JP2022011513A - Joint tool of wood, joint structure of wood, and face material bearing wall - Google Patents

Joint tool of wood, joint structure of wood, and face material bearing wall Download PDF

Info

Publication number
JP2022011513A
JP2022011513A JP2020112703A JP2020112703A JP2022011513A JP 2022011513 A JP2022011513 A JP 2022011513A JP 2020112703 A JP2020112703 A JP 2020112703A JP 2020112703 A JP2020112703 A JP 2020112703A JP 2022011513 A JP2022011513 A JP 2022011513A
Authority
JP
Japan
Prior art keywords
wood
joint
easily deformable
deformable portion
joining tool
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2020112703A
Other languages
Japanese (ja)
Inventor
奈々美 加田
Nanami Kada
重和 横山
Shigekazu Yokoyama
豊彦 東田
Toyohiko Higashida
純男 喜瀬
Sumio Kise
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Furukawa Techno Material Co Ltd
Sekisui House Ltd
Original Assignee
Furukawa Techno Material Co Ltd
Sekisui House Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Furukawa Techno Material Co Ltd, Sekisui House Ltd filed Critical Furukawa Techno Material Co Ltd
Priority to JP2020112703A priority Critical patent/JP2022011513A/en
Publication of JP2022011513A publication Critical patent/JP2022011513A/en
Pending legal-status Critical Current

Links

Images

Abstract

To provide a joint tool capable of exhibiting high deformation followability against displacement in a direction parallel to a joint face of wood with each other even under atmospheric temperature to prevent breakage of a joint position and capable of properly keeping strength of a joint position by excellent shape recovery property after deformation, and to provide a joint structure of wood using the joint tool.SOLUTION: A joint tool 1 of wood has an outer shape with a straight bar-shaped trunk portion 11 and a head portion 12 formed at one end thereof, and at least a part of the trunk portion 11 is made of a superelastic alloy. When disposing the part made of the superelastic alloy so as to cross a joint face 4 of wood with each other, since the trunk portion 11 is flexibly deformed to absorb load even when the joint face is displaced, breakage of a joint position is hard to generate due to sinking into wood, punching out, breakage of the joint tool 1 etc., and strength of the joint position is properly kept.SELECTED DRAWING: Figure 2

Description

本願は、木材同士を接合する木材の接合具と、その接合具を用いた木材の接合構造および面材耐力壁に関する。 The present application relates to a wood joining tool for joining wood to each other, a wood joining structure using the joining tool, and a face material bearing wall.

木造建物には、柱、梁その他の構造用軸材からなる枠体に構造用合板や筋交いを接合して補強した構造体(耐力壁)が設置される。かかる構造体における部材同士の接合箇所には釘や木ねじ等の接合具が用いられる。 In a wooden building, a structure (bearing wall) reinforced by joining structural plywood and braces to a frame made of columns, beams and other structural shaft materials is installed. Joining tools such as nails and wood screws are used at the joining points between the members in such a structure.

図1(a)は、柱、梁等の構造用軸材(以下、単に「軸材」という。)2に構造用合板(以下、単に「合板」という。)3を鋼製の釘9で止め付けた面材耐力壁における、軸材2と合板3との接合箇所の断面を拡大して示している。同図(b)に示すように、接合面4と平行に作用する外的荷重によって軸材2と合板3とが接合面4と平行にずれると、釘9が斜めに傾き、傾いた釘9の胴部91が軸材2および合板3にめり込む。さらにずれが大きくなると、釘9が変形しながら軸材2から抜けるか、合板3に釘9の頭部92がめり込んでパンチングアウト(パンチングシア)する。また、荷重が釘9のせん断耐力を超過した場合は、釘9自体が頭部92に近い首部近傍で破断する。 In FIG. 1 (a), structural shaft materials (hereinafter, simply referred to as “shaft materials”) 2 for columns, beams, etc., and structural plywood (hereinafter, simply referred to as “plywood”) 3 are attached to steel nails 9. The cross section of the joint portion between the shaft member 2 and the plywood 3 in the fixed face material bearing wall is enlarged and shown. As shown in FIG. 3B, when the shaft member 2 and the plywood 3 are displaced parallel to the joint surface 4 due to an external load acting in parallel with the joint surface 4, the nail 9 is tilted diagonally and the tilted nail 9 is tilted. The body portion 91 of the above is recessed into the shaft member 2 and the plywood 3. When the deviation becomes larger, the nail 9 is deformed and comes out of the shaft member 2, or the head 92 of the nail 9 is sunk into the plywood 3 to punch out (punching shear). When the load exceeds the shear strength of the nail 9, the nail 9 itself breaks in the vicinity of the neck near the head 92.

接合箇所の損壊や釘9の破断に至るまでに荷重が除かれて、ずれが戻っても、同図(c)に示すように、軸材2および合板3には釘9が傾いたときの隙間5が残る。また、図示はしていないが、釘9自体にも塑性変形が残る。この状態になると、軸材2および合板3と釘9との摩擦力が低下して当初の接合強度を保持できなくなり、構造体としての耐力が低下してしまう。 Even if the load is removed until the joint is damaged or the nail 9 is broken and the displacement is restored, as shown in FIG. 3C, when the nail 9 is tilted on the shaft member 2 and the plywood 3. The gap 5 remains. Further, although not shown, plastic deformation remains on the nail 9 itself. In this state, the frictional force between the shaft member 2 and the plywood 3 and the nail 9 decreases, the initial joint strength cannot be maintained, and the yield strength of the structure decreases.

