JP2008002267A - Joint structure of lumber - Google Patents

Joint structure of lumber Download PDF

Info

Publication number
JP2008002267A
JP2008002267A JP2007245981A JP2007245981A JP2008002267A JP 2008002267 A JP2008002267 A JP 2008002267A JP 2007245981 A JP2007245981 A JP 2007245981A JP 2007245981 A JP2007245981 A JP 2007245981A JP 2008002267 A JP2008002267 A JP 2008002267A
Authority
JP
Japan
Prior art keywords
lumber
lumbers
metal plate
flat end
end surfaces
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.)
Granted
Application number
JP2007245981A
Other languages
Japanese (ja)
Other versions
JP4646959B2 (en
Inventor
Daisuke Katsura
大輔 桂
Kenjiro Takeshita
健二郎 竹下
Yasuki Azuma
泰規 東
Sadakazu Yoda
定和 依田
Toshiyuki Kato
俊行 加藤
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.)
O R S JIMUSHO KK
SAKAKURA KENCHIKU KENKYUSHO KK
Fujita Corp
T Kato Co Ltd
Original Assignee
O R S JIMUSHO KK
SAKAKURA KENCHIKU KENKYUSHO KK
Fujita Corp
T Kato Co 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 O R S JIMUSHO KK, SAKAKURA KENCHIKU KENKYUSHO KK, Fujita Corp, T Kato Co Ltd filed Critical O R S JIMUSHO KK
Priority to JP2007245981A priority Critical patent/JP4646959B2/en
Publication of JP2008002267A publication Critical patent/JP2008002267A/en
Application granted granted Critical
Publication of JP4646959B2 publication Critical patent/JP4646959B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint structure of lumber which is excellent in tensile proof stress, and which has an advantage for the construction of a large-scale wooden building by the use of lumber. <P>SOLUTION: The flat end surfaces 1402 of the ends of each of the two pieces of lumber 14 are confronted with each other, and a metal sheet 36 is put together on the side 1422 of the lumber 14. Then a projection 38 is inserted to a recess 1424. Because of this, the flat end surfaces 1402 of the ends of the two pieces of lumber 14 are joined to each other in a state that they are maintained by being confronted with each other. The projection 38 is constituted by a cylindrical wall having a cylindrical surface of smaller outer diameter than the inner diameter of the recess 1424, and a taper part is formed at the tip of the cylindrical wall. The outer diameter of the taper part becomes smaller toward its tip. Then the projection 38 is fixed to the metal sheet 36 with a pitch of which the dimension is smaller than that of the pitch of the recess 1424 formed in each of the lumber 14 in a state that the flat end surfaces 1402 of the ends of the two pieces of lumber 14 are confronted with each other. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は引っ張りに対しての耐力に優れる製材の接合構造に関する。   The present invention relates to a joining structure of lumber having excellent resistance to pulling.

近年、ドームなどの大規模な木造建築物が建てられているが、それらの多くは集成材が用いられている。
集成材は接着剤で木材を貼り合わせて構成されており、建物完成後にホルムアルデヒドなどのVOCが放出される。
近年、建材に含まれるVOCが建物完成後に徐々に放出され、室内の空気環境を悪化させ、シックハウス症候群など、人体に影響を及ぼす事態となっている。
In recent years, large-scale wooden buildings such as domes have been built, but many of them use laminated timber.
The laminated wood is composed of wood bonded with an adhesive, and VOC such as formaldehyde is released after the building is completed.
In recent years, VOCs contained in building materials are gradually released after the building is completed, which deteriorates the indoor air environment and affects the human body such as sick house syndrome.

そこで、集成材ではなく製材(原木を鋸引きしたもの)を用いれば、VOCの問題を解決できると考えられる。
しかしながら、集成材を製材に置き換えると他の不具合が生じる。
すなわち、大規模な木造建築物の場合、多数の箇所において製材の端部が突き付けられて接合されるが、製材が突き付けられて接合されると次のような不具合が生じる。
第1に、製材は使用される際に自然乾燥および人工乾燥が行なわれるが、この乾燥の過程で木材にひびが入ることは不可避である。割れは木口からみると、木材の年輪の中心から外周部に向けて年輪と直交する方向に入ることが多い。そのため、突き付けられた箇所に力が加わると、木を引き裂く方向(引っ張り方向)に力が働き、この時木材に割れが存在すると、耐力の低下が大きい。また、割れが存在しなくても、木材の引っ張りに対する耐力は、圧縮に対する耐力などと比較して元々小さい。
Therefore, it is considered that the problem of VOC can be solved by using lumber (rawed raw wood) instead of laminated lumber.
However, replacing the laminated lumber with lumber will cause other problems.
That is, in the case of a large-scale wooden building, the ends of the lumber are abutted and joined at a number of locations, but when the lumber is abutted and joined, the following problems occur.
First, when the lumber is used, it is naturally dried and artificially dried, but it is inevitable that the wood will crack during this drying process. When viewed from the mouth, cracks often enter a direction perpendicular to the annual ring from the center of the annual ring of the wood toward the outer periphery. Therefore, when force is applied to the struck portion, the force acts in the direction of tearing the tree (the pulling direction). If cracks exist in the wood at this time, the yield strength is greatly reduced. Even if there is no crack, the strength against pulling of wood is originally smaller than the strength against compression.

