JP7089822B1 - Joining hardware and joining method - Google Patents

Joining hardware and joining method Download PDF

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JP7089822B1
JP7089822B1 JP2022034182A JP2022034182A JP7089822B1 JP 7089822 B1 JP7089822 B1 JP 7089822B1 JP 2022034182 A JP2022034182 A JP 2022034182A JP 2022034182 A JP2022034182 A JP 2022034182A JP 7089822 B1 JP7089822 B1 JP 7089822B1
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Abstract

【課題】柱材や建築用パネル等の建築用構成部材に組み込む場合に軸の外表面を平らにできるようにするとともに、部品点数を低減して接合作業がより簡素に行えるようにする。【解決手段】一の被接合材xに1個以上の他の被接合材yを接合する接合金物11を、一の被接合材xに全体が埋設される棒状の固定芯部材13と、固定芯部材13の外周に挿嵌される管状の管体部51、及び管体部51に一体で他の被接合材yに先端側の全体が差し込まれて固定される差し込み固定部52を有する連結部材15で構成する。【選択図】図1PROBLEM TO BE SOLVED: To make it possible to flatten the outer surface of a shaft when incorporating it into a building component such as a pillar material or a building panel, and to reduce the number of parts so that the joining work can be performed more simply. SOLUTION: A joint metal fitting 11 for joining one or more other materials to be joined to one material to be joined x is fixed to a rod-shaped fixed core member 13 which is entirely embedded in one material to be joined x. A connection having a tubular tubular portion 51 to be inserted around the outer periphery of the core member 13 and an insertion fixing portion 52 integrally inserted with the tubular portion 51 and fixed by inserting the entire tip side into another material to be joined y. It is composed of a member 15. [Selection diagram] Fig. 1

Description

この発明は、たとえば木造軸組建築物の構築において柱や梁などの軸同士の接合に用いるのに好適な接合金物に関する。 The present invention relates to a metal joint suitable for use in joining shafts such as columns and beams in the construction of a wooden frame building, for example.

軸同士を接合する接合金物としては、例えば下記特許文献1~4に開示されているように、円筒状の芯金具を用いたものがある。この芯金具は、軸心部の穴における少なくとも端部に雌ねじが形成されており、また長手方向の一部に径方向に貫通するピン穴が形成されている。 As a metal joint for joining the shafts to each other, for example, as disclosed in Patent Documents 1 to 4 below, there is a metal fitting using a cylindrical core metal fitting. In this core fitting, a female screw is formed at least at the end of the hole in the axial center portion, and a pin hole penetrating in the radial direction is formed in a part in the longitudinal direction.

特許文献1の接合金物では、芯金具(柱脚金物)は基礎のアンカーボルトに挿嵌して取り付けられる土台金物と共に使用される。すなわち、土台金物はパイプからなる取り付け本体と、取り付け本体の側面から水平方向に突出する、互いに同一形状をなす複数の接合プレートで構成されており、取り付け本体部がアンカーボルトに挿嵌されて基礎の上に載置される。接合プレートには土台の端部が固定され、アンカーボルトにおける取り付け本体から出ている上端部には芯金具(柱脚金物)が螺合される。そしてこの芯金具は、柱の下端部に埋め込まれて固定される。 In the metal joint of Patent Document 1, the core metal fitting (column base metal) is used together with the base metal that is inserted and attached to the anchor bolt of the foundation. That is, the base hardware is composed of a mounting body made of pipes and a plurality of joining plates having the same shape as each other protruding horizontally from the side surface of the mounting body, and the mounting body is inserted into an anchor bolt to form a foundation. Placed on top of. The end of the base is fixed to the joint plate, and the core metal fitting (column base hardware) is screwed to the upper end of the anchor bolt protruding from the mounting body. Then, this core metal fitting is embedded and fixed in the lower end of the pillar.

つまり芯金具(柱脚金物)は土台金物を締め付けて固定する機能と柱をアンカーボルトに結合する機能を有している。 In other words, the core metal fittings (column base hardware) have the function of tightening and fixing the base hardware and the function of connecting the columns to the anchor bolts.

特許文献2の接合金物では、芯金具(第一接合ロッド)は柱(縦材)の上に連結金具を固定するために使用される。すなわち、芯金具(第一接合ロッド)の下側部分は柱の上端部に差し込まれて固定され、柱から突出する上側部分に連結金具が固定される。連結金具は上下に間隔を隔てて配設される柱より大きい四角形の基板と補助板を有し、これら基板と補助板の外周部に、互いに同一形状をなす接続片が複数固定され、これら固定片に横材が固定される。 In the joint metal fitting of Patent Document 2, the core metal fitting (first joint rod) is used to fix the connecting metal fitting on the pillar (vertical member). That is, the lower portion of the core metal fitting (first joining rod) is inserted and fixed to the upper end portion of the pillar, and the connecting metal fitting is fixed to the upper portion protruding from the pillar. The connecting metal fitting has a quadrangular substrate larger than a pillar and an auxiliary plate arranged at intervals above and below, and a plurality of connecting pieces having the same shape are fixed to the outer peripheral portions of the substrate and the auxiliary plate, and these are fixed. The cross member is fixed to one piece.

特許文献3の接合金物では、芯金具(連結金具)は横材である被連結部材(土台や梁等)の端部で長手方向と直交する方向に貫通しているジョイント穴に挿入される。芯金具(連結金具)の側面には、ねじ孔が形成されており、このねじ孔を利用して被連結部材の端部側面に、接合する被連結部材の端部を受ける複数の受け金具が取り付けられる。複数の受け金具は互いに同一形状である。 In the metal joint of Patent Document 3, the core metal fitting (connecting metal fitting) is inserted into a joint hole penetrating in a direction orthogonal to the longitudinal direction at the end of a connected member (base, beam, etc.) which is a cross member. A screw hole is formed on the side surface of the core metal fitting (connecting metal fitting), and a plurality of receiving metal fittings that receive the end portion of the connected member to be joined are formed on the side surface of the end portion of the connected member by using the screw hole. It is attached. The plurality of brackets have the same shape as each other.

また、芯金具(連結金具)の軸心部には貫通穴が形成されており、縦材である被連結部材に備えられた接合ボルトが挿通され、縦材と横材合計6本の被連結部材が接合された状態が得られる。 In addition, a through hole is formed in the axial center of the core metal fitting (connecting metal fitting), and the joining bolt provided in the connected member, which is a vertical member, is inserted, and a total of 6 vertical members and horizontal members are connected. A state in which the members are joined is obtained.

つまり、この芯金具(連結金具)は主として受け金具を保持する機能を有している。 That is, this core metal fitting (connecting metal fitting) mainly has a function of holding the receiving metal fitting.

特許文献4の接合金物では、芯部材(上下ネジパイプ/上下ネジ筒)は、一階接合金物や二階接合金物と共に用いられ、特許文献1と同様に金物を締め付けてアンカーボルト等に固定する機能とアンカーボルト等と柱を結合する機能を有している。 In the metal fittings of Patent Document 4, the core member (upper and lower screw pipes / upper and lower screw cylinders) is used together with the first-floor joint metal fittings and the second-floor joint metal fittings, and has a function of tightening the metal fittings and fixing them to anchor bolts and the like as in Patent Document 1. It has the function of connecting columns with anchor bolts and the like.

また特許文献4の図6、図7には、二階接合金物を胴部と翼部に分けて構成し、芯部材(上下ネジ筒)が胴部に挿通される構成が記載されている。ここでは、芯部材(上下ネジ筒)は上下のボルト同士を連結するとともに二階接合金物との結合を行う機能を有している。 Further, FIGS. 6 and 7 of Patent Document 4 describe a configuration in which the second-order joint metal fitting is divided into a body portion and a wing portion, and a core member (upper and lower screw cylinder) is inserted into the body portion. Here, the core member (upper and lower screw cylinders) has a function of connecting the upper and lower bolts to each other and connecting to the second-order joint metal fittings.