このように、外的荷重によって接合箇所が損壊してしまうことを防ぐには、荷重に対して柔軟に変形しながらエネルギーを吸収し、荷重が除かれると元の形状に回復するような接合具が求められるところである。そのような性質を有する金属材料としては、温度変化によって所定形状を回復する形状記憶合金や、通常の金属の降伏点をはるかに超える領域まで変形させても除荷によって所定形状に戻る超弾性合金が挙げられる。しかし、現時点では、かかる金属材料を木材同士の接合箇所に利用する工法として、以下のようなものしか見当たらない。 In this way, in order to prevent the joint from being damaged by an external load, a joint that absorbs energy while flexibly deforming with respect to the load and recovers to its original shape when the load is removed. Is required. Metallic materials with such properties include shape memory alloys that recover their predetermined shape due to temperature changes, and superelastic alloys that return to their predetermined shape by unloading even if they are deformed to a region far beyond the yield point of ordinary metals. Can be mentioned. However, at present, only the following methods can be found as a method of using such a metal material for a joint between woods.

特許文献1:結合される部材同士の一方に装着したフックと、他方に装着した受け具とからなる隠し形態の部材結合具であって、フックの少なくとも一部に、常温においてはフック係合姿勢をとり、高温条件においてはフック係合を解除する姿勢をとるように処理した形状記憶性状部材を用いる部材結合具。 Patent Document 1: A hidden member coupling tool consisting of a hook attached to one of the members to be coupled and a receiver attached to the other, and the hook engaging posture at least a part of the hook at room temperature. A member coupling tool that uses a shape memory-like member that has been processed so as to take a posture of disengaging the hook engagement under high temperature conditions.

特許文献2:木材(木質部材)同士の接合面に対して垂直方向に形成した下孔の中に反力受け用中空管材を挿入して固定する一方、加熱すると外径が膨脹するように処理した形状記憶合金棒を連結棒の両端部に連結し、その形状記憶合金棒が両部材の反力受け用中空管材の奥に納まるように連結棒を下孔に挿入し、その状態で連結棒を加熱することにより形状記憶合金棒を膨脹させて反力受け用中空管材の奥端へ掛け止める木質部材の接合工法・接合構造。 Patent Document 2: A hollow tube material for receiving a reaction force is inserted into a pilot hole formed in a direction perpendicular to the joint surface between wood (wooden members) and fixed, while the outer diameter expands when heated. Connect the shape memory alloy rods to both ends of the connecting rod, insert the connecting rod into the pilot hole so that the shape memory alloy rod fits in the back of the hollow tube material for receiving the reaction force of both members, and in that state, insert the connecting rod. A joining method and structure for wood members that inflates a shape memory alloy rod by heating and hooks it to the inner end of a hollow tube material for receiving reaction force.

特許文献3:木材(木質建築構造材)の材軸方向に対して直交する方向に生じた割れや亀裂等を補強するに際し、補強を要する箇所の両側に材面とほぼ直角方向に雌ねじボルトを埋め込み、加熱すると収縮するように処理した形状記憶合金からなる接合具を左右の雌ねじボルトに取り付け、その接合具を加熱して収縮させることにより緊張力を発生させる木質建築構造材の補強工法。 Patent Document 3: When reinforcing cracks and cracks that occur in the direction perpendicular to the material axis direction of wood (woody building structural material), female screw bolts are installed on both sides of the part requiring reinforcement in a direction substantially perpendicular to the material surface. A method of reinforcing wooden building structural materials that generates tension by attaching a joint made of shape memory alloy that has been embedded and processed to shrink when heated to the left and right female screw bolts, and heating and shrinking the joint.

実用新案登録第2501139号公報Utility Model Registration No. 2501139 Gazette 特開2006-16769号公報Japanese Unexamined Patent Publication No. 2006-16769 特開2008-95366号公報Japanese Unexamined Patent Publication No. 2008-95366

前記特許文献1~3に開示された木材の接合工法・構造はいずれも、形状記憶合金からなる接合具の形状回復力が、木材同士の接合面を圧接する方向(接合面に直交する方向)には作用するが、接合面と平行する方向のずれに対しては有効に作用しないような構成になっている。 In all of the wood joining methods and structures disclosed in Patent Documents 1 to 3, the direction in which the shape recovery force of the joining tool made of a shape memory alloy presses against the joining surfaces of the woods (direction orthogonal to the joining surfaces). However, it is configured so that it does not effectively act on the deviation in the direction parallel to the joint surface.

また、いずれも所定温度(変態温度)以上に加熱することで形状を回復する形状記憶合金を利用しているため、接合箇所の変形後に所望の形状を回復するには、接合箇所を局部的に再加熱する必要がある。しかし、かかる金属を建物の構造体の接合具として採用するのは、再加熱が困難なため現実的ではない。 In addition, since all of them use shape memory alloys that recover their shape by heating to a predetermined temperature (transformation temperature) or higher, in order to recover the desired shape after deformation of the joint, the joint should be locally restored. Needs to be reheated. However, it is not realistic to use such metal as a fitting for building structures because it is difficult to reheat.