第2に、突き付けられた箇所では、木材の切断を精度良く行なったとしても、その後の木材の膨張、収縮、曲げ、反りなどの変形により、木材どうしの接触面に隙間ができてしまう場合が多い。その隙間に対し、エポキシ樹脂などを注入することが一般的に行なわれているが、前述のVOCの観点から問題が残る。
第3に、従来の製材の接合技術では、圧縮に対する耐力に優れるものの、引っ張りに対して耐力に優れたものがない。(特許文献1、特許文献2、特許文献3、特許文献4参照)。
特開平10−025810号公報 特開平10−025812号公報 特開2002−115339号公報 特開2002−038591号公報
Second, even if the wood is cut accurately at the abutted portion, a gap may be formed on the contact surface between the woods due to deformation such as subsequent expansion, contraction, bending, warping, etc. of the wood. Many. In general, an epoxy resin or the like is injected into the gap, but a problem remains from the viewpoint of the VOC described above.
Thirdly, conventional lumber joining techniques have excellent resistance to compression, but none have excellent resistance to tension. (See Patent Document 1, Patent Document 2, Patent Document 3, and Patent Document 4).
Japanese Patent Laid-Open No. 10-025810 Japanese Patent Laid-Open No. 10-025812 JP 2002-115339 A JP 2002-038591 A

本発明は前記事情に鑑み案出されたものであって、本発明の目的は、引っ張りに対する耐力に優れ、製材を用いて大規模な木造建築物を建てる場合に有利な製材の接合構造を提供することにある。   The present invention has been devised in view of the above circumstances, and an object of the present invention is to provide a lumber joining structure that is excellent in pulling resistance and is advantageous when a large-scale wooden building is built using lumber. There is to do.

前記目的を達成するため本発明は、2本の製材の長手方向の端部を突き付け治具を用いて接合する構造であって、2本の製材は、これら2本の製材の端部の平坦な端面を突き合わせた状態で互いに同一面上を延在する側面を有し、前記同一面上を延在する各製材の側面にそれぞれ凹部が設けられ、前記突き付け治具は、前記同一面上を延在する各製材の側面に合わされる金属板と、前記金属板に設けられ前記凹部に挿入可能な2つの突起とで構成され、前記突起は、2本の製材の端部の平坦な端面を突き合わせた状態で、各製材に形成された前記凹部のピッチよりも小さい寸法のピッチで前記金属板に設けられ、前記2本の製材は、2本の製材の端部の平坦な端面が突き合わされ、前記製材の側面に前記金属板が合わされ、かつ、前記突起が凹部に挿入され、これにより前記2本の製材の端部の平坦な端面は突き合わされた状態に維持されて接合され、前記凹部は、内周面を有する円形の凹部であり、前記突起は、前記凹部の内径よりも小さい外径の円筒面を有し、前記円筒面の先部には、その先端に至るにつれて外径が小さくなるテーパ部が形成されていることを特徴とする。   In order to achieve the above object, the present invention has a structure in which the ends of two lumbers in the longitudinal direction are joined using an abutting jig, and the two lumbers are flat at the ends of the two lumbers. Each of the lumbers extending on the same surface is provided with a recess, and the pressing jig is formed on the same surface. It consists of a metal plate fitted to the side of each extending lumber, and two protrusions that are provided on the metal plate and can be inserted into the recess, and the protrusions have flat end surfaces at the ends of the two lumbers. In the state of butting, the metal plate is provided at a pitch smaller than the pitch of the recesses formed in each lumber, and the two lumbers are butted against the flat end surfaces of the two lumber ends. The metal plate is fitted to the side surface of the lumber, and the protrusion is The flat end surfaces of the end portions of the two lumbers are thereby maintained in contact with each other and joined, the concave portion is a circular concave portion having an inner peripheral surface, and the protrusion is It has a cylindrical surface having an outer diameter smaller than the inner diameter of the concave portion, and a tapered portion whose outer diameter decreases toward the tip thereof is formed at the tip of the cylindrical surface.

本発明によれば、引っ張りに対する耐力に優れ、製材を用いて大規模な木造建築物を建てる場合に有利な製材の接合構造が得られる。   ADVANTAGE OF THE INVENTION According to this invention, the joining structure of the lumber which is excellent in the yield strength with respect to a tension | pulling, and is advantageous when constructing a large-scale wooden building using lumber is obtained.