この芯部材(上下ネジ筒)は二階接合金物の胴部に挿通されるが、二階接合金物は梁の端部を翼部で受けるものであるので、芯部材(上下ネジ筒)と胴部は被接合材に埋設されるものではなく、接合作業に際して組み付けられる。 This core member (upper and lower screw cylinder) is inserted into the body of the second-floor joint metal fitting, but since the second-floor joint metal fitting receives the end of the beam at the wing, the core member (upper and lower screw cylinder) and the body part It is not embedded in the material to be joined, but is assembled during the joining work.

また、胴部と翼部、胴部と芯部材(上下ネジ筒)は接合に際して別体のボルトで固定される。このため、接合作業に際して必要な部品点数が多く、作業性はよくない。 Further, the body portion and the wing portion, and the body portion and the core member (upper and lower screw cylinders) are fixed with separate bolts at the time of joining. Therefore, the number of parts required for the joining work is large, and the workability is not good.

ところで、下記特許文献5のように、予め軸を備えた建築用構成部材としての建築用パネルで木造軸組建築物を構成することが提案されている。このような建築用パネルを用いる木造軸組建築物では、建築用パネルに接合金物を備えるが、その接合金物は可能な限り外面から突出しないのが好ましい。これは建築用パネルを平積みしたりして取扱い性を良くすることができるからである。 By the way, as in Patent Document 5 below, it has been proposed to construct a wooden framed building with a building panel as a building component having a shaft in advance. In a wooden frame building using such a building panel, the building panel is provided with a metal joint, and it is preferable that the metal joint does not protrude from the outer surface as much as possible. This is because the building panels can be stacked flat to improve the handleability.

特開平9-13500号公報Japanese Unexamined Patent Publication No. 9-13500 特開平11-200492号公報Japanese Unexamined Patent Publication No. 11-200492 特公平6-94691号公報Special Fair 6-94691 Gazette 特開2002-13197号公報Japanese Unexamined Patent Publication No. 2002-13197 特許第7005046号公報Japanese Patent No. 7005464

そこで、この発明は、建築用パネルに組み込む場合に軸の外表面を平らにできるようにするとともに、部品点数を低減して接合作業がより簡素に行えるようにすることを主な目的とする。 Therefore, it is a main object of the present invention to make it possible to flatten the outer surface of the shaft when it is incorporated into a building panel, and to reduce the number of parts so that the joining work can be performed more simply.

そのための手段は、一の被接合材に全体が埋設される棒状の固定芯部材と、固定芯部材の外周に挿嵌される管状の管体部、及び管体部に一体で他の被接合材に先端側の全体が差し込まれて固定される差し込み固定部を有する連結部材を備えた接合金物である。 The means for this is a rod-shaped fixed core member that is entirely embedded in one material to be joined, a tubular tube body that is inserted into the outer periphery of the fixed core member, and another joint that is integrated with the tube body. It is a joining metal fitting provided with a connecting member having an insertion fixing portion in which the entire tip side is inserted and fixed to the material.

この構成では、固定芯部材は、その全体が一の被接合材の内部に保持されて、接合される他の被接合材に固定される連結部材の管体部の挿嵌を受け入れる。一の被接合材に既に接合された他の被接合材がある場合には、固定軸部材はその他の被接合材に固定された連結部材の管体部を保持しつつ、後に接続される他の被接合材に固定される連結部材の管体部の挿嵌を受け入れる。連結部材は、固定芯部材に挿嵌される管体部を固定芯部材に対して保持した後に、管体部と一体の差し込み固定部に他の被接合材を固定する。あるいは、差し込み固定部を他の被接合材に固定した後で管体部が固定芯部材に保持される。 In this configuration, the fixed core member is held entirely inside one material to be joined and accepts the insertion of a tubular portion of the connecting member that is fixed to the other material to be joined. If there is another material to be joined that has already been joined to one material, the fixed shaft member will be connected later while holding the tubular part of the connecting member fixed to the other material to be joined. Accepts the insertion of the tubular part of the connecting member to be fixed to the material to be joined. The connecting member holds the pipe body portion to be inserted into the fixed core member with respect to the fixed core member, and then fixes another material to be joined to the insertion fixing portion integrated with the pipe body portion. Alternatively, after fixing the insertion fixing portion to another material to be joined, the tubular portion is held by the fixing core member.

固定芯部材を備えた一の被接合材と、連結部材を備えて一の被接合材に接合された他の被接合材の外表面は、接合金物の突出の無い平らな状態である。 The outer surface of one material to be joined provided with a fixed core member and another material to be joined provided with a connecting member to be joined to one material is in a flat state without protrusion of the metal joint.

この発明によれば、接合金物は一の被接合材に全体が埋設される固定芯部材と、これに挿嵌される管体部及び管体部と一体で先端側の全体が他の被接合材に差し込み固定される差し込み固定部を有した連結部材を備えた構成である。このため、固定芯部材を備えた一の被接合材や、固定芯部材と連結部材を備えた一の被接合材と他の被接合材との接合体の外表面を平らにできる。この結果、柱などの軸や軸を組んで構成した建築用パネルなどの建築用構成部材を平積みできるようにすることができ、取扱い性が良好である。 According to the present invention, the metal joint is a fixed core member that is entirely embedded in one material to be joined, and the pipe body portion and the pipe body portion that are inserted into the fixed core member, and the entire tip side is integrated with another jointed material. It is configured to include a connecting member having an insertion fixing portion that is inserted and fixed to the material. Therefore, it is possible to flatten the outer surface of one material to be joined having a fixed core member or a joint material between one material to be joined having a fixed core member and a connecting member and another material to be joined. As a result, it is possible to stack building components such as pillars and other shafts and building panels constructed by assembling the shafts in a flat manner, and the handling is good.

また、連結部材は固定芯部材に挿嵌して保持する構成であるので、接合に必要な部品点数を低減でき、接合作業の簡素化をはかれる。 Further, since the connecting member is configured to be inserted and held in the fixed core member, the number of parts required for joining can be reduced, and the joining work can be simplified.

接合金物を用いた接合例の斜視図。A perspective view of a joining example using a joining metal fitting. 図1に示した接合金物の斜視図。FIG. 3 is a perspective view of the metal joint shown in FIG. 接合状態の断面図。Cross-sectional view of the joined state. 接合の一工程を示す斜視図。The perspective view which shows one process of joining. 接合の一工程を示す斜視図。The perspective view which shows one process of joining. 1枚の建築用パネルに接合金物を組み込んだ状態の斜視図。A perspective view of a single building panel with a metal joint incorporated. 他の例に係る接合金物の接合例を示す斜視図。The perspective view which shows the joining example of the joining metal thing which concerns on other examples. 図7に示した接合に用いる接合金物の斜視図。FIG. 6 is a perspective view of a metal joint used for joining shown in FIG. 7. 他の例に係る接合金物の接合例を示す斜視図。The perspective view which shows the joining example of the joining metal thing which concerns on other examples. 図9に示した接合に用いる接合金物の斜視図。FIG. 9 is a perspective view of a metal joint used for joining shown in FIG. 他の例に係る接合金物の接合例を示す斜視図。The perspective view which shows the joining example of the joining metal thing which concerns on other examples. 図11に示した接合に用いる接合金物の斜視図。FIG. 11 is a perspective view of a metal joint used for joining shown in FIG. 他の例に係る閉止部材を示す斜視図。The perspective view which shows the closing member which concerns on another example. 他の例に係る接合金物の接合例を示す断面図。The cross-sectional view which shows the joining example of the joining metal thing which concerns on other examples.

この発明を実施するための一形態を、以下図面を用いて説明する。 An embodiment for carrying out the present invention will be described below with reference to the drawings.