本願が開示する発明は前述のような事情に鑑みてなされたものであり、接合面と平行する方向のずれに対し、常温下でも高い変形追従性を発揮して接合箇所の損壊を防止するとともに、変形後の優れた形状回復力によって接合箇所の強度を好適に保持し得る木材の接合具と、かかる接合具を利用した木材の接合構造を提供することを目的とする。 The invention disclosed in the present application has been made in view of the above-mentioned circumstances, and exhibits high deformation followability even at room temperature with respect to a deviation in the direction parallel to the joint surface to prevent damage to the joint portion. It is an object of the present invention to provide a wood joining tool capable of suitably maintaining the strength of a joint portion by an excellent shape recovery force after deformation, and a wood joining structure using such a joining tool.

併せて、該接合構造の具体的態様としての面材耐力壁も開示する。 At the same time, a face material bearing wall as a specific embodiment of the joint structure is also disclosed.

なお、本願が開示する発明が適用される「木材」には、天然木材からなる無垢材、合板、集成材等の他、樹脂含浸木材や、木材に類似した材質特性を有する各種の樹脂系部材、さらにはそれらの複合部材等も包含するものとする。 The "wood" to which the invention disclosed in the present application is applied includes solid wood made of natural wood, plywood, laminated wood, resin-impregnated wood, and various resin-based members having material characteristics similar to wood. Further, those composite members and the like are also included.

前述の目的を達成するために、本願が開示する発明に係る木材の接合具は、直棒状の胴部と、その一端に形成された頭部とを有する外形をなし、前記胴部の少なくとも一部分が超弾性合金によって形成されている、との基本的構成を採用する。超弾性合金によって形成された胴部が外的荷重に対して高い変形追従性を発揮し、大きな変形が生じても除荷後には元の形状に回復することで、接合箇所を良好な状態に保持する。 In order to achieve the above-mentioned object, the wood joining tool according to the invention disclosed in the present application has an outer shape having a straight rod-shaped body portion and a head formed at one end thereof, and at least a part of the body portion. Is formed of a superelastic alloy, and adopts the basic configuration. The body formed of the superelastic alloy exhibits high deformation followability to external loads, and even if large deformation occurs, it recovers to its original shape after unloading, so that the joints are in good condition. Hold.

さらに、本願が開示する発明の木材の接合具は、前記超弾性合金によって形成された部分に易変形部が設けられている、との付加的構成を採用する。胴部の適切な位置に設けた易変形部に局所的な変形を誘導することで、大きい荷重が作用したときの変形形態を最適化することができる。 Further, the wood joining tool of the invention disclosed in the present application adopts an additional configuration in which a easily deformable portion is provided in a portion formed of the superelastic alloy. By inducing local deformation to the easily deformable portion provided at an appropriate position on the body portion, it is possible to optimize the deformation form when a large load is applied.

前記易変形部は、例えば前記胴部の断面積を小さくすることにより形成することができる。また、前記易変形部は、当該易変形部を挟む両側部分または当該易変形部の片側部分に補強用の筒体を挿装して形成することができる。あるいは、当該易変形部を挟む両側部分または当該易変形部の片側部分の外周面に補強用の被覆を施して形成することができる。 The easily deformable portion can be formed, for example, by reducing the cross-sectional area of the body portion. Further, the easily deformable portion can be formed by inserting a reinforcing cylinder into both side portions sandwiching the easily deformable portion or one side portion of the easily deformable portion. Alternatively, it can be formed by applying a reinforcing coating to the outer peripheral surfaces of both side portions sandwiching the easily deformable portion or one side portion of the easily deformable portion.

さらにまた、前記易変形部は、当該易変形部を挟む両側部分または当該易変形部の片側部分が当該易変形部よりも相対的に高強度となるように、前記胴部の材質を変性して形成することもできる。 Furthermore, the easily deformable portion modifies the material of the body portion so that both side portions sandwiching the easily deformable portion or one side portion of the easily deformable portion has relatively higher strength than the easily deformable portion. Can also be formed.

一方、本願が開示する発明に係る木材の接合構造は、前述のように構成される接合具の胴部が、二つ以上の木材同士の接合面に交差するように配置されて、前記木材同士が接合されている、ものとして特徴づけられる。この構成によれば、木材同士が接合面と平行する方向にずれた場合でも、接合面を跨ぐ部分の胴部だけが柔軟に変形してエネルギーを吸収するので、木材へのめり込み、パンチングアウト、接合具の破断等による接合箇所の損壊が生じにくくなって、接合箇所の強度が好適に保持される。 On the other hand, in the wood joining structure according to the invention disclosed in the present application, the body of the joining tool configured as described above is arranged so as to intersect the joining surface of two or more woods, and the woods are arranged with each other. Is characterized as being joined. According to this configuration, even if the wood is displaced in the direction parallel to the joint surface, only the body of the part straddling the joint surface is flexibly deformed to absorb energy, so that the wood is sunk into the wood, punched out, and joined. The joint is less likely to be damaged due to breakage of the tool, and the strength of the joint is suitably maintained.

この木材の接合構造においては、前記易変形部が前記接合面との交差部分に設けられているのが特に好ましい。 In this wood joining structure, it is particularly preferable that the easily deformable portion is provided at the intersection with the joining surface.

また、前記接合具の頭部側に位置する木材の厚さが、他側に位置する木材の厚さよりも小さくなるのも好ましい。 Further, it is also preferable that the thickness of the wood located on the head side of the joining tool is smaller than the thickness of the wood located on the other side.