以下、本発明の実施の形態を図面に基づいて詳細に説明する。
まず、参考例1の接合構造から説明する。
図1(A)は参考例1の接合構造の平面図、(B)は同正面図、(C)は断面側面図、図2は参考例1の接合構造の斜視図を示す。
参考例1の接合構造12により、1枚の金属板16と、2本の主ドリフトピン18と、4本の副ドリフトピン20を用いて2本の製材14の長手方向の端部が接合されている。
2本の製材14は断面が矩形の同一断面形状を有しており、長手方向の端部に平坦な端面1402が形成されている。
2本の製材14の端部の端面1402は、2本の製材14が連続状に延在するように、より詳細には、2本の製材の上下の端面が連続するように、かつ、2本の製材の左右の側面が連続するようにそれらの端面1402が突き合わされている。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
First, the joining structure of Reference Example 1 will be described.
1A is a plan view of the joining structure of Reference Example 1, FIG. 1B is a front view thereof, FIG. 1C is a sectional side view, and FIG. 2 is a perspective view of the joining structure of Reference Example 1.
With the joining structure 12 of Reference Example 1, the end portions in the longitudinal direction of the two lumbers 14 are joined using one metal plate 16, two main drift pins 18, and four sub drift pins 20. ing.
The two lumbers 14 have the same cross-sectional shape with a rectangular cross section, and a flat end surface 1402 is formed at the end in the longitudinal direction.
The end surfaces 1402 at the ends of the two lumbers 14 are formed so that the two lumbers 14 extend continuously, more specifically, the upper and lower end surfaces of the two lumbers 14 are continuous, and 2 Their end surfaces 1402 are abutted so that the left and right side surfaces of the book lumber are continuous.

金属板16は、これら突き合わされた2つの端面1402を通り双方の製材14の内部にわたって埋め込まれている。
金属板16は、厚さと、この厚さよりも大きい寸法の幅と、この幅よりも大きい寸法の長さとを有する矩形板状に形成され、金属板16としては、例えば、鉄やステンレス合金、アルミ合金などが用いられる。
金属板16は、各製材14の幅方向の中央を通りその両面が製材14の高さ方向に沿いつつ製材14の長手方向に延在するように配設されている。
なお、金属板16は、例えば、各製材14に形成されたスリット状の溝に端面1402から挿入されることで配設される。
The metal plate 16 is embedded over both the lumbers 14 through the two end surfaces 1402 that are abutted with each other.
The metal plate 16 is formed in a rectangular plate shape having a thickness, a width larger than this thickness, and a length larger than this width. Examples of the metal plate 16 include iron, stainless alloy, and aluminum. An alloy or the like is used.
The metal plate 16 is disposed so that it passes through the center of each lumber 14 in the width direction and both surfaces thereof extend in the longitudinal direction of the lumber 14 along the height direction of the lumber 14.
In addition, the metal plate 16 is arrange | positioned by inserting from the end surface 1402 in the slit-shaped groove | channel formed in each lumber 14, for example.

主ドリフトピン18は、2本の製材14の各端面1402寄り箇所において、製材14の高さ方向の中央箇所を通って幅方向に沿って延在し金属板16をほぼ直角に貫通して配設されている。
副ドリフトピン20は、2本の製材14の各端面1402寄り箇所において、金属板16の厚さ方向の一方の面側と他方の面側で主ドリフトピン18と直交する方向に延在し、言い換えると、金属板16の厚さ方向の一方の面側と他方の面側で高さ方向に沿って延在し、それぞれ端面1402寄りに位置する主ドリフトピン18箇所に接するように配設されている。
なお、主ドリフトピン18と副ドリフトピン20は、金属製、あるいは合成樹脂製であり、予め製材14に形成された孔に挿通して用いられ、断面形状は円形に限定されない。
The main drift pin 18 extends along the width direction through the central portion in the height direction of the lumber 14 at locations near the end faces 1402 of the two lumbers 14 and passes through the metal plate 16 almost at right angles. It is installed.
The sub-drift pin 20 extends in a direction perpendicular to the main drift pin 18 on one surface side and the other surface side in the thickness direction of the metal plate 16 at locations near the end surfaces 1402 of the two lumbers 14. In other words, the metal plate 16 extends along the height direction on one surface side and the other surface side in the thickness direction, and is disposed so as to be in contact with the 18 main drift pins located near the end surface 1402. ing.
The main drift pin 18 and the sub-drift pin 20 are made of metal or synthetic resin, inserted into holes formed in the lumber 14 in advance, and the cross-sectional shape is not limited to a circle.

参考例1の接合構造12に外力としての引っ張り力が作用した場合、金属板16から主ドリフトピン18に力が伝わり、主ドリフトピン18から製材14に支圧で力が伝わる。
そして、主ドリフトピン18から製材14に支圧で力が伝わるのみではなく、主ドリフトピン18から副ドリフトピン20に力が伝わり、副ドリフトピン20からも製材14に支圧で力が伝わる。
したがって、力の伝わりが分散され、製材14の支圧面積が大きくなり、接合部としての耐力を大きくすることができる。
参考例1によれば、引っ張りに対して耐力に優れた製材の接合構造が得られ、したがって、ドームなどのような大規模な木造建築物を製材を用いて構築できるようになり、VOCの問題も解消することができる。
When a tensile force as an external force acts on the joint structure 12 of Reference Example 1, a force is transmitted from the metal plate 16 to the main drift pin 18, and a force is transmitted from the main drift pin 18 to the lumber 14 by a bearing pressure.
The force is not only transmitted from the main drift pin 18 to the lumber 14 by the bearing pressure, but also the force is transmitted from the main drift pin 18 to the sub-drift pin 20, and the force is also transmitted from the sub-drift pin 20 to the lumber 14 by the bearing pressure.
Therefore, the transmission of force is dispersed, the bearing area of the lumber 14 is increased, and the proof stress as a joint can be increased.
According to Reference Example 1, a lumber joining structure having excellent resistance to pulling can be obtained. Therefore, a large-scale wooden building such as a dome can be constructed using lumber, which is a problem of VOC. Can also be resolved.

