JP2012172337A - Joint metal fitting - Google Patents

Joint metal fitting Download PDF

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JP2012172337A
JP2012172337A JP2011033552A JP2011033552A JP2012172337A JP 2012172337 A JP2012172337 A JP 2012172337A JP 2011033552 A JP2011033552 A JP 2011033552A JP 2011033552 A JP2011033552 A JP 2011033552A JP 2012172337 A JP2012172337 A JP 2012172337A
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wood
bottom plate
hole
plate
column
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Toshio Iijima
敏夫 飯島
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NIPPON JUTAKU MOKUZAI GIJUTSU CENTER
NIPPON JUTAKU MOKUZAI GIJUTSU CT
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NIPPON JUTAKU MOKUZAI GIJUTSU CENTER
NIPPON JUTAKU MOKUZAI GIJUTSU CT
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Abstract

PROBLEM TO BE SOLVED: To provide a joint metal fitting with improved strength and rigidity.SOLUTION: A joint metal fitting 1 is to be attached to a joint part of respective wood materials (a column 11 and a base 12, for instance) constituting a frame of a wooden building. The joint metal fitting 1 includes: a back plate 2 arranged at a prescribed distance from the base 12 and fixed to the column 11 by screwing a tapping screw 4 inserted to a hole 3 to the column 11; a bottom plate 5 arranged at a prescribed distance from the column 11 and fixed to the base 12 by screwing a tapping screw 8 inserted to a hole 7 to the base 12; and an intermediate plate 9 provided so as to connect end edges 2a and 5a of the back plate 2 and the bottom plate 5. The intermediate plate 9 is provided with an opening 10 so that an inner peripheral edge thereof includes the end edge 5a of the bottom plate 5 near the end edge 5a. Also, an extension part 6b extending toward the column 11 is provided from a part forming the inner peripheral edge of the opening 10 of the end edge 5a of the bottom plate 5, and a hole 7a to which a tapping screw 8a is inserted is provided on a position including a part to be the extension part 6b.

Description

本発明は、木造建築物の骨組みを構成する各木材の接合部分に取り付けられ、この接合部分における接合力を向上させる接合金具に関する。   The present invention relates to a joining metal fitting that is attached to a joining portion of each timber constituting a framework of a wooden building and improves the joining force at the joining portion.

木造建築物の骨組みを構成する各木材は、これらの各木材に設けられたほぞとほぞ穴を組み合わせるなどして接合されるが、通常、この接合部分に接合金具を取り付けてその接合力を向上させるようにしている。   Each piece of wood that makes up the framework of a wooden building is joined by combining the tenon and mortise provided on each piece of wood, but usually a joint fitting is attached to the joint to improve the joint strength. I try to let them.

従来、接合金具として様々な形状のものが提供されている。その中に、略L字形に形成されたものが一般的な形状としてある。図4に示すように、この接合金具101は、鋼板を折り曲げて形成し、柱などの縦材111に固定される背板102と、土台などの横材112に固定される底板103とを備えている。背板102には、これを縦材(柱)111に固定するためにタッピンねじなどの固定部材104が挿通される複数の孔105が設けられている。また、底板103には、これを横材(土台)112に固定するためにタッピンねじなどの固定部材106が挿通される複数の孔107が設けられている。   Conventionally, various shapes of joint fittings have been provided. Among them, a general shape is formed in an approximately L shape. As shown in FIG. 4, the joint fitting 101 includes a back plate 102 formed by bending a steel plate and fixed to a vertical member 111 such as a column, and a bottom plate 103 fixed to a cross member 112 such as a base. ing. The back plate 102 is provided with a plurality of holes 105 through which fixing members 104 such as tapping screws are inserted in order to fix the back plate 102 to the vertical member (column) 111. Further, the bottom plate 103 is provided with a plurality of holes 107 through which a fixing member 106 such as a tapping screw is inserted in order to fix it to the cross member (base) 112.

ところが、略L字形の接合金具101は、これを取り付けた状態において、底板103に設けられた孔107のうち、柱111に最も近い位置にある孔107aから柱111に設けられたほぞ113までの距離L1 が短いため、例えば、インパクトドライバーなどでこの孔107aを介してタッピンねじ106aをねじ込むときに、インパクトドライバーが柱111に当たってしまい、タッピンねじ106aを土台112に直角にねじ込むことができないなどの作業性の悪さから、タッピンねじ106aは保持力を十分に発揮できないことがあった。さらに、この孔107aに挿通されるタッピンねじ106aのつかみ代が小さくなり、タッピンねじ106aの引張耐力が低下することがあった。なお、つかみ代とは、土台112にねじ込まれたタッピンねじ106(106a)の保持力を十分に発揮させるために必要な領域のことである。 However, the substantially L-shaped joining metal fitting 101 is attached to the tenon 113 provided in the column 111 from the hole 107a located closest to the column 111 among the holes 107 provided in the bottom plate 103. because the distance L 1 is shorter, for example, when screwing the tapping screw 106a through the hole 107a in such an impact screwdriver, an impact driver would hit the pillar 111, such as can not be screwed at right angles tapping screws 106a on the base 112 Due to the poor workability, the tapping screw 106a may not be able to exhibit a sufficient holding force. Furthermore, the grip margin of the tapping screw 106a inserted through the hole 107a is reduced, and the tensile strength of the tapping screw 106a may be reduced. Note that the gripping margin is an area necessary for sufficiently exerting the holding force of the tapping screw 106 (106a) screwed into the base 112.