図1は、木造軸組建築物を構築するための軸を備えた建築用パネルA,B同士を接合する接合例を示す斜視図である。この図に示すように互いに接合される一方の建築用パネルAには、接合金物11を構成する一部の部材が埋設されており、他方の建築用パネルBは、一方の建築用パネルAに対して接合金物11を構成する他の一部の部材を介して接合される。建築用パネルA,B同士の接合は現場においてなされる。 FIG. 1 is a perspective view showing a joining example of joining building panels A and B having a shaft for constructing a wooden framed building. As shown in this figure, a part of the members constituting the metal joint 11 is embedded in one of the building panels A joined to each other, and the other building panel B is used in the one building panel A. On the other hand, it is joined via some other members constituting the joining metal fitting 11. The building panels A and B are joined together at the site.

このような接合を行う接合金物11は、一の被接合材xに1個以上の他の被接合材yを接合する接合金物11である。このため、図1に示した例の場合、一方の建築用パネルAが一の被接合材xに、他方の建築用パネルBが他の被接合材yに相当する。同時に、一方の建築用パネルAを構成する一方の軸a1が一の被接合材xに、他方の軸a2が他の被接合材yに、他方の建築用パネルBを構成する軸b1が他の被接合材yに相当する。 The metal joint 11 that performs such a joint is a metal joint 11 that joins one or more other materials y to be joined to one material x. Therefore, in the case of the example shown in FIG. 1, one building panel A corresponds to one material to be joined x, and the other building panel B corresponds to another material y to be joined. At the same time, one axis a1 constituting one building panel A is attached to one material x, the other axis a2 is attached to another material y, and the other axis b1 constituting the other building panel B is the other. Corresponds to the material y to be joined.

接合金物11は、図2に示したように固定芯部材13と連結部材15を備える。 As shown in FIG. 2, the metal joint 11 includes a fixed core member 13 and a connecting member 15.

具体的には、固定芯部材13は、一の被接合材xに全体が埋設されるものであって、棒状に形成されている。固定芯部材13の全体形状は円筒形であり、軸心部には長手方向に貫通する貫通穴31を有している。貫通穴31の少なくとも上端部は長手方向に延びる雌ねじ穴32であって、内周面に雌ねじが形成されている。 Specifically, the fixed core member 13 is entirely embedded in one material to be joined x, and is formed in a rod shape. The overall shape of the fixed core member 13 is cylindrical, and the axial center portion has a through hole 31 penetrating in the longitudinal direction. At least the upper end of the through hole 31 is a female screw hole 32 extending in the longitudinal direction, and a female screw is formed on the inner peripheral surface.

また固定芯部材13は、その長手方向と直交して一の被接合材xに対する固定を行うピン17が挿入されるピン挿入穴33,34,35を有している。ピン挿入穴33,34,35はピン17の断面形状と同じ円形であり、その形成位置と数は、固定芯部材13の長さと備える連結部材15の数などによって設定される。 Further, the fixed core member 13 has pin insertion holes 33, 34, 35 into which a pin 17 for fixing to one material to be joined x is inserted orthogonal to the longitudinal direction thereof. The pin insertion holes 33, 34, and 35 have the same circular shape as the cross-sectional shape of the pin 17, and the formation position and number thereof are set by the length of the fixed core member 13 and the number of connecting members 15 provided.

連結部材15は、固定芯部材13の外周に挿嵌される管状の管体部51と、管体部51に一体で他の被接合材yに先端側の全体が差し込まれて固定される差し込み固定部52を有している。管体部51は固定芯部材13の外周面に嵌合対応してぴたりと嵌まる円筒形であり、固定芯部材13の長さよりも短く形成されている。 The connecting member 15 has a tubular tubular body portion 51 that is inserted into the outer periphery of the fixed core member 13, and an insertion that is integrated with the tubular body portion 51 and is fixed by inserting the entire tip side into another material to be joined y. It has a fixed portion 52. The tubular body portion 51 has a cylindrical shape that fits snugly to the outer peripheral surface of the fixed core member 13, and is formed shorter than the length of the fixed core member 13.

また管体部51は、固定芯部材13に対して回り止めをするための回転規制部53を有している。回転規制部53は穴や切欠き、段差、凹凸などで構成される。回転規制部53としては、固定芯部材13に対して直接的に回り止めする位置規制係止部53aと、間接的に作用する噛合部53bがある。 Further, the tubular body portion 51 has a rotation restricting portion 53 for preventing rotation with respect to the fixed core member 13. The rotation control unit 53 is composed of holes, notches, steps, irregularities, and the like. The rotation restricting portion 53 includes a position restricting locking portion 53a that directly prevents rotation with respect to the fixed core member 13, and a meshing portion 53b that acts indirectly.

位置規制係止部53aは、管体部51における固定芯部材13に嵌めたときにピン挿入穴33,34,35と対応する部位に形成され、ピン挿入穴33,34,35に挿入したピン17と係止するものである。噛合部53bは、並べて保持される他の連結部材15における管体部51と噛み合うものであって、切欠きや段差、凹凸などで構成される。 The position-restricted locking portion 53a is formed at a portion corresponding to the pin insertion holes 33, 34, 35 when fitted to the fixed core member 13 in the tubular body portion 51, and the pin inserted into the pin insertion holes 33, 34, 35. It locks with 17. The meshing portion 53b meshes with the pipe body portion 51 in another connecting member 15 held side by side, and is composed of notches, steps, irregularities, and the like.

差し込み固定部52は、管体部51の側面から径方向外方に延設されており、平板状である。差し込み固定部12の形状は、軸である梁材等の高さよりも幅狭の略短冊状であり、軸に差し込まれる先端側部分54とこれを支える基部55を有している。 The insertion fixing portion 52 extends radially outward from the side surface of the tubular body portion 51 and has a flat plate shape. The shape of the insertion fixing portion 12 is a substantially strip shape narrower than the height of the beam material or the like which is the shaft, and has a tip side portion 54 to be inserted into the shaft and a base portion 55 for supporting the tip side portion 54.

先端側部分54には、軸に対する固定のためのピン18(図1参照)を保持するためのピン挿入穴56が形成されている。基部55は、同一の固定芯部材13に保持されるすべての連結部材15における差し込み固定部52の芯Sの位置が、固定芯部材13に対する挿嵌状態で同一レベルになるように形成されている。すなわち基部55は、先端側部分54の位置を固定芯部材13の長手方向においてずらす変形部を必要に応じて有している(図3参照)。 The tip end side portion 54 is formed with a pin insertion hole 56 for holding a pin 18 (see FIG. 1) for fixing to the shaft. The base portion 55 is formed so that the positions of the cores S of the insertion and fixing portions 52 in all the connecting members 15 held by the same fixed core member 13 are at the same level in the inserted state with respect to the fixed core member 13. .. That is, the base portion 55 has a deformed portion that shifts the position of the tip end side portion 54 in the longitudinal direction of the fixed core member 13 as necessary (see FIG. 3).

前述した「差し込み固定部52の芯S」とは、差し込み固定部52が略短冊板状でありピン挿入穴56を有する構成であるので、そのピン挿入穴56を有する部分の幅方向の中間位置である。差し込み固定部52が例えば円筒状であれば、その軸心に対応する位置である。なお、差し込み固定部52に形成される前述のピン挿入穴56は差し込み固定部52の芯に形成されている。 The above-mentioned "core S of the insertion fixing portion 52" is a structure in which the insertion fixing portion 52 is substantially in the shape of a strip plate and has a pin insertion hole 56, and therefore is an intermediate position in the width direction of the portion having the pin insertion hole 56. Is. If the insertion fixing portion 52 is, for example, cylindrical, it is a position corresponding to the axis thereof. The above-mentioned pin insertion hole 56 formed in the insertion fixing portion 52 is formed in the core of the insertion fixing portion 52.

前述の「必要に応じて」とは、図1~図3に示したように、軸の高さ方向の中間に対応する位置に保持される連結部材15aの場合には、基部55を側面から径方向外方に真っすぐ形成すればよく、先端側部分54の位置をずらす必要がないからである。 As shown in FIGS. 1 to 3, the above-mentioned "as needed" means that in the case of the connecting member 15a held at a position corresponding to the middle in the height direction of the shaft, the base 55 is viewed from the side surface. This is because it suffices to form the portion straight in the radial direction, and it is not necessary to shift the position of the tip end side portion 54.