次に、参考例2の接合構造について説明する。
図3(A)は参考例2の接合構造の平面図、(B)は同正面図、(C)は断面側面図、図4は参考例2の接合構造の斜視図、図5は突起部分の拡大図を示す。
参考例1と同様な箇所、部材に同一の符号を付して説明すると、参考例2の接合構造22により、2つの突き付け治具24を用いて2本の製材14の長手方向の端部が接合されている。
各製材14の端部寄り箇所には、製材14の両側面に開口するように製材14の幅方向に貫通する孔1412が設けられている。
突き付け治具24は、製材14の側面に合わされる金属板26と、金属板26に設けられ孔1412に挿入可能な2つの突起28とで構成されている。参考例2では、突起28は、孔1412よりも直径の小さい円柱で形成され、その先端には、孔1412に突起28が円滑に挿入されるように、先端に至るにつれて次第に直径が小さくなるテーパ部が形成されている。
Next, the joint structure of Reference Example 2 will be described.
3A is a plan view of the joining structure of Reference Example 2, FIG. 3B is a front view thereof, FIG. 4C is a sectional side view, FIG. 4 is a perspective view of the joining structure of Reference Example 2, and FIG. The enlarged view of is shown.
The same parts and members as in Reference Example 1 will be described with the same reference numerals, and the longitudinal ends of the two lumbers 14 using the two abutting jigs 24 by the joining structure 22 of Reference Example 2 will be described. It is joined.
A hole 1412 penetrating in the width direction of the lumber 14 is provided at a location near the end of each lumber 14 so as to open on both side surfaces of the lumber 14.
The abutting jig 24 includes a metal plate 26 that is fitted to the side surface of the lumber 14 and two protrusions 28 that are provided on the metal plate 26 and can be inserted into the holes 1412. In Reference Example 2, the protrusion 28 is formed of a cylinder having a diameter smaller than that of the hole 1412, and the diameter of the protrusion 28 gradually decreases toward the tip so that the protrusion 28 is smoothly inserted into the hole 1412. The part is formed.

突起28は、2本の製材14の端部の平坦な端面1402を突き合わせた状態で、各製材14に形成された孔1412のピッチよりも小さい寸法のピッチで金属板26に固設されている。また、突起28の突出長さは、製材14の幅のほぼ1/4程度の寸法で形成されている。
そして、2本の製材14は、各製材14の端部の平坦な端面1402が突き合わされ、製材14の両側面に金属板26が合わされ、かつ、突起28が孔1412に挿入され、図5に示すように、これにより2本の製材14の平坦な端面1402が突き合わされた状態に維持されるように突起28が機能し、2本の製材14の端部は接合されている。
なお、孔1412に突起28の側面が押し付けられることで突き付け治具24は製材14の側面に装着されるが、この装着をより確実にするため、金属板26から製材14に向けて釘を打ち付けてもよく、あるいは、突き付け治具24を含む製材14の周囲にベルトなどを巻き付けるようにしてもよい。
The projections 28 are fixed to the metal plate 26 at a pitch smaller than the pitch of the holes 1412 formed in each lumber 14 in a state where the flat end surfaces 1402 at the ends of the two lumbers 14 are abutted. . Further, the protruding length of the protrusion 28 is formed with a dimension of about 1/4 of the width of the lumber 14.
The two lumbers 14 have flat end surfaces 1402 at the ends of the lumbers 14 abutted against each other, the metal plates 26 are mated to both side surfaces of the lumbers 14, and the protrusions 28 are inserted into the holes 1412. As shown, the protrusions 28 function so that the flat end surfaces 1402 of the two lumbers 14 are brought into contact with each other, and the ends of the two lumbers 14 are joined.
The pressing jig 24 is mounted on the side surface of the lumber 14 by pressing the side surface of the projection 28 against the hole 1412. To make this mounting more reliable, a nail is driven from the metal plate 26 toward the lumber 14. Alternatively, a belt or the like may be wound around the lumber 14 including the abutting jig 24.

参考例2の接合構造22に外力としての引っ張り力が作用した場合、突起28から製材14に支圧で力が伝わる。
したがって、力の伝わりが分散され、製材14の支圧面積が大きくなり、接合部としての耐力を大きくすることができる。
また、切断の精度にばらつきがあっても、あるいは、木材に変形などが生じても、各製材14の端部の平坦な端面1402は、突起28により突き合わされた状態に維持されるので、各製材14の端部の平坦な端面1402間に隙間が生じることが防止される。
When a tensile force as an external force is applied to the joint structure 22 of Reference Example 2, the force is transmitted from the protrusion 28 to the lumber 14 by a bearing pressure.
Therefore, the transmission of force is dispersed, the bearing area of the lumber 14 is increased, and the proof stress as a joint can be increased.
Further, even if the cutting accuracy varies or the wood is deformed, the flat end surface 1402 at the end of each lumber 14 is maintained in a state of being abutted by the projections 28. A gap is prevented from being generated between the flat end surfaces 1402 at the ends of the lumber 14.