また、図5に示すように、背板202と底板203の間に中間板208が設けられた接合金具201がある。この接合金具201にも上述した接合金具101(図4参照)と同様、背板202には、これを柱111に固定するためにタッピンねじ204が挿通される複数の孔205が設けられており、底板203には、これを土台112に固定するためにタッピンねじ206が挿通される複数の孔207が設けられている。接合金具201では、背板202と底板203の互いに近接する側の端縁202a,203a間を連結するように中間板208が設けられていることから、背板202と底板203はそれぞれ土台112や柱111から離れた位置に固定されるようになり、底板203のタッピンねじ206のうち、柱111に最も近い位置にある孔207aに挿通されたタッピンねじ206aを柱から離れた位置にねじ込むことができる。すなわち、柱111に最も近い位置にある孔207aから柱111に設けられたほぞ113までの距離L2 が距離L1 (図4参照)よりも長くなる。これにより、インパクトドライバーなどでタッピンねじ206aを直角にねじ込むことができるとともに、タッピンねじ206aのつかみ代が大きくなり、タッピンねじ206aの引張耐力を向上させることができる。接合金具201では、底板203は二つのタッピンねじ206により固定されるが、どちらも柱111に最も近い位置にある孔207aに挿通されるタッピンねじ206aとなる。 Further, as shown in FIG. 5, there is a joint fitting 201 in which an intermediate plate 208 is provided between the back plate 202 and the bottom plate 203. Similar to the above-described joining metal fitting 101 (see FIG. 4), the back plate 202 is provided with a plurality of holes 205 through which the tapping screws 204 are inserted in order to fix the joining metal fitting 201 to the pillar 111. The bottom plate 203 is provided with a plurality of holes 207 through which the tapping screws 206 are inserted to fix the bottom plate 203 to the base 112. In the joining metal fitting 201, since the intermediate plate 208 is provided so as to connect the edges 202a and 203a of the back plate 202 and the bottom plate 203 on the side close to each other, the back plate 202 and the bottom plate 203 are respectively connected to the base 112 and The tapping screw 206a inserted into the hole 207a located closest to the column 111 among the tapping screws 206 of the bottom plate 203 is fixed at a position away from the column 111, and is screwed into a position away from the column. it can. That is, the distance L 2 from the hole 207a closest to the column 111 to the tenon 113 provided in the column 111 is longer than the distance L 1 (see FIG. 4). As a result, the tapping screw 206a can be screwed at a right angle with an impact driver or the like, and the gripping margin of the tapping screw 206a is increased, so that the tensile strength of the tapping screw 206a can be improved. In the joint fitting 201, the bottom plate 203 is fixed by two tapping screws 206, both of which are tapping screws 206 a that are inserted through holes 207 a that are closest to the pillar 111.

なお、背板と底板の間に中間板が設けられた接合金具は、例えば下記特許文献1に開示されている。   Note that a joint fitting in which an intermediate plate is provided between a back plate and a bottom plate is disclosed in, for example, Patent Document 1 below.

特開2001−200591号公報JP 2001-200591 A

ところで、地震などの揺れが発生すると、建物は、その重心に力が加わり、剛心を中心として変形する。このとき、柱111と土台112の接合部分には、図6に示すように、引張りa、せん断b、曲げcの三つの応力が作用する。したがって、接合金具は、引張りa、せん断b、曲げcのすべての応力に耐力を有することが望ましい。   By the way, when a shake such as an earthquake occurs, the building is deformed around a rigid center with a force applied to its center of gravity. At this time, as shown in FIG. 6, three stresses of tension a, shear b, and bending c act on the joint portion between the column 111 and the base 112. Therefore, it is desirable that the joint fitting has a resistance to all the stresses of the tension a, the shear b, and the bending c.

しかしながら、接合金具201では、引張り力aに抵抗するように、タッピンねじ204を柱111、タッピンねじ206aを土台112にねじ込んで保持されるが、上述したように、柱111と土台112の接合部分には引張りa、せん断b、曲げcの三つの応力が作用する。このとき、柱111からの距離が長いほどせん断力bと曲げ力cは大きくなり、接合金具201の折り曲げ部分(中間板208と底板203の境界部分)が支点となって、あたかもバールのようにタッピンねじ206aを引き抜こうとする曲げ力cが作用するとともに、タッピンねじ206aを頭部付近から破断させるせん断力bが作用する。さらに、折り曲げ部分に近い位置にねじ込まれたタッピンねじ206aは接合金具201の変形を抑えてしまうため、接合金具201の靱性が低下する。   However, in the joint fitting 201, the tapping screw 204 is screwed into the column 111 and the tapping screw 206a is screwed into the base 112 so as to resist the pulling force a. However, as described above, the joint portion between the column 111 and the base 112 is held. Three stresses of tension a, shear b, and bend c act on. At this time, the longer the distance from the column 111, the greater the shearing force b and the bending force c, and the bent portion of the joint fitting 201 (the boundary portion between the intermediate plate 208 and the bottom plate 203) serves as a fulcrum, as if it were a bar. A bending force c for pulling out the tapping screw 206a acts, and a shearing force b for breaking the tapping screw 206a from the vicinity of the head acts. Furthermore, since the tapping screw 206a screwed into a position near the bent portion suppresses the deformation of the joint fitting 201, the toughness of the joint fitting 201 is lowered.

