であるがリング状に形成してもよい)を溶接で固着し、スリット53の奥部に実施の形態1の小径部5と雌ネジ部5aに相当する雌ネジ部材55を固着するようにしてもよい。つまり、棒状金具案内部54と雌ネジ部材55の間にはなにも案内するような部材のない構成でもよい。
また、図15のように、雌ネジ部材55だけはスリット56を形成して本体52に固着し、雌ネジ部材55に棒状金具を案内するための棒状金具案内通路として雌ネジ部材55方向への案内用の一対の壁面57を本体52に溶接で固着するようにしてもよい。壁面57は長方形形状の板体を六角ボルト7(27)のような棒状金具が通過できる幅をもって平行に配置している。
The shape of the connecting plate 1 (21) and the column base metal 31 is only an example in the above embodiment, and may be implemented in other forms. For example, the length of the passage pipe 3 of the connecting plate 1 may be changed, the position of the opening 3a of the passage pipe 3 may be shifted, or the position of the passage pipe 3 may be shifted at the center in the width direction. The shape of the main body 2 may be any shape other than a rectangle. Further, a plurality of connecting plates 1 may be arranged in parallel with the main body 2. Further, for example, it is possible to change the number of main bodies 38 erected on the column base metal 31 or change the shape of the box portion 35.
-For example, the passage pipe 3 of the connecting plate 1 as a rod-shaped metal fitting guide passage does not necessarily have to be a long unbroken cylinder. In short, it is only necessary to guide so that a rod-like metal fitting such as the inserted hexagon bolt 7 (27) can be fixed to the connecting plate 1 side near the tip. For example, there may be a configuration in which there is a cut in the middle of the passage tube 3, and for example, as shown in FIG. 14, a slit 53 is formed in the main body 52 of the connecting plate 51, and a bar-shaped metal fitting guide portion is formed at the base of the slit 53. 54 (here, a semicircular metal fitting may be formed in a ring shape) is fixed by welding, and corresponds to the small diameter portion 5 and the female screw portion 5a of the first embodiment at the back of the slit 53. The female screw member 55 may be fixed. That is, there may be a configuration in which there is no member that guides between the bar-shaped metal fitting guide portion 54 and the female screw member 55.
Further, as shown in FIG. 15, only the female screw member 55 forms a slit 56 and is fixed to the main body 52, and serves as a rod-shaped fitting guide passage for guiding the rod-shaped fitting to the female screw member 55 toward the female screw member 55. A pair of guide wall surfaces 57 may be fixed to the main body 52 by welding. The wall surface 57 is arranged in parallel with a width that allows a rod-shaped metal fitting such as the hexagon bolt 7 (27) to pass through a rectangular plate.

本願発明は上述した実施の形態に記載の構成に限定されない。上述した各実施の形態や変形例の構成要素は任意に選択して組み合わせて構成するとよい。また各実施の形態や変形例の任意の構成要素と、発明を解決するための手段に記載の任意の構成要素または発明を解決するための手段に記載の任意の構成要素を具体化した構成要素とは任意に組み合わせて構成するとよい。これらについても本願の補正または分割出願等において権利取得する意思を有する。
また、意匠出願への変更出願により、全体意匠または部分意匠について権利取得する意思を有する。図面は本装置の全体を実線で描画しているが、全体意匠のみならず当該装置の一部の部分に対して請求する部分意匠も包含した図面である。例えば当該装置の一部の部材を部分意匠とすることはもちろんのこと、部材と関係なく当該装置の一部の部分を部分意匠として包含した図面である。当該装置の一部の部分としては、装置の一部の部材としてもよいし、その部材の部分としてもよい。
The present invention is not limited to the configuration described in the above embodiment. The components of the above-described embodiments and modifications may be arbitrarily selected and combined. In addition, any component of each embodiment or modification, and any component described in the means for solving the invention or any component described in the means for solving the invention And may be combined arbitrarily. We also intend to acquire rights in these amendments or divisional applications.