図6は、突き付け治具24の変形例を示している。
この変形例の治具24では、製材14の側面に合わされる金属板26と、金属板26に設けられ孔1412に挿入可能な2つの突起28とで構成されているが、これら金属板26と2つの突起28とは図3、図4に示されるもののように一体に形成されておらず、別体である。
突起28は、孔1412よりも直径の小さい円柱状に形成され、突起28の突出長さは、孔1412の全長にわたって延在する寸法、すなわち、製材14の幅とほぼ同じ寸法で形成されている。
突起28の先端には、孔1412に突起28が円滑に挿入されるように、先端に至るにつれて次第に直径が小さくなるテーパ部が形成されている。
FIG. 6 shows a modification of the abutting jig 24.
The jig 24 according to this modification includes a metal plate 26 fitted to the side surface of the lumber 14 and two protrusions 28 provided on the metal plate 26 and insertable into the holes 1412. The two protrusions 28 are not integrally formed like those shown in FIGS. 3 and 4 and are separate bodies.
The protrusion 28 is formed in a columnar shape having a smaller diameter than the hole 1412, and the protrusion length of the protrusion 28 is formed so as to extend over the entire length of the hole 1412, that is, approximately the same as the width of the lumber 14. .
A tapered portion that gradually decreases in diameter toward the tip is formed at the tip of the projection 28 so that the projection 28 is smoothly inserted into the hole 1412.

金属板26には、2つの突起28がそれぞれ挿入される孔2602が形成され、これら2つの孔2602は、2本の製材14の端部の平坦な端面1402を突き合わせた状態で、各製材14に形成された孔1412のピッチよりも小さい寸法のピッチで形成されている。
そして、2本の製材14は、各製材14の端部の平坦な端面1402が突き合わされ、製材14の両側面に金属板26が合わされ、かつ、突起28が金属板26の孔2602から孔1412に挿入され、これにより2本の製材14の平坦な端面1402が突き合わされた状態に維持されるように突起28が機能し、2本の製材14の端部は接合されている。
このような変形例に係る突き付け治具24を用いても、前記参考例2と同様な効果が奏される。
Holes 2602 into which the two protrusions 28 are inserted are formed in the metal plate 26, and the two holes 2602 are in contact with the flat end surfaces 1402 at the ends of the two lumbers 14. Are formed with a pitch smaller than the pitch of the holes 1412 formed in the above.
In the two lumbers 14, the flat end surfaces 1402 at the ends of the lumbers 14 are abutted, the metal plates 26 are mated to both side surfaces of the lumber 14, and the protrusions 28 are formed from the holes 2602 of the metal plate 26 to the holes 1412. Thus, the projections 28 function so that the flat end surfaces 1402 of the two lumbers 14 are kept in contact with each other, and the ends of the two lumbers 14 are joined.
Even when the abutting jig 24 according to such a modification is used, the same effects as those of the reference example 2 can be obtained.

次に、第1の実施の形態の接合構造について説明する。
図7は第1の実施の形態の接合構造の説明図を示す。
第1の実施の形態の接合構造32により、突き付け治具34を用いて2本の製材14の長手方向の端部が接合されている。
2本の製材14は、これら2本の製材14の端部の平坦な端面1402を突き合わせた状態で互いに同一面上を延在する側面1422を有している。
そして、各製材14の側面1422に、それぞれ内周面を有する円形の凹部1424が設けられている。
Next, the joint structure of the first embodiment will be described.
FIG. 7 is an explanatory diagram of the bonding structure according to the first embodiment.
By the joining structure 32 of the first embodiment, the end portions in the longitudinal direction of the two lumbers 14 are joined using the abutting jig 34.
The two lumbers 14 have side surfaces 1422 that extend on the same plane in a state where the flat end surfaces 1402 at the ends of the two lumbers 14 are abutted.
And the circular recessed part 1424 which has an internal peripheral surface is provided in the side surface 1422 of each lumber 14, respectively.