このように、インパクトドライバーの作業性を改善してタッピンねじ206aを正しくねじ込むために柱111から離れた位置にタッピンねじ206aをねじ込むことは、引張り力aに加えて、せん断力bと曲げ力cの複合力を大きくしてしまい、保持力が低下する原因となる。すなわち、従来の接合金具201は、タッピンねじ206aにかかる負担が大きいために強度に限界があり、しかも、接合金具201の変形を抑えるようなタッピンねじ206aの配置により靱性が低下し、この結果、強度が低下する。なお、強度とは、接合金具がその取付け状態を保持する強さのことである。したがって、強度は靱性がある程度ある方が高くなる。   As described above, in order to improve the workability of the impact driver and screw the tapping screw 206a correctly, screwing the tapping screw 206a at a position away from the column 111 is not only the tensile force a but also the shearing force b and the bending force c. This increases the combined force and causes the holding force to decrease. That is, the conventional joint metal 201 has a limit in strength because the load applied to the tap metal screw 206a is large, and the toughness is reduced due to the arrangement of the tap screw 206a that suppresses deformation of the metal joint 201, and as a result, Strength decreases. The strength refers to the strength with which the joint fitting maintains its attached state. Therefore, the strength is higher when there is some toughness.

また、従来の接合金具201では、底板203が柱111から離れているため、重心と剛心の位置も離れてしまい、この結果、剛性が低下する。   Moreover, in the conventional joining metal fitting 201, since the bottom plate 203 is separated from the column 111, the center of gravity and the position of the rigid center are also separated, and as a result, the rigidity is lowered.

そこで本発明は、上記状況に鑑みてなされたものであり、靱性をある程度高めることで強度を向上させた接合金具を提供することを第1の目的とし、さらに、強度と剛性を同時に向上させた接合金具を提供することを第2の目的としている。   Therefore, the present invention has been made in view of the above situation, and has as its first object to provide a joint fitting having improved strength by increasing toughness to some extent, and further has improved strength and rigidity at the same time. A second object is to provide a joint fitting.

次に、上記の課題を解決するための手段を、実施の形態に対応する図面を参照して説明する。
本発明による請求項1記載の接合金具は、木造建築物の骨組みを構成する各木材の接合部分に取り付けられる接合金具1であって、
前記接合部分における一方の木材11に他方の木材12から所定距離をあけて配置され、孔3を挿通させた固定部材4が該孔3を介して前記一方の木材11に進入することにより該木材11に固定される背板2と、
前記他方の木材12に前記一方の木材11から所定距離をあけて配置され、孔7を挿通させた固定部材8が該孔7を介して前記他方の木材12に進入することにより該木材12に固定される底板5と、
前記背板2と前記底板5の互いに近接する側の端縁2a,5a間を連結するように設けられた中間板9と、を備えた接合金具1において、
前記中間板9と前記底板5の境界部分が粘りを有するように該境界部分の剛性を弱めたことを特徴としている。
Next, means for solving the above problems will be described with reference to the drawings corresponding to the embodiments.
The joining metal fitting according to claim 1 according to the present invention is a joining metal fitting 1 attached to a joining portion of each wood constituting a framework of a wooden building,
A fixing member 4 which is disposed on one wood 11 in the joint portion at a predetermined distance from the other wood 12 and through which the hole 3 is inserted enters the one wood 11 through the hole 3, thereby the wood. A back plate 2 fixed to 11;
A fixing member 8 disposed on the other wood 12 at a predetermined distance from the one wood 11 and having the hole 7 inserted into the other wood 12 enters the other wood 12 through the hole 7. A fixed bottom plate 5;
In the joint fitting 1 provided with an intermediate plate 9 provided so as to connect between the edges 2a, 5a of the back plate 2 and the bottom plate 5 on the side close to each other,
The boundary part between the intermediate plate 9 and the bottom plate 5 is characterized in that the rigidity of the boundary part is weakened so that the boundary part has stickiness.

このような構成によれば、中間板9と底板5の境界部分の剛性が低下する。これにより、接合金具1に固定部材8を引き抜こうとする力が作用したときに中間板9と底板5の境界部分が塑性変形するようになり、従来の接合金具にはなかった靱性を有するものとなる。   According to such a configuration, the rigidity of the boundary portion between the intermediate plate 9 and the bottom plate 5 is reduced. Thereby, when the force which pulls out the fixing member 8 acts on the joining metal fitting 1, the boundary part of the intermediate | middle board 9 and the baseplate 5 comes to plastically deform, and it has the toughness which was not in the conventional joining metal fitting. Become.