Moreover, it has the intention to acquire the right about a whole design or a partial design by the change application to a design application. The drawing shows the entire apparatus as a solid line, but includes not only the entire design but also a partial design that is claimed for a part of the apparatus. For example, it is a drawing that includes a part of the apparatus as a partial design as well as a part of the apparatus as a partial design. A part of the device may be a part of the device or a part of the member.

1、21…連結金具としての連結プレート、2、22…本体、3、23、39…棒状金具案内通路としての通路管、5a、42a…雌ネジ部、7、27…棒状金具としての六角ボルト、7c、27d…雄ネジ部、25…窓穴、28…雌ネジ部材としてのナット、31…柱脚用金具、32…ベース部としての上板、F…第1の構造躯体としての床パネル、W…第2の構造躯体ととしての壁パネル。   DESCRIPTION OF SYMBOLS 1, 21 ... Connection plate as a connection metal fitting, 2, 22 ... Main body 3, 23, 39 ... Passage pipe as a rod-shaped metal fitting guide passage, 5a, 42a ... Female thread part, 7, 27 ... Hexagon bolt as a rod-shaped metal fitting 7c, 27d ... male screw portion, 25 ... window hole, 28 ... nut as female screw member, 31 ... metal fitting for column base, 32 ... upper plate as base portion, F ... floor panel as first structural housing , W: Wall panel as a second structural housing.

Claims (20)

木造建築物の第1の構造躯体と第2の構造躯体とを連結固定するために使用される接合金具セットであって、
前記第1の構造躯体と前記第2の構造躯体との間にかけて配置される外周に雄ネジ部が形成された金属製の棒状金具と、
板状の本体と、同本体の基端部又は基端部付近から内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内部壁面に形成された前記雄ネジ部と螺合される雌ネジ部と、を有する前記第2の構造躯体内に埋設状に配置される連結金具と、を備え、
前記棒状金具は前記連結金具の前記棒状金具案内通路内に嵌挿され、その嵌挿状態で前記雄ネジ部が前記雌ネジ部に螺着されて使用されることを特徴とする接合金具セット。
A joining bracket set used for connecting and fixing the first structural housing and the second structural housing of a wooden building,
A metal bar-shaped metal fitting having a male screw portion formed on the outer periphery disposed between the first structural housing and the second structural housing;
A plate-shaped main body, a rod-shaped bracket guide passage disposed from the base end of the main body or the vicinity of the base end to the inside, and the male screw portion formed on the inner wall surface of the rod-shaped bracket guide passage A fitting that is embedded in the second structural housing having a female screw portion,
The joint fitting set, wherein the rod-like metal fitting is inserted into the rod-like metal fitting guide passage of the connecting metal fitting, and the male screw portion is screwed onto the female screw portion in the fitted state.
木造建築物の第1の構造躯体と第2の構造躯体とを連結固定するために使用される接合金具セットであって、
前記第1の構造躯体と前記第2の構造躯体との間にかけて配置される外周に雄ネジ部が形成された金属製の棒状金具と、
前記雄ネジ部に螺着される雌ネジ部材と、
板状の本体と、同本体の基端部又は基端部付近から内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内方側の開口端に面して前記本体に形成された窓穴と、を有する前記第2の構造躯体内に埋設状に配置される連結金具と、を備え、
前記棒状金具は前記連結金具の前記棒状金具案内通路内に嵌挿され、その嵌挿状態で前記窓穴から露出される前記雄ネジ部に対して前記雌ネジ部材が螺着されて使用されることを特徴とする接合金具セット。
A joining bracket set used for connecting and fixing the first structural housing and the second structural housing of a wooden building,
A metal bar-shaped metal fitting having a male screw portion formed on the outer periphery disposed between the first structural housing and the second structural housing;
A female screw member screwed to the male screw part;
A plate-shaped main body, a rod-shaped metal fitting guide passage disposed from the base end portion or the vicinity of the base end portion to the inside of the main body, and an opening end on the inner side of the bar-shaped metal guide passage, facing the main body. A connecting metal fitting embedded in the second structural housing having the formed window hole,
The rod-shaped metal fitting is inserted into the rod-shaped metal fitting guide passage of the connecting metal fitting, and the female screw member is screwed to the male screw portion exposed from the window hole in the fitted state. A fitting set characterized by that.