したがって、接合される木材が木造建物の面材耐力壁を構成する構造用軸材と構造用合板であり、前記接合具が釘状の外形をなすものであって、前記構造用軸材と前記構造用合板との接合面に交差する胴部の一部分が超弾性合金によって形成されている構成は、この接合構造の優れた作用効果を特に活かすことができるものとなる。 Therefore, the timber to be joined is a structural shaft material and a structural plywood constituting the face material bearing wall of the wooden building, and the joint has a nail-like outer shape, and the structural shaft material and the said The structure in which a part of the body portion intersecting the joint surface with the structural plywood is formed of a superelastic alloy makes it possible to particularly utilize the excellent action and effect of this joint structure.

前述のように構成される木材の接合具は、胴部の少なくとも一部分が超弾性合金によって形成されているので、当該部分は常温下でも高い変形追従性を発揮し、大きな変形が生じても除荷後には元の形状に回復する。 Since at least a part of the body of the wood jointer constructed as described above is made of a superelastic alloy, the part exhibits high deformation followability even at room temperature and removes even if a large deformation occurs. After loading, it recovers to its original shape.

かかる接合具の胴部を木材同士の接合面に交差するように配置した木材の接合構造によれば、木材同士が接合面と平行する方向にずれた場合でも、接合面を跨ぐ部分の胴部だけが柔軟に変形してエネルギーを吸収するので、木材へのめり込み、パンチングアウト、接合具の破断等による接合箇所の損壊が生じにくくなって、接合箇所の強度が好適に保持される。 According to the wood joining structure in which the body of the joiner is arranged so as to intersect the joint surface of the wood, the body of the portion straddling the joint surface even if the wood is displaced in the direction parallel to the joint surface. Since only the joint flexibly deforms and absorbs energy, the joint is less likely to be damaged due to sinking into the wood, punching out, breakage of the joint, etc., and the strength of the joint is suitably maintained.

さらに、接合具の胴部に易変形部を設け、その易変形部を木材同士の接合面を跨ぐように配置した木材の接合構造によれば、前述の効果をさらに高めることができる。 Further, according to the wood joining structure in which the easily deformable portion is provided on the body of the joiner and the easily deformable portion is arranged so as to straddle the joint surface between the woods, the above-mentioned effect can be further enhanced.

従来一般の木材の接合構造における問題点を説明する接合箇所の断面図であり、(a)は通常時、(b)は変形時、(c)は変形後の状態をそれぞれ示す。It is sectional drawing of the joint part explaining the problem in the joint structure of the conventional general wood, (a) shows the normal time, (b) shows the state at the time of deformation, and (c) shows the state after deformation. 本願が開示する発明に係る木材の接合構造の基本的構成と作用効果を説明する接合箇所の断面図であり、(a)は通常時、(b)は変形時、(c)は変形後の状態をそれぞれ示す。It is sectional drawing of the joint part explaining the basic structure and the action | action | effect of the wood joint structure which concerns on the invention disclosed in this application, (a) is a normal time, (b) is a deformation time, (c) is a deformation. Each state is shown. 本願が開示する発明に係る木材の接合具に採用する易変形部の実施形態を示す部分側面図である。It is a partial side view which shows the embodiment of the easily deformable part adopted for the wood joining tool which concerns on the invention disclosed in this application. 易変形部の他の実施形態を示す部分側面図および接合箇所の断面図である。It is a partial side view which shows the other embodiment of the easily deformed part, and is the sectional view of the joint part. 易変形部のさらに他の実施形態を示す接合箇所の断面図である。It is sectional drawing of the joint part which shows still another embodiment of the easily deformable part. 易変形部のさらに他の実施形態を示す接合箇所の断面図である。It is sectional drawing of the joint part which shows still another embodiment of the easily deformable part.

以下、本願が開示する発明の実施形態について、図面を参照しつつ説明する。なお、以下に説明する実施形態について、図1に示した従来の木材の接合構造と共通する構成要素には同一の符号を付す。また、複数の実施形態について説明する際には、機能または作用が共通する構成要素に同一の数字符号を付して、後述の実施形態における重複説明を簡略化する。 Hereinafter, embodiments of the invention disclosed in the present application will be described with reference to the drawings. In addition, in the embodiment described below, the same reference numerals are given to the components common to the conventional wood joining structure shown in FIG. Further, when a plurality of embodiments are described, the same numerical reference numerals are given to the components having a common function or action to simplify the duplicate description in the embodiments described later.

図2は、本願が開示する発明に係る木材の接合構造の、基本的な構成および作用効果を説明する図である。図示した接合構造は、図1と同じく、木造建物の面材耐力壁における軸材2と合板3との接合箇所である。軸材2および合板3は、図1に示した従来一般のものと特に差異はない。それらを接合する接合具1も、直棒状の胴部11と、胴部11の一端に形成された頭部12と、胴部11の他端に形成された尖先部13と、を有する釘状の外形をなしており、これも外形的には従来一般の木材用丸釘と大差ない。ただし、本願が開示する発明は、少なくともその胴部11に超弾性合金が用いられている点を特徴としている。 FIG. 2 is a diagram illustrating the basic configuration and action / effect of the wood joint structure according to the invention disclosed in the present application. The illustrated joint structure is the joint portion between the shaft member 2 and the plywood 3 in the face material bearing wall of the wooden building, as in FIG. 1. The shaft member 2 and the plywood 3 are not particularly different from the conventional general ones shown in FIG. The joining tool 1 for joining them is also a nail having a straight rod-shaped body portion 11, a head portion 12 formed at one end of the body portion 11, and a tip portion 13 formed at the other end of the body portion 11. It has an outer shape, which is not much different from the conventional round nails for wood. However, the invention disclosed in the present application is characterized in that a superelastic alloy is used at least for the body portion 11.