請求項2記載の接合金具は、木造建築物の骨組みを構成する各木材の接合部分に取り付けられる接合金具1であって、
前記接合部分における一方の木材11に他方の木材12から所定距離をあけて配置され、孔3を挿通させた固定部材4が該孔3を介して前記一方の木材11に進入することにより該木材11に固定される背板2と、
前記他方の木材12に前記一方の木材11から所定距離をあけて配置され、孔7を挿通させた固定部材8が該孔7を介して前記他方の木材12に進入することにより該木材12に固定される底板5と、
前記背板2と前記底板5の互いに近接する側の端縁2a,5a間を連結するように設けられた中間板9と、を備えた接合金具1において、
前記中間板9に、前記底板5の前記近接する側の端縁5a付近に該端縁5aをその内周縁に含むように開口部10が設けられたことを特徴としている。
The joint metal fitting according to claim 2 is a joint metal fitting 1 attached to a joint portion of each timber constituting a framework of a wooden building,
A fixing member 4 which is disposed on one wood 11 in the joint portion at a predetermined distance from the other wood 12 and through which the hole 3 is inserted enters the one wood 11 through the hole 3, thereby the wood. A back plate 2 fixed to 11;
A fixing member 8 disposed on the other wood 12 at a predetermined distance from the one wood 11 and having the hole 7 inserted into the other wood 12 enters the other wood 12 through the hole 7. A fixed bottom plate 5;
In the joint fitting 1 provided with an intermediate plate 9 provided so as to connect between the edges 2a, 5a of the back plate 2 and the bottom plate 5 on the side close to each other,
The intermediate plate 9 is characterized in that an opening 10 is provided in the vicinity of the adjacent edge 5a of the bottom plate 5 so as to include the edge 5a on the inner periphery thereof.

このような構成によれば、開口部10が設けられたことにより、中間板9と底板5の境界部分の剛性が低下する。これにより、上記同様に、接合金具1に固定部材8を引き抜こうとする力が作用したときに中間板9と底板5の境界部分が塑性変形するようになり、従来はなかった靱性を有するものとなる。   According to such a configuration, since the opening 10 is provided, the rigidity of the boundary portion between the intermediate plate 9 and the bottom plate 5 is reduced. As a result, as described above, the boundary portion between the intermediate plate 9 and the bottom plate 5 is plastically deformed when a force for pulling out the fixing member 8 is applied to the joint fitting 1 and has toughness that has not existed before. Become.

請求項3記載の接合金具は、前記底板5の前記近接する側の端縁5aにおける前記開口部10の内周縁を形成する部分からは、前記一方の木材11に向けて延出する延出部6bが設けられるとともに、前記底板5を固定するために前記固定部材8(8a)が挿通される前記孔7(7a)の少なくとも一つが前記延出部6bとなる部分を含む位置に設けられたことを特徴としている。   The joint fitting according to claim 3, wherein an extending portion that extends toward the one wood 11 from a portion that forms an inner peripheral edge of the opening 10 at the adjacent edge 5 a of the bottom plate 5. 6 b is provided, and at least one of the holes 7 (7 a) through which the fixing member 8 (8 a) is inserted to fix the bottom plate 5 is provided at a position including a portion that becomes the extension portion 6 b. It is characterized by that.

このような構成によれば、延出部6bが、中間板9と底板5の境界部分を支点にバールのように固定部材8aを引き抜こうとする力(曲げ力)に抵抗して、固定部材8aの引き抜きを抑えるように作用する。また、固定部材8aが挿通される孔7aを、中間板9と底板5の境界部分、すなわち、接合金具1に作用する剛心と重心が近くなる位置に形成することができる。   According to such a configuration, the extending portion 6b resists a force (bending force) to pull out the fixing member 8a like a bar with the boundary portion between the intermediate plate 9 and the bottom plate 5 as a fulcrum, thereby fixing the fixing member 8a. Acts to prevent pulling out Further, the hole 7a through which the fixing member 8a is inserted can be formed at a boundary portion between the intermediate plate 9 and the bottom plate 5, that is, at a position where the center of gravity and the center of gravity acting on the joint fitting 1 are close to each other.

本発明によれば、中間板と底板の境界部分の剛性を意図的に弱めて、この境界部分の変形を助長することにより、接合金具は所定の靱性を有するようになる。この結果、接合金具の強度が向上する。   According to the present invention, the joining bracket has predetermined toughness by intentionally weakening the rigidity of the boundary portion between the intermediate plate and the bottom plate and promoting the deformation of the boundary portion. As a result, the strength of the joint fitting is improved.

また、底板を固定するための固定部材が挿通される孔を一方の木材に近い位置に設けることにより、固定部材は一方の木材に近づくため、重心に近くなり、接合部分に作用するせん断力と曲げ力を低減することができる。これにより、固定部材の引張耐力が向上する。この結果、接合金具の強度が向上する。   In addition, by providing a hole through which a fixing member for fixing the bottom plate is inserted at a position close to one piece of wood, the fixing member approaches one piece of wood, so that it is close to the center of gravity and has a shearing force acting on the joint portion. Bending force can be reduced. Thereby, the tensile strength of the fixing member is improved. As a result, the strength of the joint fitting is improved.

さらに、底板を固定するための固定部材が一方の木材に近づくことは、力の剛心と重心の距離が近くなることであり、強度と共に接合金具の剛性が向上する。すなわち、接合金具の強度と剛性が同時に向上する。   Furthermore, the fact that the fixing member for fixing the bottom plate approaches one of the timbers means that the distance between the center of gravity of the force and the center of gravity is reduced, and the rigidity of the joint fitting is improved along with the strength. That is, the strength and rigidity of the joint fitting are improved at the same time.