突き付け治具34は、各製材14の側面に合わされる金属板36と、金属板36に設けられ凹部1424に挿入可能な2つの突起38とで構成されている。
突起38は、凹部1424の内径よりも小さい外径の円筒面を有する円筒壁で構成され、円筒壁の先部には、その先端に至るにつれて外径が小さくなるテーパ部が形成されている。
突起38は、2本の製材14の端部の平坦な端面1402を突き合わせた状態で、各製材14に形成された凹部1424のピッチよりも小さい寸法のピッチで金属板36に固設されている。本実施の形態では、突起38は円形の基板3802の外周から起立するように設けられており、この基板3802は、例えば、ボルトB、ナットNにより金属板36に固定される。
そして、2本の製材14は、各製材14の端部の平坦な端面1402が突き合わされ、製材14の側面1422に金属板36が合わされ、かつ、突起38が凹部1424に挿入され、これにより2本の製材14の端部の平坦な端面1402は突き合わされた状態に維持されて接合されている。
The abutting jig 34 includes a metal plate 36 that is fitted to the side surface of each lumber 14, and two protrusions 38 that are provided on the metal plate 36 and can be inserted into the recess 1424.
The protrusion 38 is formed of a cylindrical wall having a cylindrical surface with an outer diameter smaller than the inner diameter of the recess 1424, and a tapered portion whose outer diameter decreases toward the tip thereof is formed at the tip of the cylindrical wall.
The projections 38 are fixed to the metal plate 36 at a pitch smaller than the pitch of the recesses 1424 formed in each lumber 14 in a state where the flat end surfaces 1402 at the ends of the two lumbers 14 are abutted. . In the present embodiment, the protrusion 38 is provided so as to stand up from the outer periphery of the circular substrate 3802, and the substrate 3802 is fixed to the metal plate 36 by bolts B and nuts N, for example.
In the two lumbers 14, the flat end surface 1402 at the end of each lumber 14 is abutted, the metal plate 36 is mated with the side surface 1422 of the lumber 14, and the protrusion 38 is inserted into the recess 1424, thereby 2 The flat end surface 1402 at the end of the book-made lumber 14 is maintained and joined in a face-to-face state.

第1の実施の形態の接合構造32に外力としての引っ張り力が作用した場合、突起38から製材14に支圧で力が伝わる。
したがって、力の伝わりが分散され、製材14の支圧面積が大きくなり、接合部としての耐力を大きくすることができる。
また、切断の精度にばらつきがあっても、あるいは、木材に変形などが生じても、各製材14の端部の平坦な端面1402は、突起38により突き合わされた状態に維持されるので、各製材14の端部の平坦な端面1402間に隙間が生じることが防止される。
When a tensile force as an external force is applied to the joining structure 32 of the first embodiment, the force is transmitted from the protrusion 38 to the lumber 14 by a bearing pressure.
Therefore, the transmission of force is dispersed, the bearing area of the lumber 14 is increased, and the proof stress as a joint can be increased.
In addition, even if the cutting accuracy varies or the deformation of the wood occurs, the flat end surface 1402 at the end of each lumber 14 is maintained in a state of being abutted by the protrusion 38. A gap is prevented from being generated between the flat end surfaces 1402 at the ends of the lumber 14.

図8は第1の実施の形態の変形例の説明図を示す。
図8に示す変形例では、突き付け治具34Aを用いて4本の製材14の長手方向の端部が接合されている。
4本の製材14のうちの2本ずつの製材14は、それぞれ互いに同軸上に延在するように配置される。説明の便宜上、同軸上に配置される一方の2本の製材14を14Aとし、他方の2本の製材14を14Bとすると、一方の2本の製材14Aは、これら製材14Aの端部の平坦な端面1402を突き合わせた状態で互いに同一面上を延在する側面1422を有し、また、他方の2本の製材14Bも、これら製材14Bの端部の平坦な端面1402を突き合わせた状態で互いに同一面上を延在する側面1422を有し、これら一方の製材14Aの側面1422と他方の製材14Bの側面1422は対向している。
各製材14A、14Bの側面1422に、それぞれ内周面を有する円形の凹部1424が設けられている。
FIG. 8 is an explanatory diagram of a modification of the first embodiment.
In the modification shown in FIG. 8, the end portions in the longitudinal direction of the four lumbers 14 are joined using the abutting jig 34A.
Two of the four lumbers 14 are arranged so as to extend coaxially with each other. For convenience of explanation, if one of the two lumbers 14 arranged on the same axis is 14A and the other two lumbers 14 are 14B, the two two lumbers 14A are flat at the ends of these lumbers 14A. The other two lumbers 14B also have the side surfaces 1422 extending on the same plane with the end surfaces 1402 butted, and the other two lumbers 14B are also in contact with each other with the flat end surfaces 1402 at the ends of the lumbers 14B butting each other. A side surface 1422 extending on the same surface is provided, and the side surface 1422 of the one lumber 14A and the side surface 1422 of the other lumber 14B are opposed to each other.
A circular recess 1424 having an inner peripheral surface is provided on the side surface 1422 of each lumber 14A, 14B.