基礎上に設置される木造建築物の構造躯体を前記基礎側に連結固定するために使用される接合金具セットであって、
構造躯体内に埋設状に配置される板状の本体が立設されたベース部と、前記本体の面方向に沿って配設され、前記ベース部の裏面に開口する開口端を有し前記本体の内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内部壁面に形成された前記雄ネジ部と螺合される雌ネジ部と、を有する前記基礎上に固定される柱脚用金具と、
前記柱脚用金具と前記構造躯体にかけて配置される外周に雄ネジ部が形成された金属製の棒状金具と、を備え、
前記棒状金具は前記本体の前記棒状金具案内通路内に嵌挿され、その嵌挿状態で前記雄ネジ部が前記雌ネジ部に螺着されて使用されることを特徴とする接合金具セット。
A joining bracket set used for connecting and fixing a structural frame of a wooden building installed on a foundation to the foundation side,
A base part having a plate-like main body arranged in an embedded manner in a structural housing, and an open end that is disposed along a surface direction of the main body and opens on a back surface of the base part. A pillar fixed on the foundation, comprising: a rod-shaped bracket guide passage disposed inward of the rod-shaped portion; and a female screw portion screwed into the male screw portion formed on the inner wall surface of the rod-shaped bracket guide passage. Leg brackets,
A metal rod-shaped metal fitting having a male screw portion formed on the outer periphery disposed over the column base metal fitting and the structural housing;
The joint fitting set, wherein the rod-like metal fitting is inserted into the rod-like metal fitting guide passage of the main body, and the male screw portion is screwed onto the female screw portion in the fitted state.
基礎上に設置される木造建築物の構造躯体を前記基礎側に連結固定するために使用される接合金具セットであって、
構造躯体内に埋設状に配置される板状の本体が立設されたベース部と、前記本体の面方向に沿って配設され、前記ベース部の裏面に開口する第1の開口端と前記本体の内方側に開口する第2の開口端とを有する棒状金具案内通路と、前記第2の開口端に面して前記本体に形成された窓穴と、を有する前記基礎上に固定される柱脚用金具と、
前記柱脚用金具と前記構造躯体にかけて配置される外周に雄ネジ部が形成された金属製の棒状金具と、
前記雄ネジ部に螺着される雌ネジ部材と、を備え、
前記棒状金具は前記本体の前記棒状金具案内通路内に嵌挿され、その嵌挿状態で前記窓穴から露出される前記雄ネジ部に対して前記雌ネジ部材が螺着されて使用されることを特徴とする接合金具セット。
A joining bracket set used for connecting and fixing a structural frame of a wooden building installed on a foundation to the foundation side,
A base portion in which a plate-like main body arranged in an embedded manner in the structural body is erected, a first opening end that is disposed along the surface direction of the main body and opens on the back surface of the base portion, and Fixed on the foundation having a rod-shaped metal fitting guide passage having a second opening end opened to the inner side of the main body, and a window hole formed in the main body facing the second opening end. Column base brackets,
A metal rod-shaped metal fitting having a male screw portion formed on the outer periphery disposed over the column base metal fitting and the structural housing;
A female screw member screwed onto the male screw part,
The rod-shaped metal fitting is fitted into the rod-shaped metal fitting guide passage of the main body, and the female screw member is screwed onto the male screw portion exposed from the window hole in the fitted state. A fitting set characterized by
前記本体には固定ピン係合用の透孔が形成されていることを特徴とする請求項1〜4のいずれかに記載の接合金具。   The fitting according to any one of claims 1 to 4, wherein a through hole for engaging a fixed pin is formed in the main body. 前記棒状金具はヘッド部を有するボルト部材であることを特徴とする請求項1〜5のいずれかに記載の接合金具。   The said metal fitting is a bolt member which has a head part, The joining metal fitting in any one of Claims 1-5 characterized by the above-mentioned. 前記棒状金具はラグスクリュー部が形成されるとともに先端寄りに雄ネジ部が形成されたボルト部材であることを特徴とする請求項1又は2に記載の接合金具。   The joining bracket according to claim 1 or 2, wherein the rod-shaped bracket is a bolt member in which a lag screw portion is formed and a male screw portion is formed near the tip. 第1の構造躯体と第2の構造躯体とを接続金具を使用して連結固定するようにした木造建築物の構造躯体の接合構造において、