本発明による接合金具の実施の形態を示す斜視図である。It is a perspective view which shows embodiment of the joining metal fitting by this invention. 同実施の形態を接合部分に取り付けた状態を示す斜視図である。It is a perspective view which shows the state which attached the embodiment to the junction part. 同実施の形態を接合部分に取り付けた状態を示す側断面図である。It is a sectional side view which shows the state which attached the embodiment to the junction part. 従来の接合金具(略L字形の接合金具)を示す斜視図である。It is a perspective view which shows the conventional joining metal fitting (substantially L-shaped joining metal fitting). 従来の接合金具(中間板が設けられた接合金具)を示す斜視図である。It is a perspective view which shows the conventional joining metal fitting (joining metal fitting provided with the intermediate | middle board). 図5において、接合部分に加わる各応力を示す側断面図である。In FIG. 5, it is a sectional side view which shows each stress added to a junction part.

以下、本発明の実施の形態を図面を参照して具体的に説明する。
この実施の形態(接合金具1)は、木造建築物の骨組みを構成する各木材(柱と土台、胴差、桁などの横材など)の接合部分における接合力を向上させるために、接合部分に取り付けられるものである。なお、以下では、接合金具1が取り付けられる接合部分における一方の木材11を柱とし、他方の木材12を土台として説明する。
Embodiments of the present invention will be specifically described below with reference to the drawings.
In this embodiment (joint fitting 1), in order to improve the joining force at the joining part of each timber (column and base, cross member such as girder, etc.) constituting the framework of the wooden building, the joining part It can be attached to. In the following description, one piece of wood 11 in the joining portion to which the joining fitting 1 is attached is used as a column, and the other piece of wood 12 is used as a base.

図2及び3に示すように、一方の木材である柱11の木口にはほぞ11aが設けられている。また、他方の木材である土台12には柱11のほぞ11aが嵌まり込むためのほぞ穴12bが設けられている。柱11と土台12は、柱11に設けられたほぞ11aが土台12に設けられたほぞ穴12aに嵌まり込むことで接合されている。   As shown in FIGS. 2 and 3, a tenon 11a is provided at the mouth of the pillar 11 which is one piece of wood. Further, a mortise 12b for fitting the tenon 11a of the pillar 11 is provided in the base 12 which is the other wood. The column 11 and the base 12 are joined by fitting a tenon 11 a provided on the column 11 into a mortise 12 a provided on the base 12.

図1に示すように、接合金具1は、鋼板をプレス加工などにより折り曲げて形成しており、背板2と、底板5と、背板2と底板5の間に設けられた中間板9とを備えている。   As shown in FIG. 1, the joint fitting 1 is formed by bending a steel plate by pressing or the like, and includes a back plate 2, a bottom plate 5, and an intermediate plate 9 provided between the back plate 2 and the bottom plate 5. It has.

上記各部位のうち、背板2は、接合金具1の取付け状態において、柱11の所定位置に配置される部位である。このとき、土台12から所定距離をあけて配置されるようになる。背板2は、略矩形に形成されており、その面には孔3が設けられている。この実施の形態では、背板2は、四隅付近に一つずつ設けられた四つの孔3を備えている。各孔3には固定部材であるタッピンねじ4が挿通され、背板2は、孔3に挿通されたタッピンねじ4が孔3を介して柱11に進入することにより、すなわち、タッピンねじ4が柱11にねじ込まれることにより、柱11の所定位置に固定されるものである。   Among the above portions, the back plate 2 is a portion that is disposed at a predetermined position of the column 11 when the joining bracket 1 is attached. At this time, it is arranged at a predetermined distance from the base 12. The back plate 2 is formed in a substantially rectangular shape, and a hole 3 is provided on the surface thereof. In this embodiment, the back plate 2 includes four holes 3 provided one by one near the four corners. A tapping screw 4 which is a fixing member is inserted into each hole 3, and the back plate 2 is formed by the tapping screw 4 inserted into the hole 3 entering the column 11 through the hole 3, that is, the tapping screw 4 is By being screwed into the column 11, the column 11 is fixed at a predetermined position.