突き付け治具34Aは、その両面が製材14A、14Bの側面に合わされる金属板36と、金属板36の両面に設けられ凹部1424に挿入可能な4つの突起38とで構成されている。
突起38は、凹部1424の内径よりも小さい外径の円筒面を有する円筒壁で構成され、円筒壁の先部には、その先端に至るにつれて外径が小さくなるテーパ部が形成されている。
突起38は、製材14(より詳細には14A、14A、14B、14B)の端部の平坦な端面1402を突き合わせた状態で、各製材14(より詳細には14A、14B)に形成された凹部1424のピッチよりも小さい寸法のピッチで金属板36に固設されている。本実施の形態では、突起38は円形の基板3802の外周から起立するように設けられており、この基板3802は、例えば、ボルトB、ナットNにより金属板36の両面に固定される。
そして、2本の製材14A、14Bは、各製材14の端部の平坦な端面1402が突き合わされ、製材14A、14Bの側面1422に金属板36の両面が合わされ、かつ、突起38が凹部1424に挿入され、これにより2本の製材14A、14Bの端部の平坦な端面1402は突き合わされた状態に維持されて接合されている。
このような変形例によっても、第1の実施の形態の接合構造32と同様な効果が奏される。
The abutting jig 34 </ b> A includes a metal plate 36 whose both surfaces are aligned with the side surfaces of the lumbers 14 </ b> A and 14 </ b> B, and four protrusions 38 that are provided on both surfaces of the metal plate 36 and can be inserted into the recess 1424.
The protrusion 38 is formed of a cylindrical wall having a cylindrical surface with an outer diameter smaller than the inner diameter of the recess 1424, and a tapered portion whose outer diameter decreases toward the tip thereof is formed at the tip of the cylindrical wall.
The protrusion 38 is a recess formed in each lumber 14 (more specifically 14A, 14B) in a state where the flat end surface 1402 of the end of the lumber 14 (more specifically, 14A, 14A, 14B, 14B) is abutted. The metal plate 36 is fixed at a pitch smaller than the pitch of 1424. In the present embodiment, the protrusion 38 is provided so as to stand up from the outer periphery of the circular substrate 3802, and the substrate 3802 is fixed to both surfaces of the metal plate 36 by bolts B and nuts N, for example.
In the two lumbers 14A and 14B, the flat end surface 1402 at the end of each lumber 14 is abutted, the both sides of the metal plate 36 are mated with the side surfaces 1422 of the lumbers 14A and 14B, and the protrusion 38 is in the recess 1424. Accordingly, the flat end surfaces 1402 at the ends of the two lumbers 14A and 14B are maintained in a state of being butted and joined.
Also by such a modification, the effect similar to the joining structure 32 of 1st Embodiment is show | played.

図9は第1の実施の形態の他の変形例の説明図を示す。
図8に示す変形例では、一つの突き付け治具34Bと、2本の主ドリフトピン40、4本の副ドリフトピン42を用いて4本の製材14の長手方向の端部が接合されている。
4本の製材14のうちの2本ずつの製材14は、それぞれ互いに同軸上に延在するように配置される。説明の便宜上、同軸上に配置される一方の2本の製材14を14Aとし、他方の2本の製材14を14Bとすると、一方の2本の製材14Aは、これら製材14Aの端部の平坦な端面1402を突き合わせた状態で互いに同一面上を延在する側面1422を有し、また、他方の2本の製材14Bも、これら製材14Bの端部の平坦な端面1402を突き合わせた状態で互いに同一面上を延在する側面1422を有し、これら一方の製材14Aの側面1422と他方の製材14Bの側面1422は対向している。
各製材14A、14Bの側面1422に、それぞれ内周面を有する円形の凹部1424が設けられている。
FIG. 9 is an explanatory diagram of another modification of the first embodiment.
In the modification shown in FIG. 8, the end portions in the longitudinal direction of the four lumbers 14 are joined using one abutting jig 34 </ b> B, two main drift pins 40, and four sub drift pins 42. .
Two of the four lumbers 14 are arranged so as to extend coaxially with each other. For convenience of explanation, if one of the two lumbers 14 arranged on the same axis is 14A and the other two lumbers 14 are 14B, the two two lumbers 14A are flat at the ends of these lumbers 14A. The other two lumbers 14B also have the side surfaces 1422 extending on the same plane with the end surfaces 1402 butted, and the other two lumbers 14B are also in contact with each other with the flat end surfaces 1402 at the ends of the lumbers 14B butting each other. A side surface 1422 extending on the same surface is provided, and the side surface 1422 of the one lumber 14A and the side surface 1422 of the other lumber 14B are opposed to each other.
A circular recess 1424 having an inner peripheral surface is provided on the side surface 1422 of each lumber 14A, 14B.

突き付け治具34Bは、その両面が製材14A、14Bの側面に合わされる金属板36と、金属板36の両面に設けられ凹部1424に挿入可能な4つの突起38とで構成されている。
突起38は、凹部1424の内径よりも小さい外径の円筒面を有し、円筒面の先部には、その先端に至るにつれて外径が小さくなるテーパ部が形成されている。
突起38は、製材14(より詳細には14A、14A、14B、14B)の端部の平坦な端面1402を突き合わせた状態で、各製材14(より詳細には14A、14B)に形成された凹部1424のピッチよりも小さい寸法のピッチで金属板36に固設されている。本実施の形態では、突起38は円形の基板3802の外周から起立するように設けられており、この基板3802の中央および金属板36に主ドリフトピン40を挿通する挿通孔が形成されている。
The abutting jig 34 </ b> B includes a metal plate 36 whose both surfaces are aligned with the side surfaces of the lumbers 14 </ b> A and 14 </ b> B, and four protrusions 38 that are provided on both surfaces of the metal plate 36 and can be inserted into the recess 1424.
The protrusion 38 has a cylindrical surface having an outer diameter smaller than the inner diameter of the concave portion 1424, and a tapered portion having a smaller outer diameter toward the tip thereof is formed at the tip of the cylindrical surface.
The protrusion 38 is a recess formed in each lumber 14 (more specifically 14A, 14B) in a state where the flat end surface 1402 of the end of the lumber 14 (more specifically, 14A, 14A, 14B, 14B) is abutted. The metal plate 36 is fixed at a pitch smaller than the pitch of 1424. In the present embodiment, the protrusion 38 is provided so as to stand up from the outer periphery of the circular substrate 3802, and an insertion hole through which the main drift pin 40 is inserted is formed in the center of the substrate 3802 and the metal plate 36.