前記接続金具として、
外周に雄ネジ部が形成された棒状金具と、
板状の本体と、同本体の基端部又は基端部付近から内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内部壁面に形成された前記雄ネジ部と螺合される雌ネジ部とを有する連結金具と、を少なくとも備え、
前記棒状金具は前記第1の構造躯体内を貫いて前記第2の構造躯体側に前記雄ネジ部が及ぶように固定され、
前記連結金具は前記第2の構造躯体の前記第1の構造躯体に面した端面に形成したスリット内に挿入されており、前記第2の構造躯体方向に突出した前記棒状金具が前記棒状金具案内通路内に配置されて前記雄ネジ部が前記棒状金具案内通路内に形成された前記雌ネジ部と螺合していることを特徴とする木造建築物の構造躯体の接合構造。
In the joining structure of the structural frame of the wooden building in which the first structural frame and the second structural frame are connected and fixed using the connection fitting,
As the connection fitting,
A rod-shaped bracket having a male thread formed on the outer periphery;
A plate-shaped main body, a rod-shaped bracket guide passage disposed from the base end of the main body or the vicinity of the base end to the inside, and the male screw portion formed on the inner wall surface of the rod-shaped bracket guide passage A coupling fitting having a female screw portion to be provided,
The rod-shaped metal fitting is fixed so that the male screw portion extends through the first structural housing to the second structural housing,
The connecting metal fitting is inserted into a slit formed in an end surface of the second structural housing facing the first structural housing, and the rod-shaped metal fitting protruding in the second structural housing direction is the rod-shaped metal guide. A joint structure for a structural frame of a wooden building, wherein the male screw part is screwed into the female screw part formed in the rod-shaped metal fitting guide path and disposed in the passage.
前記棒状金具はその先端寄りのみで前記雌ネジ部と螺合していることを特徴とする請求項8に記載の木造建築物の構造躯体の接合構造。   9. The joint structure of a structural frame of a wooden building according to claim 8, wherein the bar-shaped metal fitting is screwed with the female thread portion only near the tip thereof. 第1の構造躯体と第2の構造躯体とを接続金具を使用して連結固定するようにした木造建築物の構造躯体の接合構造において、
前記接続金具として、
少なくとも先端寄りの外周に雄ネジ部が形成された棒状金具と、
前記棒状金具の前記雄ネジ部と螺合可能な雌ネジ部材と、
板状の本体と、同本体の基端部又は基端部付近から内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内方側の開口端に面して前記本体に形成された窓穴とを有する連結金具と、を少なくとも備え、
前記棒状金具は前記第1の構造躯体内を貫いて前記第2の構造躯体側に前記雄ネジ部が及ぶように固定され、
前記連結金具は前記第2の構造躯体の前記第1の構造躯体に面した端面に形成したスリット内に挿入されており、前記第2の構造躯体方向に突出した前記棒状金具が前記棒状金具案内通路内に配置されるとともに前記窓穴から先端寄りが露出され、前記雌ネジ部材と前記雄ネジ部が螺合し、前記雌ネジ部材は前記棒状金具案内通路の前記開口端に対して締め付けられていることを特徴とする木造建築物の構造躯体の接合構造。
In the joining structure of the structural frame of the wooden building in which the first structural frame and the second structural frame are connected and fixed using the connection fitting,
As the connection fitting,
A rod-shaped bracket having a male thread formed on the outer periphery at least near the tip;
A female screw member that can be screwed with the male screw portion of the rod-shaped metal fitting,
A plate-shaped main body, a rod-shaped metal fitting guide passage disposed from the base end portion or the vicinity of the base end portion to the inside of the main body, and an opening end on the inner side of the bar-shaped metal guide passage, facing the main body. A connection fitting having at least a window hole formed,
The rod-shaped metal fitting is fixed so that the male screw portion extends through the first structural housing to the second structural housing,