接合金物11は、前述の固定芯部材13と1個以上の連結部材15の他に、閉止部材19を有し、必要に応じて調整筒部材16を備える。 The metal joint 11 has a closing member 19 in addition to the above-mentioned fixed core member 13 and one or more connecting members 15, and is provided with an adjusting cylinder member 16 as needed.

閉止部材19は、固定芯部材13の雌ねじ穴32に螺合する雄ねじ部91と、雄ねじ部91と一体で固定芯部材13に挿嵌した管体部51を抜け止めする雄ねじ部91よりも大径の押さえ部92を有している。この閉止部材19には雄ねじ部91の一端に大径の頭部を有したボルトが好適に使用される。 The closing member 19 is larger than the male screw portion 91 screwed into the female screw hole 32 of the fixed core member 13 and the male screw portion 91 that is integrated with the male screw portion 91 and is inserted into the fixed core member 13 to prevent the pipe body portion 51 from coming off. It has a holding portion 92 having a diameter. A bolt having a large-diameter head at one end of the male screw portion 91 is preferably used for the closing member 19.

調整筒部材16は、連結部材15の管体部51と同じ構成である。すなわち、調整筒部材16は固定芯部材13の外周面に嵌合対応してぴたりと嵌る円筒形であり、固定芯部材13の長さよりも短く形成されている。また調整筒部材16は、固定芯部材13に対する回り止めのための回転規制部53を有している。 The adjusting cylinder member 16 has the same configuration as the pipe body portion 51 of the connecting member 15. That is, the adjusting cylinder member 16 has a cylindrical shape that fits snugly to the outer peripheral surface of the fixed core member 13, and is formed shorter than the length of the fixed core member 13. Further, the adjusting cylinder member 16 has a rotation restricting portion 53 for preventing rotation of the fixed core member 13.

図1、図2に例示の接合金物11について、以下に、より具体的に説明する。この接合金物11は、第1に一方の建築用パネルAを構成する軸としての柱材101と梁材102を接合するものであり、第2に建築用パネルA,B同士を一直線状に連結するものであるため、2個の連結部材15が備えられる。一方の建築用パネルAにおける柱材101と梁材102の関係は、柱材101の側面に梁材102を接合する構成であるので、柱材101を一の被接合材xとし、梁材102を他の被接合材yとしている。他方の建築用パネルBは、軸として梁材102を有しており、この梁材102が他の被接合材yである。なお、図示は省略するが建築用パネルA,Bには構造用合板等からなる面材が取り付けられている。 The joining hardware 11 exemplified in FIGS. 1 and 2 will be described in more detail below. The joining hardware 11 first joins the pillar material 101 and the beam material 102 as the shaft constituting one of the building panels A, and secondly connects the building panels A and B in a straight line. Therefore, two connecting members 15 are provided. On the other hand, the relationship between the column material 101 and the beam material 102 in the building panel A is such that the beam material 102 is joined to the side surface of the column material 101. Is another material to be joined. The other building panel B has a beam material 102 as a shaft, and this beam material 102 is another material to be joined y. Although not shown, face materials made of structural plywood or the like are attached to the building panels A and B.

柱材101に埋設保持される固定芯部材13は、図3に示したように、柱材101の上端面から梁材102の高さよりも深く入り込む長さに設定され、ピン17を保持するための3個のピン挿入穴33,34,35が長手方向に間隔をあけて配設されている。固定芯部材13における梁材102に対応する部位を上側部分13aとし、それより下の部分は下側部分13bとする。また固定芯部材13の長さは、上側部分13aの上端面が柱材101の上端面よりも下に位置するように設定される。上側部分13aの上端面と柱材101の上端面との高さの差は、閉止部材19の押さえ部92の高さ以上である。 As shown in FIG. 3, the fixed core member 13 buried and held in the column member 101 is set to a length that penetrates deeper than the height of the beam member 102 from the upper end surface of the column member 101, and holds the pin 17. Three pin insertion holes 33, 34, 35 are arranged at intervals in the longitudinal direction. The portion of the fixed core member 13 corresponding to the beam member 102 is the upper portion 13a, and the portion below it is the lower portion 13b. Further, the length of the fixed core member 13 is set so that the upper end surface of the upper portion 13a is located below the upper end surface of the pillar member 101. The difference in height between the upper end surface of the upper portion 13a and the upper end surface of the pillar member 101 is equal to or greater than the height of the holding portion 92 of the closing member 19.

3個のピン挿入穴33,34,35のうち最も下のピン挿入穴33は、柱材101に対する固定のためだけのものであり、下側部分13bに形成されている。他の2個のピン挿入穴34,35は、柱材101に対する固定と連結部材15の位置規制のためのものである。2個のピン挿入穴34,35のうち、上のピン挿入穴35は、上側部分13aにおける梁材102の高さの中間に対応する位置に形成されている。中間位置のピン挿入穴34は、上側部分13aと下側部分13bの間に形成されている。 The lowermost pin insertion hole 33 among the three pin insertion holes 33, 34, 35 is only for fixing to the pillar member 101, and is formed in the lower portion 13b. The other two pin insertion holes 34 and 35 are for fixing to the column member 101 and restricting the position of the connecting member 15. Of the two pin insertion holes 34, 35, the upper pin insertion hole 35 is formed at a position corresponding to the middle of the height of the beam member 102 in the upper portion 13a. The pin insertion hole 34 at the intermediate position is formed between the upper portion 13a and the lower portion 13b.

2個の連結部材15は、中段連結部材15aと上段連結部材15bである。接合金物11にはこれらの連結部材15に加えて調整筒部材16が備えられる。 The two connecting members 15 are a middle-stage connecting member 15a and an upper-stage connecting member 15b. The metal joint 11 is provided with an adjusting cylinder member 16 in addition to these connecting members 15.

中段連結部材15aは、一方の建築用パネルAを構成する梁材102を連結するためのものであって、固定芯部材13の上側部分13aにける長手方向の中間部、つまり上のピン挿入穴35に対応する位置に保持されるものである。このため、中段連結部材15aは、管体部51の中央に、軸心を通る貫通穴57からなる位置規制係止部53aを有している。また管体部51の上端には、上段連結部材15bの管体部51と係止して上段連結部材15bを回り止めする切欠き58からなる噛合部53bを有している。この切欠き58は、管体部51の上端部における径方向の半分を適宜高さ切り欠いて段差を設けた形状である。一方、管体部51の下端は平らである。 The middle connecting member 15a is for connecting the beam members 102 constituting one of the building panels A, and is an intermediate portion in the longitudinal direction in the upper portion 13a of the fixed core member 13, that is, an upper pin insertion hole. It is held at the position corresponding to 35. Therefore, the middle-stage connecting member 15a has a position-regulating locking portion 53a formed of a through hole 57 passing through the axis at the center of the tubular body portion 51. Further, at the upper end of the pipe body portion 51, there is a meshing portion 53b formed of a notch 58 that locks with the pipe body portion 51 of the upper stage connecting member 15b to prevent the upper stage connecting member 15b from rotating. The notch 58 has a shape in which a half in the radial direction at the upper end portion of the tubular body portion 51 is appropriately cut out at a height to provide a step. On the other hand, the lower end of the tubular body portion 51 is flat.

差し込み固定部52は、外方ほど幅広になる等脚台形状の基部55と、基部55の先から延びる短冊形状の先端側部分54を有している。 The insertion fixing portion 52 has an isosceles trapezoidal base portion 55 that becomes wider toward the outside, and a strip-shaped tip side portion 54 that extends from the tip of the base portion 55.