上記各部位のうち、底板5は、接合金具1の取付け状態において、土台12の所定位置に配置される部位である。このとき、柱11から所定距離をあけて配置されるようになる。底板5は、その面が背板2の面と略直交しており、後述する中間板9から連続している部分は固定部6aとなる。底板5の面には孔7が設けられている。この実施の形態では、底板5は三つの孔7を備えている。そのうちの一つの孔7aは、後述する延出部6bとなる部分を含む位置に設けられている。すなわち、この孔7aは、柱11に最も近い位置に設けられている(なお、他の孔は孔7aと区別して符号7bにて示す)。各孔7a,7bには固定部材であるタッピンねじ8(8a,8b)が挿通され、底板5は、孔7a,7bに挿通されたタッピンねじ8a,8bが孔7a,7bを介して土台12に進入することにより、すなわち、タッピンねじ8a,8bが土台12にねじ込まれることにより、土台12の所定位置に固定されるものである。   Among the above portions, the bottom plate 5 is a portion that is disposed at a predetermined position of the base 12 in the attachment state of the joint fitting 1. At this time, they are arranged at a predetermined distance from the pillar 11. The surface of the bottom plate 5 is substantially orthogonal to the surface of the back plate 2, and a portion continuing from an intermediate plate 9 described later is a fixing portion 6 a. A hole 7 is provided in the surface of the bottom plate 5. In this embodiment, the bottom plate 5 has three holes 7. One of the holes 7a is provided at a position including a portion to be an extension portion 6b described later. That is, the hole 7a is provided at a position closest to the column 11 (in addition, other holes are distinguished from the hole 7a and are indicated by a reference numeral 7b). A tapping screw 8 (8a, 8b) as a fixing member is inserted into each hole 7a, 7b, and the tapping screw 8a, 8b inserted into the hole 7a, 7b is inserted into the base plate 12 via the hole 7a, 7b. In other words, when the tapping screws 8 a and 8 b are screwed into the base 12, the base 12 is fixed at a predetermined position.

上記各部位のうち、前述した中間板9は、背板2と底板5(固定部6a)の互いに近接する側の端縁2a,5a間を連結するように設けられている。中間板9は、接合金具1の取付け状態において、所定角度の傾斜面となるように設けられている。なお、この実施の形態では、接合金具1は、背板2と中間板9の間が153度となるように折り曲げられ、中間板9と底板5と間が117度となるように折り曲げられている。   Among the above portions, the above-described intermediate plate 9 is provided so as to connect the end plates 2a and 5a on the side close to each other of the back plate 2 and the bottom plate 5 (fixed portion 6a). The intermediate plate 9 is provided so as to be an inclined surface having a predetermined angle when the joining metal fitting 1 is attached. In this embodiment, the joint fitting 1 is bent so that the distance between the back plate 2 and the intermediate plate 9 is 153 degrees, and is bent so that the distance between the intermediate plate 9 and the bottom plate 5 is 117 degrees. Yes.

また、中間板9には、底板5の端縁(背板2に近接する側の端縁)5a付近に開口部10が設けられている。開口部10は、その内周縁に底板5の端縁5aを含むように設けられている。   Further, the intermediate plate 9 is provided with an opening 10 in the vicinity of an edge (an edge on the side close to the back plate 2) 5 a of the bottom plate 5. The opening 10 is provided so as to include the end edge 5a of the bottom plate 5 at the inner peripheral edge thereof.

底板5(固定部6a)の端縁5aにおいて、中間板9に設けられた開口部10の内周縁を形成する部分からは、柱11に向けて延出している前述した延出部6bが設けられている。この実施の形態では、中間板9の開口部10を設けるときに、そのくり抜いた部分を切り取らずに残すことにより、延出部6bを設けることができる。   At the edge 5a of the bottom plate 5 (fixed portion 6a), the above-described extending portion 6b extending toward the column 11 is provided from the portion forming the inner peripheral edge of the opening 10 provided in the intermediate plate 9. It has been. In this embodiment, when the opening 10 of the intermediate plate 9 is provided, the extended portion 6b can be provided by leaving the cut-out portion without cutting it.

図2及び3に示すように、接合金具1を柱11と土台12の接合部分に取り付けた状態では、特に図3に示すように、底板5において、柱11に最も近い位置にある孔7aに挿通されたタッピンねじ8aは、柱11から離れた位置にねじ込まれるようになる。なお、柱11のほぞ11aからタッピンねじ8aまでの距離Lは、インパクトドライバーなどの取付工具が柱11に当たらないでタッピンねじ8aをねじ込めるような距離を確保しているため、つかみ代は十分に余裕のあるものとなる。   As shown in FIGS. 2 and 3, in a state where the joining metal fitting 1 is attached to the joining portion of the column 11 and the base 12, particularly in the bottom plate 5, in the hole 7 a closest to the column 11 as shown in FIG. 3. The inserted tapping screw 8 a is screwed into a position away from the column 11. Note that the distance L from the tenon 11a of the column 11 to the tapping screw 8a is such that a mounting tool such as an impact driver can be screwed into the tapping screw 8a without hitting the column 11, so that the gripping margin is sufficient. It will be something you can afford.

また、接合金具1では、折り曲げ部分(中間板9と底板5の境界部分)が支点となって、あたかもバールのようにタッピンねじ8aを引き抜こうとする力が作用したときには、柱11に最も近い位置にある孔7aに挿通されたタッピンねじ8aが、従来の接合金具201のタッピンねじ206a(図5参照)よりも柱11に近づいているため、力の剛心と重心の距離が近くなる。   Moreover, in the joining metal fitting 1, when a bending portion (a boundary portion between the intermediate plate 9 and the bottom plate 5) serves as a fulcrum and a force for pulling out the tapping screw 8 a acts like a bar, the position closest to the column 11. Since the tapping screw 8a inserted through the hole 7a is closer to the column 11 than the tapping screw 206a (see FIG. 5) of the conventional fitting 201, the distance between the force rigid center and the center of gravity is reduced.