The connecting metal fitting is inserted into a slit formed in an end surface of the second structural housing facing the first structural housing, and the rod-shaped metal fitting protruding in the second structural housing direction is the rod-shaped metal guide. It is disposed in the passage and the tip end is exposed from the window hole, the female screw member and the male screw portion are screwed together, and the female screw member is tightened against the opening end of the rod-shaped metal guide passage. The structure of a wooden building structure, characterized by
前記棒状金具は自身の上部に一体に形成されたヘッド部又は自身の上部に形成された雄ネジと螺合する雌ネジ部材によって前記第2の構造躯体方向に脱落不能に保持されることを特徴とする請求項8〜10のいずれかに記載の木造建築物の構造躯体の接合構造。   The rod-shaped metal fitting is held so as not to fall off in the direction of the second structural body by a head portion integrally formed on the upper portion thereof or a female screw member screwed with a male screw formed on the upper portion thereof. The joint structure of the structural frame of the wooden building according to any one of claims 8 to 10. 前記棒状金具は前記第1の構造躯体に前もって形成された透孔内に嵌挿されていることを特徴とする請求項8〜11のいずれかに記載の木造建築物の構造躯体の接合構造。   The joint structure of a structural frame of a wooden building according to any one of claims 8 to 11, wherein the rod-shaped metal fitting is fitted into a through hole formed in advance in the first structural frame. 前記棒状金具はラグスクリュー部が形成されるとともに先端寄りに雄ネジ部が形成されたボルト部材であることを特徴とする請求項8〜12のいずれかに記載の木造建築物の構造躯体の接合構造。   The said metal fitting is a bolt member in which a lag screw portion is formed and a male screw portion is formed near the tip, and the structural frame of a wooden building according to any one of claims 8 to 12, Construction. 前記連結金具には表裏に連通する第1の透孔が形成されるとともに前記前記第2の構造躯体には前記スリットと交差する第2の透孔が形成されて互いに照合されており、照合状態で前記第1及び第2の透孔にはピン部材が打ち込まれていることを特徴とする請求項8〜13のいずれかに記載の木造建築物の構造躯体の接合構造。   A first through hole communicating with the front and back is formed in the connecting metal fitting, and a second through hole intersecting with the slit is formed in the second structural housing and collated with each other. 14. A joint structure for a structural frame of a wooden building according to any one of claims 8 to 13, wherein a pin member is driven into the first and second through holes. 基礎と構造躯体とを接続金具を使用して連結固定するようにした木造建築物の構造躯体の接合構造において、
前記接続金具として、
外周に雄ネジ部が形成された棒状金具と、
板状の本体が立設されたベース部と、同ベース部の裏面に開口する開口端を有し前記本体の内方にかけて配設される棒状金具案内通路と、前記棒状金具案内通路の内部壁面に形成された前記雄ネジ部と螺合される雌ネジ部とを有する前記基礎上に固定される柱脚用金具と、を少なくとも備え、
前記棒状金具は前記ベース部に前記構造躯体側に前記雄ネジ部が及ぶように立設固定され、
前記本体は前記構造躯体の前記柱脚用金具に面した端面に形成したスリット内に挿入されており、前記棒状金具は前記棒状金具案内通路内に配置されて前記雄ネジ部が前記棒状金具案内通路内に形成された前記雌ネジ部と螺合していることを特徴とする木造建築物の構造躯体の接合構造。
In the joint structure of the structural frame of a wooden building, where the foundation and the structural frame are connected and fixed using a connection fitting,
As the connection fitting,
A rod-shaped bracket having a male thread formed on the outer periphery;
A base portion on which a plate-like main body is erected, a bar-shaped metal fitting guide passage having an opening end opened on the back surface of the base portion, and being arranged on the inner side of the main body, and an inner wall surface of the bar-shaped metal guide passage A column base bracket fixed on the foundation having the male screw portion and the female screw portion screwed together,
The rod-shaped metal fitting is erected and fixed to the base portion so that the male screw portion extends to the structural housing side,
The main body is inserted into a slit formed in an end surface of the structural housing facing the column base bracket, the rod bracket is disposed in the rod bracket guide passage, and the male screw portion is the rod bracket guide. A joining structure of a structural frame of a wooden building, wherein the female screw part formed in the passage is screwed together.