上段連結部材15bは、他方の建築用パネルB、またそれを構成する梁材102を連結するためのものであって、固定芯部材13の上側部分における長手方向の上端部、つまり上のピン挿入穴35に対応する位置よりも上に保持されるものである。管体部51の下端には、中段連結部材15aの管体部51に形成した噛合部53bと係止して周り止めされる切欠き58からなる噛合部53bが形成されている。 The upper connecting member 15b is for connecting the other building panel B and the beam member 102 constituting the panel B, and is the upper end portion in the longitudinal direction in the upper portion of the fixed core member 13, that is, the upper pin insertion. It is held above the position corresponding to the hole 35. At the lower end of the tubular body portion 51, a meshing portion 53b formed of a notch 58 that is locked and stopped around with the meshing portion 53b formed in the tubular body portion 51 of the middle stage connecting member 15a is formed.

差し込み固定部52は、先端側に形成された変形部が下方へ変位した略ひし形をなす基部55と、基部55の先から延びる短冊形状の先端側部分54を有している。 The insertion fixing portion 52 has a substantially diamond-shaped base portion 55 in which the deformed portion formed on the tip end side is displaced downward, and a strip-shaped tip end side portion 54 extending from the tip of the base portion 55.

調整筒部材16は、上端面が中段連結部材15aの管体部51の下端面と面接触するように平らに形成され、下端部には中間のピン挿入穴34に挿入されるピン17と係止する切欠き59からなる位置規制係止部53aを有している。切欠き59の形状は、ピン17の一方の外側に嵌まる平面視半円弧よりも短い大きさの凸部59aを形成するものである。切欠き59は側面視半円弧状に形成して、凸部59aが両側に形成される形状であってもよい。 The adjusting cylinder member 16 is formed flat so that the upper end surface is in surface contact with the lower end surface of the tubular body portion 51 of the middle stage connecting member 15a, and the lower end portion is engaged with a pin 17 inserted into an intermediate pin insertion hole 34. It has a position-restricted locking portion 53a composed of a notch 59 for stopping. The shape of the notch 59 forms a convex portion 59a having a size shorter than the plan-viewing semi-arc that fits on the outside of one of the pins 17. The notch 59 may be formed in a semicircular arc shape in a side view, and the convex portions 59a may be formed on both sides.

このような接合金物11で固定される柱材101と梁材102には、次のような加工が施される。すなわち、柱材101の上端部には、上端面の中央位置に、上端面から長手方向に延びる平面視円形の保持穴103が形成されている。保持穴103は、固定芯部材13の上側部分13aを保持する上側保持穴103aと、固定芯部材13の下側部分13bを保持する下側保持穴103bを有している。下側保持穴103bは固定芯部材13の太さに嵌合対応する太さであるのに対して、上側保持穴103aはそれよりも太く、連結部材15の管体部51が嵌合対応する太さである。 The column member 101 and the beam member 102 fixed by the joint metal fitting 11 are subjected to the following processing. That is, at the upper end portion of the pillar member 101, a holding hole 103 having a circular shape in a plan view extending in the longitudinal direction from the upper end surface is formed at the center position of the upper end surface. The holding hole 103 has an upper holding hole 103a for holding the upper portion 13a of the fixed core member 13, and a lower holding hole 103b for holding the lower portion 13b of the fixed core member 13. The lower holding hole 103b has a thickness corresponding to the thickness of the fixed core member 13, whereas the upper holding hole 103a is thicker than that, and the tubular portion 51 of the connecting member 15 fits and corresponds. It is the thickness.

柱材101における接合方向と直交する方向の2つの側面であって保持穴103に挿入される固定芯部材13のピン挿入穴33,34,35に対応する位置には、ピン17を挿入保持する挿入穴104が形成されている。挿入穴104を有する側面以外の2つの側面と保持穴103との間であって梁材102に対応する部分には、保持穴103と側面を連通して差し込み固定部52の基部55を通すスリット105が形成されている。 The pins 17 are inserted and held at the positions corresponding to the pin insertion holes 33, 34, 35 of the fixed core member 13 inserted into the holding holes 103 on the two side surfaces of the column member 101 in the direction orthogonal to the joining direction. An insertion hole 104 is formed. A slit between two side surfaces other than the side surface having the insertion hole 104 and the holding hole 103 corresponding to the beam member 102, through which the holding hole 103 and the side surface are communicated with each other and the base 55 of the insertion fixing portion 52 is passed through. 105 is formed.

梁材102の長手方向の端部であって柱材101のスリット105に対応する部位には、差し込み固定部52を保持するスリット106が形成され、差し込み固定部52のピン挿入穴56に対応する部位には、ピン18を挿入保持する挿入穴107が形成されている。 A slit 106 for holding the insertion fixing portion 52 is formed at a portion of the beam member 102 in the longitudinal direction corresponding to the slit 105 of the column member 101, and corresponds to the pin insertion hole 56 of the insertion fixing portion 52. An insertion hole 107 for inserting and holding the pin 18 is formed in the portion.

以上のような構成の接合金物11は、図4、図5に示したようにして柱材101と梁材102を接合して工場等で建築用パネルAを構成したのち、この建築用パネルAは現場において、図1に示したようにして別途に構成された別の建築用パネルBと接合される。 In the joint metal fitting 11 having the above configuration, the pillar material 101 and the beam material 102 are joined to form the building panel A at a factory or the like as shown in FIGS. 4 and 5, and then the building panel A is formed. Is joined to another building panel B, which is separately configured as shown in FIG. 1, at the site.

建築用パネルAの構成に際してはまず、図4に示したように柱材101の保持穴103に固定芯部材13を挿入して、下と中間の挿入穴33,34に差し込む2本のピン17で保持する。 In the configuration of the building panel A, first, as shown in FIG. 4, the fixed core member 13 is inserted into the holding hole 103 of the pillar member 101, and the two pins 17 are inserted into the lower and intermediate insertion holes 33 and 34. Hold at.

つぎに、柱材101の上側保持穴103aに調整筒部材16を挿入するとともに、その上に中段連結部材15aの管体部51を挿入する。調整筒部材16と中段連結部材15aは固定芯部材13に嵌まり、調整筒部材16の下端の噛合部53bはすでに挿入されているピン17に係止し、その上端は中段連結部材15aの管体部51における下端面と面接触する。上の挿入穴35にピン17を挿入すると、保持穴103における中段連結部材15aの位置は規制され、回り止めもなされる。同時に、調整筒部材16の位置決めと回り止めもなされる。 Next, the adjusting cylinder member 16 is inserted into the upper holding hole 103a of the pillar member 101, and the pipe body portion 51 of the middle stage connecting member 15a is inserted therein. The adjusting cylinder member 16 and the middle stage connecting member 15a are fitted into the fixed core member 13, the meshing portion 53b at the lower end of the adjusting cylinder member 16 is locked to the pin 17 already inserted, and the upper end thereof is the pipe of the middle stage connecting member 15a. It comes into surface contact with the lower end surface of the body portion 51. When the pin 17 is inserted into the upper insertion hole 35, the position of the middle connecting member 15a in the holding hole 103 is restricted and the rotation is stopped. At the same time, the adjusting cylinder member 16 is positioned and prevented from rotating.

このあと、梁材102を中段連結部材15aの差し込み固定部52にピン18で固定する。この固定は固定芯部材13に対する嵌合よりも先に行っておくこともできる。 After that, the beam member 102 is fixed to the insertion fixing portion 52 of the middle stage connecting member 15a with a pin 18. This fixing can also be performed prior to fitting to the fixed core member 13.

建築用パネルA,B同士の接合に際しては、図1に示したように、固定芯部材13が埋設されて構成された一方の建築用パネルAに、上段連結部材15bを用いて他方の建築用パネルBを接合する。すなわち、一方の建築用パネルAの固定芯部材13に対して上段連結部材15bの管体部51を挿嵌保持する。固定芯部材13に対する管体部51の挿嵌後に、閉止部材19を固定芯部材13の上端部の雌ねじ穴32に螺合すると、上段連結部材15bは抜け止めされ、保持状態が維持される(図6参照)。 When joining the building panels A and B to each other, as shown in FIG. 1, one building panel A configured by embedding the fixed core member 13 is used for the other building by using the upper connecting member 15b. Join the panels B. That is, the pipe body portion 51 of the upper connecting member 15b is inserted and held in the fixed core member 13 of one of the building panels A. When the closing member 19 is screwed into the female screw hole 32 at the upper end of the fixed core member 13 after the pipe body portion 51 is inserted into the fixed core member 13, the upper connecting member 15b is prevented from coming off and the holding state is maintained. See FIG. 6).