超弾性合金は、一般的な鋼材等の弾性域の10倍程度の塑性ひずみ(非線形ひずみ)を生じさせても、除荷後には塑性ひずみが消失して、常温下で元の形状に戻る特性を有する金属であり、ゴム合金とも呼ばれる。その回復ひずみ(形状回復率)は概ね5%以上で、7~8%に及ぶものもある。現状ではニッケル-チタン基合金、あるいは銅-アルミニウム-マンガン系合金や、鉄-ニッケル-コバルト-アルミニウム系合金、その他、チタン、クロム、バナジウム等を適宜組み合わせた合金等が実用化されている。ただし、本願が開示する発明は、超弾性合金の詳細な組成や強度特性を限定するものではない。 Superelastic alloys have the property that even if they generate plastic strain (non-linear strain) that is about 10 times the elastic range of general steel materials, the plastic strain disappears after unloading and returns to the original shape at room temperature. It is a metal having a plasticity, and is also called a rubber alloy. The recovery strain (shape recovery rate) is generally 5% or more, and some range to 7 to 8%. At present, nickel-titanium-based alloys, copper-aluminum-manganese-based alloys, iron-nickel-cobalt-aluminum-based alloys, and other alloys in which titanium, chromium, vanadium, etc. are appropriately combined have been put into practical use. However, the invention disclosed in the present application does not limit the detailed composition and strength characteristics of the superelastic alloy.

本願が開示する発明に係る接合具1は、胴部11の少なくとも一部分、より詳細には、軸材2と合板3との接合面4に交差する部分を含む適宜範囲ないし胴部11の全体が、この超弾性合金によって形成されているものとして特徴づけられる。 The joining tool 1 according to the invention disclosed in the present application includes at least a part of the body portion 11, more specifically, an appropriate range including a portion intersecting the joint surface 4 between the shaft member 2 and the plywood 3, or the entire body portion 11. , Characterized as being formed by this superelastic alloy.

この構成によれば、同図(a)に示す通常時の状態から、同図(b)に示すように、軸材2と合板3とが外的荷重によって接合面4と平行にずれたとき、接合面4に交差する部分の胴部11が大きく屈曲変形してエネルギーを吸収する。この屈曲変形が、軸材2や合板3へのめり込みよりも先行して生じることで、胴部11全体の傾きが小さくなり、軸材2や合板3に形成される隙間5を小さくする。さらに、接合具1が変形して軸材2から抜けたり、接合具1の一部が破断したり、接合具1の頭部12が合板3にめり込んでパンチングアウトしたりする応力限界も高くなって、接合箇所の損壊が生じにくくなる。 According to this configuration, when the shaft member 2 and the plywood 3 are displaced in parallel with the joint surface 4 due to an external load, as shown in the figure (b), from the normal state shown in the figure (a). , The body portion 11 of the portion intersecting the joint surface 4 is greatly bent and deformed to absorb energy. Since this bending deformation occurs prior to the sinking into the shaft member 2 and the plywood 3, the inclination of the entire body portion 11 is reduced, and the gap 5 formed in the shaft member 2 and the plywood 3 is reduced. Further, the stress limit at which the joining tool 1 is deformed and comes off from the shaft member 2, a part of the joining tool 1 is broken, or the head portion 12 of the joining tool 1 is sunk into the plywood 3 and punched out is also increased. Therefore, the joint is less likely to be damaged.

そして、同図(c)に示すように、除荷によってずれが戻ると、接合具1自体も変形せずに元の形状を回復する。この変形~回復作用は、繰り返しの荷重に対しても反復的に得られる。かくして、接合箇所の強度が好適に保持されることとなる。 Then, as shown in FIG. 3C, when the displacement is restored by the unloading, the joining tool 1 itself is not deformed and the original shape is restored. This deformation-recovery action is repeatedly obtained even with repeated loads. Thus, the strength of the joint is suitably maintained.

この接合構造では、胴部11における接合面4との交差部分が、他の部位に比べて特に変形しやすくなっていると、より好ましい。そこで、この発明は、当該部分に変形を誘導するための易変形部を設ける構成も採用する。その実施形態を図3~図6に示す。 In this joint structure, it is more preferable that the intersecting portion of the body portion 11 with the joint surface 4 is particularly easily deformed as compared with other portions. Therefore, the present invention also adopts a configuration in which an easily deformable portion for inducing deformation is provided in the portion. The embodiment is shown in FIGS. 3 to 6.