上述した実施の形態によれば、中間板9に開口部10が設けられたことにより、中間板9と底板5の境界部分の剛性が低下する。これにより、接合金具1にタッピンねじ8aを引き抜こうとする力が作用したときに中間板9と底板5の境界部分が塑性変形するようになる。すなわち、所定の靱性を有するようになる。この結果、強度が向上する。   According to the above-described embodiment, since the opening 10 is provided in the intermediate plate 9, the rigidity of the boundary portion between the intermediate plate 9 and the bottom plate 5 is reduced. Thereby, when the force which pulls out the tapping screw 8a acts on the joining metal fitting 1, the boundary part of the intermediate | middle board 9 and the baseplate 5 comes to plastically deform. That is, it has a predetermined toughness. As a result, the strength is improved.

また、底板5のタッピンねじ8aが挿通される孔7aを柱11に近い位置に設けることにより、タッピンねじ8aは柱11に近づくため、重心に近くなり、せん断力や曲げ力を低減することができる。これにより、タッピンねじ8aの引張耐力が向上する。この結果、上記同様に強度が向上する。   In addition, by providing the hole 7a through which the tapping screw 8a of the bottom plate 5 is inserted at a position close to the column 11, the tapping screw 8a approaches the column 11, so that it is close to the center of gravity and can reduce shearing force and bending force. it can. Thereby, the tensile strength of the tapping screw 8a is improved. As a result, the strength is improved as described above.

さらに、延出部6bは、接合金具1がタッピンねじ8aを支点に柱11側に回転するのをめり込み抵抗により抑えるように作用する。   Further, the extending portion 6b acts so as to suppress the joint metal fitting 1 from rotating toward the column 11 with the tapping screw 8a serving as a fulcrum, by resistance.

また、タッピンねじ8aが挿通される孔7aを中間板9と底板5の境界部分、すなわち、接合金具1に作用する剛心と重心が近くなる位置に形成することができることから、接合金具1の剛性が向上する。   In addition, since the hole 7a through which the tapping screw 8a is inserted can be formed at the boundary portion between the intermediate plate 9 and the bottom plate 5, that is, at a position where the center of gravity acting on the joint fitting 1 and the center of gravity are close to each other. Stiffness is improved.

なお、上述した実施の形態では、背板2が柱11に固定され、底板5が土台12に固定されるが、例えば、接合金具1を、背板2が土台12に固定され、底板5が柱11に固定されるように取り付けることも可能である。   In the above-described embodiment, the back plate 2 is fixed to the column 11 and the bottom plate 5 is fixed to the base 12. For example, the joining metal 1, the back plate 2 is fixed to the base 12, and the bottom plate 5 is It is also possible to attach the column 11 so as to be fixed.

また、上述した実施の形態は、開口部10や延出部6bが底板5の端縁5a付近だけに設けられた構成であるが、背板2の端縁(底板5に近接する側の端縁)2a付近にも設けられた構成とすることもできる。   Moreover, although embodiment mentioned above is the structure by which the opening part 10 and the extension part 6b were provided only in the edge 5a vicinity of the baseplate 5, the edge of the backplate 2 (end on the side close to the baseplate 5) Edge) 2a can also be provided.

さらに、上述した実施の形態では、開口部10を設けることで中間板9と底板5の境界部分の剛性を意図的に弱めてこの部分に靱性を得ているが、開口部10を設けなくても、例えば、中間板9と底板5の境界部分の厚さを他の部分よりも薄く形成して所定の靱性を得ることも可能である。   Further, in the above-described embodiment, by providing the opening 10, the rigidity of the boundary portion between the intermediate plate 9 and the bottom plate 5 is intentionally weakened to obtain toughness in this portion, but the opening 10 is not provided. In addition, for example, it is possible to obtain a predetermined toughness by forming the boundary portion between the intermediate plate 9 and the bottom plate 5 to be thinner than the other portions.

1…接合金具
2…背板
2a…(背板の)底板に近接する側の端縁
3…孔
4…固定部材であるタッピンねじ
5…底板
5a…(底板の)背板に近接する側の端縁
6a…延出部
7(7a)…孔
8(8a)…固定部材であるタッピンねじ
9…中間板
10…開口部
11…一方の木材である柱
12…他方の木材である土台
DESCRIPTION OF SYMBOLS 1 ... Joining metal fitting 2 ... Back plate 2a ... End edge of the side close to the bottom plate (back plate) 3 ... Hole 4 ... Tapping screw as a fixing member 5 ... Bottom plate 5a ... On the side close to the back plate (of the bottom plate) Edge 6a ... Extension part 7 (7a) ... Hole 8 (8a) ... Tapping screw which is a fixing member 9 ... Intermediate plate 10 ... Opening part 11 ... Pillar which is one wood 12 ... Base which is the other wood

Claims (3)