固定芯部材13に対する上段連結部材15bの保持は、閉止部材19を螺合するだけでよいので簡単であるとともに、閉止部材19にはボルトを使用できるので利便性が高い。 Holding the upper connecting member 15b to the fixed core member 13 is easy because it is only necessary to screw the closing member 19, and it is highly convenient because bolts can be used for the closing member 19.

このあと、柱材101の側面から突出している上段連結部材15bの差し込み固定部52に、他方の建築用パネルBの梁材102を固定する。上段連結部材15bの差し込み固定部52に対する梁材102の固定は、固定芯部材13に対する管体部51の嵌合に先立って行うこともできる。 After that, the beam member 102 of the other building panel B is fixed to the insertion fixing portion 52 of the upper connecting member 15b protruding from the side surface of the pillar member 101. The beam member 102 can be fixed to the insertion fixing portion 52 of the upper connecting member 15b prior to the fitting of the tubular body portion 51 to the fixing core member 13.

このようにして接合される一方の建築用パネルAは、図1に示したように接合金物11の保持されるすべての部材が軸(柱材101、梁材102)に収まっており、軸の外表面から突出する部分はない。このため、製造後の管理や運搬において建築用パネルAを平積みでき、取扱い性が良好である。軸の外表面から接合金物11が突出しないのは、建築用パネルA,B同士の接合後においても同じであり、後に他の部材を組んだりする際に支障をきたすこともなく施工の自由度も高い。 In one of the building panels A to be joined in this way, as shown in FIG. 1, all the members to which the joining metal fitting 11 is held are housed in the shaft (pillar material 101, beam material 102), and the shaft has a shaft. There is no part protruding from the outer surface. Therefore, the building panels A can be stacked flat in post-manufacturing management and transportation, and the handling is good. The fact that the metal joint 11 does not protrude from the outer surface of the shaft is the same even after the building panels A and B are joined to each other, and there is no hindrance when assembling other members later, and the degree of freedom of construction is high. Is also expensive.

また、連結部材15は固定芯部材13に挿嵌して保持する構成であるので、閉止部材19は必要とするものの、別途に複数のボルトで固定する必要はなく、接合に必要な部品点数や工数を低減できる。このため、接合作業を簡素にでき、施工時間の短縮も可能である。 Further, since the connecting member 15 is configured to be inserted and held in the fixed core member 13, although the closing member 19 is required, it is not necessary to separately fix the connecting member 15 with a plurality of bolts, and the number of parts required for joining is increased. Man-hours can be reduced. Therefore, the joining work can be simplified and the construction time can be shortened.

さらに、被接合材x,yの接合状態においては、固定芯部材13を一方の被接合材xに対して固定するピン17を利用して連結部材15の位置規制と回り止めがなされている。しかも、位置規制係止部53aを有しない上段連結部材15bにおいても、噛合部53bによって並設される中段連結部材15aに対して係止して回り止めがなされる構成である。このため、複数の部材からなる接合金物11は、確かな接合状態を得られるうえに、掛かる荷重を分散するので接続強度も高い。 Further, in the joined state of the materials to be joined x and y, the position of the connecting member 15 is restricted and detented by using a pin 17 that fixes the fixed core member 13 to one of the materials to be joined x. Moreover, even in the upper connecting member 15b that does not have the position restricting locking portion 53a, the upper connecting member 15b is locked to the middle connecting member 15a juxtaposed by the meshing portion 53b to prevent rotation. For this reason, the metal joint 11 made of a plurality of members can obtain a reliable joint state and also has high connection strength because the applied load is dispersed.

連結部材15は固定芯部材13の長手方向に沿って並設されるが、それらの差し込み固定部52は芯の位置Sが互いに同じ高さに位置する構成であるので、他の被接合材yに対する差し込み固定部52の固定は被接合材yの芯から外れることなく、確実に行える。 The connecting members 15 are juxtaposed along the longitudinal direction of the fixed core member 13, but since the insertion and fixing portions 52 have a configuration in which the core positions S are located at the same height as each other, the other material to be joined y. The insertion fixing portion 52 can be securely fixed to the joint without coming off the core of the material y to be joined.

そのうえ、固定芯部材13と1個以上の連結部材15を備える接合金物11は、連結部材15を組み替えることにより、また閉止部材19を代えることによって、前述例のような一直線状の接合のほか、その他の形態での接合も可能である。 Further, the joint metal fitting 11 provided with the fixed core member 13 and one or more connecting members 15 can be joined in a straight line as in the above-mentioned example by rearranging the connecting member 15 and by replacing the closing member 19. Joining in other forms is also possible.

その一例を以下、図7~図14を用いて説明する。この説明において、前述の構成と同一の部位については同一の符号を付してその詳しい説明を省略する。 An example thereof will be described below with reference to FIGS. 7 to 14. In this description, the same parts as those described above are designated by the same reference numerals and detailed description thereof will be omitted.

図7は、2枚の建築用パネルA,Bを平面視L字型に接合した例を示している。すなわち、一の被接合材xとしての柱材101と他の被接合材yとしての梁材102を有する建築用パネルAの柱材101における梁材102と直交する方向の側面に、他の被接合材yとしての梁材102を有する建築用パネルBが接合されている。このような接合を行う接合金物11は、図8に示したように、固定芯部材13、これらに嵌められる2個の連結部材15(中段連結部材15aと上段連結部材15b)、調整筒部材16及び閉止部材19を備える。 FIG. 7 shows an example in which two building panels A and B are joined in an L-shape in a plan view. That is, on the side surface of the pillar material 101 of the building panel A having the pillar material 101 as one joint material x and the beam material 102 as another joint material y in the direction orthogonal to the beam material 102, another cover material. A building panel B having a beam member 102 as a joining material y is joined. As shown in FIG. 8, the joining hardware 11 for performing such joining includes a fixed core member 13, two connecting members 15 (middle-stage connecting member 15a and upper-stage connecting member 15b) fitted therein, and an adjusting cylinder member 16. And a closing member 19.

この接合金物11は上段連結部材15b以外の部材は、前述した構成と同一である。 The members other than the upper connecting member 15b of the joining metal fitting 11 have the same configuration as described above.

上段連結部材15bは、差し込み固定部52の管体部51に対する形成位置が前述例のものとは異なる。つまり、接合がI字型ではなくL字型であるので、管体部51の側面における接合方向に対応する方向に差し込み固定部52が形成されている。差し込み固定部52の形状は前述例のものと同じである。 The upper connecting member 15b is different from the one in the above-mentioned example in the forming position of the insertion fixing portion 52 with respect to the pipe body portion 51. That is, since the joint is not an I-shape but an L-shape, the insertion fixing portion 52 is formed in the direction corresponding to the joint direction on the side surface of the tubular body portion 51. The shape of the insertion fixing portion 52 is the same as that of the above-mentioned example.

このような構成の接合金物11は、前述と同様に使用されて被接合材x,yの接合がなされ、同様の作用を有する。 The metal joint 11 having such a structure is used in the same manner as described above to bond the materials x and y to be joined, and has the same function.

図9は、3枚の建築用パネルA,B,Cを平面視T字型に接合する例を示している。すなわち、一の被接合材xとしての柱材101と他の被接合材yとしての梁材102を有する建築用パネルAの柱材101の一つの側面に、他の被接合材yとしての梁材102を有する建築用パネルBが接合される。また、その側面と隣接する他の側面に、他の被接合材yとしての梁材102を有する建築用パネルCが接合される。 FIG. 9 shows an example of joining three building panels A, B, and C in a T-shape in a plan view. That is, a beam as another material to be joined y on one side surface of the pillar material 101 of the building panel A having the pillar material 101 as one material to be joined x and the beam material 102 as another material to be joined y. The building panel B having the lumber 102 is joined. Further, a building panel C having a beam member 102 as another material to be joined y is joined to another side surface adjacent to the side surface.