図3(a)に示す形態は、胴部11の外周面に側面視円弧状のくびれ14を設けて、当該部分の断面積を小さくすることにより易変形部としたものである。また、図3(b)に示す形態は、胴部11の外周面に側面視V字状のくびれ14を設けて、当該部分の断面積を小さくすることにより易変形部としたものである。これらのくびれ14は胴部11の外周面に沿って帯状に連続しているが、外周方向に連続しない適宜の欠込や切削加工等によって当該部分の断面積を局所的に減じることにより易変形部とすることも可能である。なお、接合具の設計に際しては、この易変形部で所要のせん断強度および引張強度を負担できるように、胴部11の材質や断面寸法が設計されているのが望ましい。 In the form shown in FIG. 3A, a side view arc-shaped constriction 14 is provided on the outer peripheral surface of the body portion 11 to reduce the cross-sectional area of the portion to make it an easily deformable portion. Further, in the form shown in FIG. 3B, a V-shaped constriction 14 in a side view is provided on the outer peripheral surface of the body portion 11 to reduce the cross-sectional area of the portion to make it an easily deformable portion. These constrictions 14 are continuous in a band shape along the outer peripheral surface of the body portion 11, but are easily deformed by locally reducing the cross-sectional area of the portion by appropriate notches or cutting processes that are not continuous in the outer peripheral direction. It is also possible to make a department. When designing the joint, it is desirable that the material and cross-sectional dimensions of the body portion 11 are designed so that the easily deformable portion can bear the required shear strength and tensile strength.

図4に示す形態は、胴部11の外側に補強用の筒体15を挿装し、その所定位置を分割することで、当該分割位置16を易変形部としたものである。筒体15は、胴部11に挿装されてから分割されてもよいし、別々の筒体15を胴部11に挿装して、それらの間に微小な隙間を設けるようにしてもよい。この筒体15には、薄い金属製パイプや硬質樹脂製パイプ等を利用することができる。また、胴部11の外周面と筒体15の内周面に適宜の加工を施したり、接着剤を改装させたりして、胴部11と筒体15との一体化を図るのも好ましい。 In the form shown in FIG. 4, a reinforcing cylinder 15 is inserted on the outside of the body portion 11 and a predetermined position thereof is divided to make the divided position 16 an easily deformable portion. The cylinder body 15 may be inserted into the body portion 11 and then divided, or separate cylinder bodies 15 may be inserted into the body portion 11 to provide a minute gap between them. .. A thin metal pipe, a hard resin pipe, or the like can be used for the cylinder 15. Further, it is also preferable to appropriately process the outer peripheral surface of the body portion 11 and the inner peripheral surface of the cylinder body 15 or to remodel the adhesive to integrate the body portion 11 and the cylinder body 15.

図5に示す形態は、易変形部とすべき箇所を挟む両側部分の外周面に補強用の被覆17を施したものである。易変形部とすべき箇所をあらかじめ帯状にマスキング(図示せず)しておき、その両側に金属メッキや硬化性の樹脂塗料等からなる被覆17を形成した後、マスキングを取り除けば、被覆17のない部分が易変形部となる。 In the form shown in FIG. 5, a reinforcing coating 17 is applied to the outer peripheral surfaces of both side portions sandwiching the portion to be easily deformed. If the portion to be easily deformed is masked in a band shape (not shown) in advance, a coating 17 made of metal plating, a curable resin paint, or the like is formed on both sides thereof, and then the masking is removed, the coating 17 can be formed. The part that does not exist is the easily deformed part.

なお、胴部11の外側に補強用の筒体15を挿装したり、胴部11の外周面に補強用の被覆17を施したりして易変形部を形成する場合、図6(a)または(b)に示すように、その筒体15や被覆17を、易変形部とすべき箇所の片側(頭部12側または尖先部13側)部分にのみ設けるようにしてもよい。 When the easily deformable portion is formed by inserting a reinforcing cylinder 15 on the outside of the body portion 11 or applying a reinforcing coating 17 on the outer peripheral surface of the body portion 11, FIG. 6A is shown. Alternatively, as shown in (b), the tubular body 15 or the coating 17 may be provided only on one side (head 12 side or tip 13 side) of the portion to be easily deformed.

また、図示は省くが、局所的な熱処理加工や鍛造加工等によって、易変形部よりも、その両側部分または片側部分のほうが相対的に高強度(高硬度)となるように、胴部11の材質を変性させることも可能である。 Further, although not shown, the body portion 11 has a relatively high strength (high hardness) on both side portions or one side portion thereof than on the easily deformed portion due to local heat treatment processing, forging processing, or the like. It is also possible to modify the material.

なお、図2~図6に例示した形態では、軸材2と合板3との接合面4に対して胴部11の軸線が垂直に交差しているが、胴部11の軸線は該接合面4に対して斜めに交差していてもよい。)
これらの手段を利用して、胴部11の適切な位置に適切な範囲の易変形部を設ければ、接合面4がずれたときの胴部11の屈曲変形を適切な形態に誘導することができる。また、易変形部を設けることにより、胴部11が軸材2および合板3へめり込むことによって生じる復元力の低下を防止することができる。基本的に易変形部は、胴部11の全長における中間部よりも頭部12側に設けられるほうが、二つの木材に対する接合力のバランスの面で好ましい。換言すると、この接合具1を用いて接合される二つの木材のうち、接合具1の頭部12側に位置する木材の厚さが、他側に位置する木材の厚さよりも小さいほうが、この接合具1の効果がよりよく得られる。さらに、易変形部の範囲(胴部の軸方向における長さ)を、厚さが小さいほうの木材の厚さよりも小さくする方が、変形箇所を限定できて好ましい。
In the embodiment illustrated in FIGS. 2 to 6, the axis of the body 11 intersects the joint surface 4 of the lumber 2 and the plywood 3 perpendicularly, but the axis of the body 11 is the joint surface. It may intersect diagonally with respect to 4. )
If these means are used to provide an easily deformable portion in an appropriate range at an appropriate position of the body portion 11, the bending deformation of the body portion 11 when the joint surface 4 is displaced can be guided to an appropriate form. Can be done. Further, by providing the easily deformable portion, it is possible to prevent a decrease in the restoring force caused by the body portion 11 sinking into the shaft member 2 and the plywood 3. Basically, it is preferable that the easily deformable portion is provided on the head 12 side rather than the intermediate portion in the total length of the body portion 11 in terms of the balance of the bonding force with respect to the two timbers. In other words, of the two pieces of wood joined using this joiner 1, the thickness of the wood located on the head 12 side of the joiner 1 is smaller than the thickness of the wood located on the other side. The effect of the joining tool 1 can be obtained better. Further, it is preferable to make the range of the easily deformable portion (the length of the body portion in the axial direction) smaller than the thickness of the wood having the smaller thickness, because the deformable portion can be limited.