基礎と構造躯体とを接続金具を使用して連結固定するようにした木造建築物の構造躯体の接合構造において、
前記接続金具として、
少なくとも先端寄りの外周に雄ネジ部が形成された棒状金具と、
前記棒状金具の前記雄ネジ部と螺合可能な雌ネジ部材と、
板状の本体が立設されたベース部と、同ベース部の裏面に開口する第1の開口端と前記本体の内方側に開口する第2の開口端とを有する棒状金具案内通路と、前記第2の開口端に面して前記本体に形成された窓穴とを有する前記基礎上に固定される柱脚用金具と、を少なくとも備え、
前記棒状金具は前記ベース部に前記構造躯体側に前記雄ネジ部が及ぶように立設固定され、
前記本体は前記構造躯体の前記柱脚用金具に面した端面に形成したスリット内に挿入されており、前記棒状金具は前記棒状金具案内通路内に配置されるとともに前記窓穴から先端寄りが露出され、前記雌ネジ部材と前記雄ネジ部が螺合し、前記雌ネジ部材は前記棒状金具案内通路の前記開口端に対して締め付けられていることを特徴とする木造建築物の構造躯体の接合構造。
In the joint structure of the structural frame of a wooden building, where the foundation and the structural frame are connected and fixed using a connection fitting,
As the connection fitting,
A rod-shaped bracket having a male thread formed on the outer periphery at least near the tip;
A female screw member that can be screwed with the male screw portion of the rod-shaped metal fitting,
A base part having a plate-like main body standing thereon, a rod-shaped metal fitting guide passage having a first opening end opened on the back surface of the base part and a second opening end opened inward of the main body; A column base metal fitting fixed on the foundation having a window hole formed in the main body facing the second opening end, and
The rod-shaped metal fitting is erected and fixed to the base portion so that the male screw portion extends to the structural housing side,
The main body is inserted into a slit formed in an end surface of the structural housing facing the column base metal fitting, and the bar metal fitting is disposed in the bar metal fitting guide passage and exposed near the tip from the window hole. The female screw member and the male screw portion are screwed together, and the female screw member is fastened to the opening end of the rod-shaped bracket guide passage. Construction.
前記柱脚用金具はアンカー部材によって前記基礎に固定されていることを特徴とする請求項15又は16に記載の木造建築物の構造躯体の接合構造。   The structure for connecting a structural frame of a wooden building according to claim 15 or 16, wherein the column base bracket is fixed to the foundation by an anchor member. 前記本体には表裏に連通する第1の透孔が形成されるとともに前記構造躯体には前記スリットと交差する第2の透孔が形成されて互いに照合されており、照合状態で前記第1及び第2の透孔にはピン部材が打ち込まれていることを特徴とする請求項15〜17のいずれかに記載の木造建築物の構造躯体の接合構造。   The main body is formed with a first through hole communicating with the front and back, and the structural housing is formed with a second through hole intersecting with the slit and collated with each other. 18. The joint structure for a structural frame of a wooden building according to claim 15, wherein a pin member is driven into the second through hole. 棒状金具案内通路は筒状形体であることを特徴とする請求項8〜18のいずれかに記載の木造建築物の構造躯体の接合構造。   The joint structure for a structural frame of a wooden building according to any one of claims 8 to 18, wherein the bar-shaped metal fitting guide passage has a cylindrical shape. 請求項8〜19に記載の木造建築物の構造躯体の接合構造を備えた木造建築物。   The wooden building provided with the junction structure of the structural frame of the wooden building of Claims 8-19.
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