このような接合を行う接合金物11は、図10に示したように、固定芯部材13、これらに嵌められる3個の連結部材15(中段連結部材15aと上段連結部材15bと下段連結部材15c)及び閉止部材19を備える。 As shown in FIG. 10, the joining hardware 11 for performing such joining includes a fixed core member 13 and three connecting members 15 (middle-stage connecting member 15a, upper-stage connecting member 15b, and lower-stage connecting member 15c) fitted therein. And a closing member 19.

この接合金物11の固定芯部材13と上段連結部材15bと閉止部材19は、前述した図2の構成と同一である。 The fixed core member 13, the upper connecting member 15b, and the closing member 19 of the metal joint 11 have the same configuration as that of FIG. 2 described above.

中段連結部材15aは、建築用パネルCを接合するものとして使用される構成にしてあり、管体部51の側面における建築用パネルCの接合方向に差し込み固定部52が形成されている。この差し込み固定部52が形成される位置は、貫通穴57からなる位置規制係止部53aが形成される位置であるので、差し込み固定部52における貫通穴57に対応する位置に長方形の窓部61が形成されている。この窓部61は、ピン17の挿入を可能にするためのものである。 The middle stage connecting member 15a is configured to be used for joining the building panel C, and the insertion fixing portion 52 is formed in the joining direction of the building panel C on the side surface of the pipe body portion 51. Since the position where the insertion fixing portion 52 is formed is the position where the position-restricted locking portion 53a made of the through hole 57 is formed, the rectangular window portion 61 is located at the position corresponding to the through hole 57 in the insertion fixing portion 52. Is formed. The window portion 61 is for allowing the pin 17 to be inserted.

下段連結部材15cは、建築用パネルAを形成するものとして使用される構成にしてあり、図2に示した調整筒部材16と同様の形状の管体部51における梁材102の接合方向の側面に差し込み固定部52が形成されている。差し込み固定部52の基部55は、先端側に形成された変形部が上方へ変位した略ひし形をなしている。 The lower connecting member 15c is configured to be used for forming the building panel A, and is a side surface in the joining direction of the beam member 102 in the pipe body portion 51 having the same shape as the adjusting cylinder member 16 shown in FIG. The insertion fixing portion 52 is formed in the. The base portion 55 of the insertion fixing portion 52 has a substantially rhombus shape in which the deformed portion formed on the tip end side is displaced upward.

このような構成の接合金物11は、前述と同様に使用されて被接合材x,yの接合がなされ、同様の作用を有する。 The metal joint 11 having such a structure is used in the same manner as described above to bond the materials x and y to be joined, and has the same function.

図11は、4枚の建築用パネルA,B,C,Dを平面視十字型に接合する例を示している。すなわち、一の被接合材xとしての柱材101と他の被接合材yとしての梁材102を有する建築用パネルAの柱材101における直列方向の側面に、他の被接合材yとしての梁材102を有する建築用パネルBが接合される。また、その側面と隣接する一方の側面に、他の被接合材yとしての梁材102を有する建築用パネルCが、他方の側面に、他の被接合材yとしての梁材102を有する建築用パネルDが接合される。 FIG. 11 shows an example of joining four building panels A, B, C, and D in a cross shape in a plan view. That is, on the side surface in the series direction of the pillar material 101 of the building panel A having the pillar material 101 as one joint material x and the beam material 102 as another joint material y, as another joint material y. The building panel B having the beam member 102 is joined. Further, a building having a building panel C having a beam material 102 as another material to be joined y on one side surface adjacent to the side surface thereof, and a building having a beam material 102 as another material to be joined y on the other side surface. Panel D is joined.

このような接合を行う接合金物11は、図12に示したように、固定芯部材13、これらに嵌められる3個の連結部材15(中段連結部材15aと上段連結部材15bと下段連結部材15c)及び閉止部材19を備える。 As shown in FIG. 12, the joining hardware 11 for performing such joining includes a fixed core member 13 and three connecting members 15 (middle-stage connecting member 15a, upper-stage connecting member 15b, and lower-stage connecting member 15c) fitted therein. And a closing member 19.

この接合金物11の上段連結部材15bを除く部材は、前述した図10の構成と同一である。 The members other than the upper connecting member 15b of the metal joint 11 have the same configuration as that of FIG. 10 described above.

上段連結部材15bは、建築用パネルBを接合する差し込み固定部52のほかに、建築用パネルDを接合する差し込み固定部52を備えている。2枚の差し込み固定部52自体の形状は互いに同一である。 The upper connecting member 15b includes an insertion fixing portion 52 for joining the building panel D in addition to the insertion fixing portion 52 for joining the building panel B. The shapes of the two insertion fixing portions 52 themselves are the same as each other.

このような構成の接合金物11は、前述と同様に使用されて被接合材x,yの接合がなされ、同様の作用を有する。 The metal joint 11 having such a structure is used in the same manner as described above to bond the materials x and y to be joined, and has the same function.

図13は、閉止部材19についての変形例である。すなわち、閉止部材19として前述のような一般的なボルト形状のものではなく、それに代えて特殊なボルト装置19aを用いて一の被接合材xにおける長手方向の上端面に、図14に示したように建築用構成部材である柱材101を接合する例を示している。このような接合により、1階の上に2階を構築することができる。 FIG. 13 is a modified example of the closing member 19. That is, instead of the general bolt shape as described above as the closing member 19, a special bolt device 19a is used instead, and the upper end surface in the longitudinal direction of one material to be joined x is shown in FIG. As described above, an example of joining the pillar members 101, which are building components, is shown. By such joining, the second floor can be constructed on the first floor.

ボルト装置19aは、寸切りボルト状のボルト本体95における長手方向の一端側部分に、ボルト本体95と一体で相対回転不可能な固定ナット部97が形成されている。ボルト本体95における固定ナット部97よりも他端側の部分には、2個のナット96,98が回転可能に保持されている。これらのうち固定ナット97が押さえ部92に相当する。 In the bolt device 19a, a fixing nut portion 97 that is integrated with the bolt body 95 and cannot rotate relative to the bolt body 95 is formed at one end side portion of the bolt body 95 in the shape of a shredded bolt in the longitudinal direction. Two nuts 96 and 98 are rotatably held in a portion of the bolt body 95 on the other end side of the fixing nut portion 97. Of these, the fixing nut 97 corresponds to the holding portion 92.

このようなボルト装置19aは、ボルト本体95における固定ナット97と反対側の部分が、柱材101の下端部に内蔵された長ナット108に保持されており、柱材101を建築用パネルAの柱材101の上にのせたのち、ボルト本体95の固定ナット97側の部分が固定芯部材13の雌ねじ穴32に螺合される。螺合作業は柱材101の下端部に形成された凹所109をとおして行える。ボルト本体95の螺合によって固定ナット97が上段連結部材15bに当たり、上段連結部材15bが保持される。この状態で2個のナット96,98を順に固定芯部材13に向けて回転して締め付けて、これらのうち固定芯部材13側のナット97を、その上のナット98を固定した状態で逆回転させる。 In such a bolt device 19a, a portion of the bolt body 95 opposite to the fixing nut 97 is held by a long nut 108 built in a lower end portion of the pillar 101, and the pillar 101 is used as a building panel A. After placing it on the pillar 101, the portion of the bolt body 95 on the fixing nut 97 side is screwed into the female screw hole 32 of the fixing core member 13. The screwing work can be performed through the recess 109 formed at the lower end of the column member 101. By screwing the bolt body 95, the fixing nut 97 hits the upper connecting member 15b, and the upper connecting member 15b is held. In this state, the two nuts 96 and 98 are rotated and tightened in order toward the fixed core member 13, and the nut 97 on the fixed core member 13 side is rotated in the reverse direction with the nut 98 on the nut 97 fixed. Let me.