これらの作用効果に鑑みれば、柱、梁その他の構造用軸材からなる枠体に構造用合板を接合して形成される木造建物の面材耐力壁において、その接合箇所にこの接合具を採用し、接合具の胴部における、構造用軸材と構造用合板との接合面に交差する部分に超弾性合金からなる易変形部を設ける構成は、きわめて有益であり、実用性に優れる。 In view of these effects, this joint is used for the bearing wall of the face material of a wooden building formed by joining structural plywood to a frame made of columns, beams and other structural shafts. However, a configuration in which a easily deformable portion made of a superelastic alloy is provided at a portion of the body of the joiner that intersects the joint surface between the structural shaft material and the structural plywood is extremely useful and excellent in practicality.

なお、本願が開示する発明の技術的範囲は、例示した実施の形態によって限定的に解釈されるべきものではなく、特許請求の範囲の記載に基づいて概念的に解釈されるべきものである。本願が開示する発明の実施に際しては、特許請求の範囲において具体的に特定していない構成要素の形状、構造、材質、数量、接合形態、相対的な位置関係等を、例示形態と実質的に同等以上の作用効果が得られる範囲内で適宜、改変することが可能である。 It should be noted that the technical scope of the invention disclosed in the present application should not be construed in a limited manner by the illustrated embodiment, but should be conceptually construed based on the description of the scope of claims. In carrying out the invention disclosed in the present application, the shape, structure, material, quantity, joining form, relative positional relationship, etc. of the components which are not specifically specified in the claims are substantially described as the exemplary form. It can be appropriately modified within the range in which the same or higher effects can be obtained.

特に接合具の形態については、前述した釘状の形態だけでなく、接合される木材の形状や接合部位に応じて、例えばコーススレッドのような長寸の木ねじ、ナット締結される長寸のボルト軸部、といった形態への適用も可能である。さらには、タッカー針(ステープル)や“かすがい”等、二つの部材の接合面に交差するように配置される様々な形態の接合具にも適用可能である。 In particular, regarding the form of the joining tool, not only the above-mentioned nail-shaped form, but also a long wood screw such as a course thread or a long bolt to be fastened with a nut, depending on the shape of the wood to be joined and the joining site. It can also be applied to forms such as shafts. Furthermore, it can be applied to various forms of joining tools such as tacker needles (staples) and "shavings" that are arranged so as to intersect the joining surfaces of two members.

本願が開示する発明は、木材またはこれに類する木質材の様々な接合箇所に利用することができる。 The invention disclosed in the present application can be used for various joints of wood or similar wood materials.

1 接合具
11 胴部
12 頭部
13 尖先部
14 くびれ(易変形部)
15 筒体
16 分割位置(易変形部)
17 被覆
2 軸材
3 合板
4 接合面
5 隙間
9 釘
91 胴部
92 頭部
1 Joiner 11 Body 12 Head 13 Tip 14 Constriction (easily deformed part)
15 Cylinder 16 Divided position (easy deformation part)
17 Cover 2 Shaft 3 Plywood 4 Joint surface 5 Gap 9 Nail 91 Body 92 Head

Claims (11)