木造建築物の骨組みを構成する各木材の接合部分に取り付けられる接合金具であって、
前記接合部分における一方の木材(11)に他方の木材(12)から所定距離をあけて配置され、孔(3)を挿通させた固定部材(4)が該孔(3)を介して前記一方の木材(11)に進入することにより該木材(11)に固定される背板(2)と、
前記他方の木材(12)に前記一方の木材(11)から所定距離をあけて配置され、孔(7)を挿通させた固定部材(8)が該孔(7)を介して前記他方の木材(12)に進入することにより該木材(12)に固定される底板(5)と、
前記背板(2)と前記底板(5)の互いに近接する側の端縁(2a,5a)間を連結するように設けられた中間板(9)と、を備えた接合金具(1)において、
前記中間板(9)と前記底板(5)の境界部分が粘りを有するように該境界部分の剛性を弱めたことを特徴とする接合金具。
It is a joint fitting attached to the joint part of each timber constituting the framework of a wooden building,
A fixing member (4) arranged at a predetermined distance from the other wood (12) on one wood (11) in the joined portion and through which the hole (3) is inserted is inserted into the one wood through the hole (3). A back plate (2) fixed to the wood (11) by entering the wood (11) of
A fixing member (8), which is disposed on the other wood (12) at a predetermined distance from the one wood (11) and through which the hole (7) is inserted, is connected to the other wood through the hole (7). A bottom plate (5) fixed to the wood (12) by entering (12);
In a joining bracket (1) comprising: an intermediate plate (9) provided so as to connect between the edges (2a, 5a) of the back plate (2) and the bottom plate (5) adjacent to each other. ,
A joint fitting characterized in that the rigidity of the boundary portion is weakened so that the boundary portion between the intermediate plate (9) and the bottom plate (5) is sticky.
木造建築物の骨組みを構成する各木材の接合部分に取り付けられる接合金具であって、
前記接合部分における一方の木材(11)に他方の木材(12)から所定距離をあけて配置され、孔(3)を挿通させた固定部材(4)が該孔(3)を介して前記一方の木材(11)に進入することにより該木材(11)に固定される背板(2)と、
前記他方の木材(12)に前記一方の木材(11)から所定距離をあけて配置され、孔(7)を挿通させた固定部材(8)が該孔(7)を介して前記他方の木材(12)に進入することにより該木材(12)に固定される底板(5)と、
前記背板(2)と前記底板(5)の互いに近接する側の端縁(2a,5a)間を連結するように設けられた中間板(9)と、を備えた接合金具(1)において、
前記中間板(9)に、前記底板(5)の前記近接する側の端縁(5a)付近に該端縁(5a)をその内周縁に含むように開口部(10)を設けたことを特徴とする接合金具。
It is a joint fitting attached to the joint part of each timber constituting the framework of a wooden building,
A fixing member (4) arranged at a predetermined distance from the other wood (12) on one wood (11) in the joined portion and through which the hole (3) is inserted is inserted into the one wood through the hole (3). A back plate (2) fixed to the wood (11) by entering the wood (11) of
A fixing member (8), which is disposed on the other wood (12) at a predetermined distance from the one wood (11) and through which the hole (7) is inserted, is connected to the other wood through the hole (7). A bottom plate (5) fixed to the wood (12) by entering (12);
In a joining bracket (1) comprising: an intermediate plate (9) provided so as to connect between the edges (2a, 5a) of the back plate (2) and the bottom plate (5) adjacent to each other. ,
The intermediate plate (9) is provided with an opening (10) in the vicinity of the adjacent edge (5a) of the bottom plate (5) so that the edge (5a) is included in the inner periphery thereof. Features a joint fitting.
前記底板(5)の前記近接する側の端縁(5a)における前記開口部(10)の内周縁を形成する部分からは前記一方の木材(11)に向けて延出部(6b)を延設し、前記底板(5)を固定するために前記固定部材(8a)が挿通される前記孔(7)の少なくとも一つの孔(7a)を前記延出部(6b)となる部分を含む位置に設けたことを特徴とする請求項2記載の接合金具。   An extending portion (6b) extends from the portion forming the inner peripheral edge of the opening (10) at the adjacent edge (5a) of the bottom plate (5) toward the one wood (11). A position including at least one hole (7a) of the hole (7) through which the fixing member (8a) is inserted in order to fix the bottom plate (5) to be the extending portion (6b) The joint metal fitting according to claim 2, wherein the joint metal fitting is provided.
JP2011033552A 2011-02-18 2011-02-18 Joint metal fitting Withdrawn JP2012172337A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015096677A (en) * 2013-11-15 2015-05-21 株式会社カネシン Corner hardware
JP2015194006A (en) * 2014-03-31 2015-11-05 旭トステム外装株式会社 Structure and method for reinforcement of bearing wall mounting frame
CN109281402A (en) * 2018-11-09 2019-01-29 中国十九冶集团有限公司 I-shaped steel beam and square steel pipe column connecting node structure and construction method thereof
JP2019073917A (en) * 2017-10-17 2019-05-16 飛島建設株式会社 Wooden frame reinforcement

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015096677A (en) * 2013-11-15 2015-05-21 株式会社カネシン Corner hardware
JP2015194006A (en) * 2014-03-31 2015-11-05 旭トステム外装株式会社 Structure and method for reinforcement of bearing wall mounting frame
JP2019073917A (en) * 2017-10-17 2019-05-16 飛島建設株式会社 Wooden frame reinforcement
CN109281402A (en) * 2018-11-09 2019-01-29 中国十九冶集团有限公司 I-shaped steel beam and square steel pipe column connecting node structure and construction method thereof
CN109281402B (en) * 2018-11-09 2020-09-22 中国十九冶集团有限公司 I-shaped steel beam and square steel pipe column connecting node structure and construction method thereof

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