このように閉止部材19の選択によって、接合金物11で多様な接合を行うことができる。 In this way, by selecting the closing member 19, various joinings can be performed with the joining metal fitting 11.

以上の構成はこの発明を実施するための一形態であって、この発明は前述の構成のみに限定されるものではなく、その他の構成を採用することができる。 The above configuration is one embodiment for carrying out the present invention, and the present invention is not limited to the above-mentioned configuration, and other configurations can be adopted.

例えば、固定芯部材13は軸の長手方向と直交する方向に挿入保持されるものであってもよい。 For example, the fixed core member 13 may be inserted and held in a direction orthogonal to the longitudinal direction of the shaft.

また、複数の連結部材を備える場合、それらの間の角度が前述のように直角をなすように配設される構成ではなく、その他の角度で配設されるようにしてもよい。この場合は、柱材などの被接合材を断面四角形の角材ではなく例えば断面円形の丸柱などにすると、適宜の角度に接続することが容易である。 Further, when a plurality of connecting members are provided, they may be arranged at other angles instead of being arranged so that the angles between them form a right angle as described above. In this case, if the material to be joined such as a pillar is not a square lumber with a quadrangular cross section but a round lumber with a circular cross section, for example, it is easy to connect at an appropriate angle.

11…接合金物
13…固定芯部材
15…連結部材
17…ピン
19…閉止部材
32…雌ねじ穴
33,34,35…ピン挿入穴
51…管体部
52…差し込み固定部
53a…位置規制係止部
91…雄ねじ部
92…押さえ部
x…一の被接合材
y…他の被接合材
A…建築用パネル
S…差し込み固定部の芯
11 ... Joining hardware 13 ... Fixed core member 15 ... Connecting member 17 ... Pin 19 ... Closing member 32 ... Female screw hole 33, 34, 35 ... Pin insertion hole 51 ... Tube body 52 ... Insertion fixing part 53a ... Position regulation locking part 91 ... Male threaded part 92 ... Holding part x ... One material to be joined y ... Other material to be joined A ... Building panel S ... Core of insertion fixing part

Claims (4)

一の被接合材に1個以上の他の被接合材を接合する接合金物であって、
前記一の被接合材に全体が埋設される棒状の固定芯部材と、
前記固定芯部材の外周に挿嵌される管状の管体部、及び前記管体部に一体で前記他の被接合材に先端側の全体が差し込まれて固定される差し込み固定部を有する連結部材を備え
前記固定芯部材が、その長手方向と直交し前記一の被接合材に対する固定を行うピンが挿入されるピン挿入穴を有し、
前記連結部材の前記管体部に、前記ピンと係止する位置規制係止部が形成された
接合金物。
A metal fitting that joins one or more other materials to be joined to one material to be joined.
A rod-shaped fixed core member that is entirely embedded in the one material to be joined, and
A connecting member having a tubular tubular portion to be inserted around the outer periphery of the fixed core member, and an insertion fixing portion to be integrally inserted into the tubular portion and fixed to the other material to be joined by inserting the entire tip side thereof. Equipped with
The fixed core member has a pin insertion hole that is orthogonal to the longitudinal direction thereof and into which a pin for fixing to the one material to be joined is inserted.
A position-restricted locking portion that engages with the pin is formed in the tubular portion of the connecting member.
Joining hardware.
前記固定芯部材の長手方向の端部に長手方向に延びる雌ねじ穴が形成され、
前記雌ねじ穴に螺合する雄ねじ部、及び前記雄ねじ部と一体で前記固定芯部材に挿嵌した前記管体部を抜け止めする前記雄ねじ部よりも大径の押さえ部を有した閉止部材が備えられた
請求項に記載の接合金物。
A female screw hole extending in the longitudinal direction is formed at the end portion of the fixed core member in the longitudinal direction.
A closing member having a male screw portion screwed into the female screw hole and a holding portion having a diameter larger than that of the male screw portion for preventing the tubular body portion inserted into the fixed core member integrally with the male screw portion is provided. The joining hardware according to claim 1 .
同一の前記固定芯部材に一端側から順に挿嵌される前記連結部材が2個以上備えられ、
前記差し込み固定部が、前記管体部の側面から径方向外方に延設され平板状であるとともに、
すべての前記連結部材における前記差し込み固定部の芯の位置が、前記固定芯部材に対する挿嵌状態で同一レベルに設定された
請求項1または請求項2に記載の接合金物。
Two or more connecting members that are sequentially inserted into the same fixed core member from one end side are provided.
The insertion fixing portion extends radially outward from the side surface of the tubular portion and has a flat plate shape.
The joining metal fitting according to claim 1 or 2 , wherein the position of the core of the insertion fixing portion in all the connecting members is set to the same level in the state of being inserted into the fixing core member.
一の被接合材に1個以上の他の被接合材を接合する接合金物として、前記一の被接合材に全体が埋設される棒状の固定芯部材と、前記固定芯部材の外周に挿嵌される管状の管体部、及び前記管体部に一体で前記他の被接合材に先端側の全体が差し込まれて固定される差し込み固定部を有する連結部材を用い、
前記固定芯部材が埋設された前記一の被接合材を用意し、
前記固定芯部材に対して前記連結部材の前記管体部を挿嵌保持して前記差し込み固定部に前記他の被接合材を固定する、又は前記他の被接合材に前記連結部材の前記差し込み固定部を固定して前記管体部を前記固定芯部材に対して挿嵌保持する接合方法において、
前記連結部材を2個以上用意し、
前記一の被接合材と前記他の被接合材を前記固定芯部材と1個の前記連結部材で接合して構成された建築用パネルを設け、
前記建築用パネルの前記固定芯部材に、前記連結部材を用いて前記他の被接合材又は前記他の被接合材を備えた建築用構成部材を接合する
接合方法。
As a metal fitting for joining one or more other materials to be joined to one material to be joined, a rod-shaped fixed core member entirely embedded in the one material to be joined and a rod-shaped fixed core member inserted into the outer periphery of the fixed core member. Using a tubular body portion to be formed, and a connecting member having an insertion fixing portion integrally inserted with the tube body portion and fixed by inserting the entire tip side into the other material to be joined.
Prepare the one material to be joined in which the fixed core member is embedded, and prepare the material to be joined.
The tubular portion of the connecting member is inserted and held in the fixed core member to fix the other material to be joined to the insertion fixing portion, or the connection member is inserted into the other material to be joined. In a joining method in which a fixed portion is fixed and the tubular portion is inserted and held with respect to the fixed core member.
Prepare two or more of the connecting members
A building panel configured by joining the one material to be joined and the other material to be joined by the fixed core member and the one connecting member is provided.
The other material to be joined or a building component provided with the other material to be joined is joined to the fixed core member of the building panel by using the connecting member.
Joining method.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10317496A (en) * 1997-03-19 1998-12-02 Sumitomo Forestry Co Ltd Joining structure of wooden structure material, and joining tool
JPH11303205A (en) * 1998-04-24 1999-11-02 Sanken Home:Kk Skeleton assembly structure of wooden building
JP2001262717A (en) * 2000-03-14 2001-09-26 Nippon Jutaku Mokuzai Gijutsu Center Junction device for building, and junction structure using the same
JP2014070437A (en) * 2012-09-28 2014-04-21 Nice Holdings Inc Joint fitting for building, and joint structure thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10317496A (en) * 1997-03-19 1998-12-02 Sumitomo Forestry Co Ltd Joining structure of wooden structure material, and joining tool
JPH11303205A (en) * 1998-04-24 1999-11-02 Sanken Home:Kk Skeleton assembly structure of wooden building
JP2001262717A (en) * 2000-03-14 2001-09-26 Nippon Jutaku Mokuzai Gijutsu Center Junction device for building, and junction structure using the same
JP2014070437A (en) * 2012-09-28 2014-04-21 Nice Holdings Inc Joint fitting for building, and joint structure thereof

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