直棒状の胴部と、その一端に形成された頭部とを有する外形をなし、
前記胴部の少なくとも一部分が超弾性合金によって形成されている
ことを特徴とする木材の接合具。
It has an outer shape with a straight rod-shaped body and a head formed at one end thereof.
A wood joiner characterized in that at least a portion of the body is made of a superelastic alloy.
請求項1に記載された木材の接合具において、
前記超弾性合金によって形成された部分に易変形部が設けられている
ことを特徴とする木材の接合具。
In the wood joining tool according to claim 1,
A wood joining tool characterized in that a easily deformable portion is provided in a portion formed of the superelastic alloy.
請求項2に記載された木材の接合具において、
前記易変形部は、前記胴部の断面積を小さくすることにより形成されている
ことを特徴とする木材の接合具。
In the wood joining tool according to claim 2,
The easily deformable portion is a wood joining tool characterized in that it is formed by reducing the cross-sectional area of the body portion.
請求項2に記載された木材の接合具において、
前記易変形部は、当該易変形部を挟む両側部分または当該易変形部の片側部分に補強用の筒体を挿装して形成されている
ことを特徴とする木材の接合具。
In the wood joining tool according to claim 2,
The easily deformable portion is a wood joining tool formed by inserting a reinforcing cylinder into both side portions sandwiching the easily deformable portion or one side portion of the easily deformable portion.
請求項2に記載された木材の接合具において、
前記易変形部は、当該易変形部を挟む両側部分または当該易変形部の片側部分の外周面に補強用の被覆を施して形成されている
ことを特徴とする木材の接合具。
In the wood joining tool according to claim 2,
The easily deformable portion is a wood joining tool characterized in that the outer peripheral surface of both side portions sandwiching the easily deformable portion or one side portion of the easily deformable portion is coated with a reinforcing coating.
請求項2に記載された木材の接合具において、
前記易変形部は、当該易変形部を挟む両側部分または当該易変形部の片側部分が当該易変形部よりも相対的に高強度となるように、前記胴部の材質を変性して形成されている
ことを特徴とする木材の接合具。
In the wood joining tool according to claim 2,
The easily deformable portion is formed by modifying the material of the body portion so that both side portions sandwiching the easily deformable portion or one side portion of the easily deformable portion have relatively higher strength than the easily deformable portion. A wood joint that is characterized by being
請求項1~6のいずれか一項に記載された木材の接合具の胴部が、二つ以上の木材同士の接合面に交差するように配置されて、前記木材同士が接合されている
ことを特徴とする木材の接合構造。
The body of the wood joining tool according to any one of claims 1 to 6 is arranged so as to intersect the joining surface of two or more woods, and the woods are joined to each other. A wood joint structure characterized by.
請求項2~6のいずれか一項を引用する請求項7に記載された木材の接合構造において、
前記易変形部が前記接合面との交差部分に設けられている
ことを特徴とする木材の接合構造。
In the wood joining structure according to claim 7, which cites any one of claims 2 to 6.
A wood joint structure characterized in that the easily deformable portion is provided at an intersection with the joint surface.
請求項7または8に記載された木材の接合構造において、
前記接合具の頭部側に位置する木材の厚さが、他側に位置する木材の厚さよりも小さい
ことを特徴とする木材の接合構造。
In the wood joint structure according to claim 7 or 8.
A wood joining structure characterized in that the thickness of the wood located on the head side of the joining tool is smaller than the thickness of the wood located on the other side.
請求項7または8に記載された木材の接合構造において、
接合される木材が木造建物の面材耐力壁を構成する構造用軸材と構造用合板であり、
前記接合具が釘状の外形をなすものである
ことを特徴とする木材の接合構造。
In the wood joint structure according to claim 7 or 8.
The timber to be joined is the structural shaft material and structural plywood that make up the face material bearing wall of the wooden building.
A wood joining structure characterized in that the joining tool has a nail-shaped outer shape.
柱、梁その他の構造用軸材からなる枠体と構造用合板とが釘状の接合具を介して接合される面材耐力壁において、
前記接合具は、少なくとも前記構造用軸材と前記構造用合板との接合面に交差する胴部の一部分が超弾性合金によって形成されている
ことを特徴とする面材耐力壁。
In a face material bearing wall where a frame made of columns, beams and other structural shafts and structural plywood are joined via nail-shaped joints.
The joint is a face material bearing wall characterized in that at least a part of a body portion intersecting a joint surface between the structural shaft material and the structural plywood is formed of a superelastic alloy.
JP2020112703A 2020-06-30 2020-06-30 Joint tool of wood, joint structure of wood, and face material bearing wall Pending JP2022011513A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2020112703A JP2022011513A (en) 2020-06-30 2020-06-30 Joint tool of wood, joint structure of wood, and face material bearing wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2020112703A JP2022011513A (en) 2020-06-30 2020-06-30 Joint tool of wood, joint structure of wood, and face material bearing wall

Publications (1)

Publication Number Publication Date
JP2022011513A true JP2022011513A (en) 2022-01-17

Family

ID=80148242

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2020112703A Pending JP2022011513A (en) 2020-06-30 2020-06-30 Joint tool of wood, joint structure of wood, and face material bearing wall

Country Status (1)

Country Link
JP (1) JP2022011513A (en)

Similar Documents

Publication Publication Date Title
US3432916A (en) Method for making a joint for hardened aluminum tubing
US20180119718A1 (en) Swage lock fasteners
JP2005511308A5 (en)
JPS6162611A (en) Previously formed anchor bolt of one piece
Yun et al. A study on the strength improvement of the multi-bolted joint
JPH02245508A (en) Fastening tool
Adams et al. Joining using adhesives
US8444390B2 (en) Hollow turbine blade
JP2022011513A (en) Joint tool of wood, joint structure of wood, and face material bearing wall
JP4377927B2 (en) Joint structure of wooden building components
JP5682945B2 (en) Fixing structure and fixing method of steel material to reinforced concrete structure
JP4120744B2 (en) Member fastening method
JP4724590B2 (en) Bearing joint and bearing joint bolt
JP4685574B2 (en) High strength bolt friction joints and building steel structures
JP4372208B2 (en) Joint fitting for wood connection reinforcement
JPS63214430A (en) Rod body using composite material
JP2005207016A (en) Buckling restraint brace member
JP2021156330A (en) Blind fastener
US7730839B1 (en) Interfacial stress reduction and load capacity enhancement system
EP3728874B1 (en) Fastener assembly
US11655842B2 (en) Fastener assembly
JP2023046655A (en) Blind fastener
JP6651827B2 (en) Existing steel frame reinforcement structure
Suresh et al. Analysis of Rivets Using Finite Element Analysis
JPS5817058Y2 (en) Steel bar threaded joint device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20221221

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20231013

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20231031

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20231226

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20240123

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20240216

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20240402