そして、2本の製材14A、14Bは、各製材14の端部の平坦な端面1402が突き合わされ、製材14A、14Bの側面1422に金属板36の両面が合わされ、かつ、突起38が凹部1424に挿入され、さらに、主ドリフトピン40が基板3802の中央および金属板36を貫通して互いに対向する製材14A、14Bに挿通されている。
また、主ドリフトピン40と直交するように副ドリフトピン42が用いられ、副ドリフトピン42は、各製材14の端面1402寄り箇所において、それぞれ端面1402寄りの主ドリフトピン40箇所に接するように配設されている。
なお、主ドリフトピン18と副ドリフトピン20は、金属製、あるいは合成樹脂製であり、予め製材14に形成された孔に挿通して用いられる。
このような変形例によっても、参考例1の接合構造12および第1の実施の形態の接合構造32と同様な効果が奏される。
In the two lumbers 14A and 14B, the flat end surface 1402 at the end of each lumber 14 is abutted, the both sides of the metal plate 36 are mated with the side surfaces 1422 of the lumbers 14A and 14B, and the protrusion 38 is in the recess 1424. Further, the main drift pin 40 is inserted through the center of the substrate 3802 and the metal plate 36 and the lumbers 14A and 14B facing each other.
Further, the sub-drift pin 42 is used so as to be orthogonal to the main drift pin 40, and the sub-drift pin 42 is arranged so as to be in contact with the main drift pin 40 near the end face 1402 at the place near the end face 1402 of each lumber 14. It is installed.
The main drift pin 18 and the sub drift pin 20 are made of metal or synthetic resin, and are used by being inserted into holes formed in the lumber 14 in advance.
Also by such a modification, the same effect as the joining structure 12 of the reference example 1 and the joining structure 32 of the first embodiment is exhibited.

図10は参考例3の説明図を示す。
参考例3の接合構造42により、突き付け治具34Cを用いて2本の製材14の長手方向の端部が接合されている。
2本の製材14は、これら2本の製材14の端部の平坦な端面1402を突き合わせた状態で互いに同一面上を延在する側面1422を有している。
突き付け治具34は、2本の製材14の両側面にわたって合わされる金属板36と、金属板36の両側にそれぞれ設けられた2つの突起部44とで構成されている。
突起部44は、金属製の円形の基板4402と、この基板4402の外周の周方向に間隔をおいた複数箇所から突設された金属製の複数の円柱状の突起4404とから構成されている。各突起4404は、その先端が基端に対して、反対側の突起部44から離れる方向に変位するように傾斜して設けられている。基板4402は、例えば、ボルトB、ナットNにより金属板36に固定される。なお、突起4404の形状は、製材の側面に挿入される(打ち込める)形状であれば良く、円柱状に限定されず、例えば、板状などであってもよい。
そして、2本の製材14は、各製材14の端部の平坦な端面1402が突き合わされ、2本の製材14の側面1422に金属板36が合わされ、かつ、各突起部44の複数の突起4404が製材14の側面1422に挿入され(打ち込まれ)、このように傾斜した複数の突起4404により、2本の製材14の端部の平坦な端面1402は突き合わされた状態に維持されて接合されている。
FIG. 10 is an explanatory diagram of Reference Example 3.
By the joining structure 42 of Reference Example 3, the end portions in the longitudinal direction of the two lumbers 14 are joined using the abutting jig 34C.
The two lumbers 14 have side surfaces 1422 that extend on the same plane in a state where the flat end surfaces 1402 at the ends of the two lumbers 14 are abutted.
The abutting jig 34 includes a metal plate 36 that is fitted over both side surfaces of the two lumbers 14, and two protrusions 44 that are respectively provided on both sides of the metal plate 36.
The protrusion 44 includes a metal circular substrate 4402 and a plurality of metal columnar protrusions 4404 protruding from a plurality of locations spaced in the circumferential direction of the outer periphery of the substrate 4402. . Each protrusion 4404 is provided so as to be inclined so that the distal end thereof is displaced in the direction away from the protrusion 44 on the opposite side with respect to the base end. The substrate 4402 is fixed to the metal plate 36 by, for example, bolts B and nuts N. Note that the shape of the protrusion 4404 is not limited to a cylindrical shape as long as it is a shape that can be inserted into (placed into) the side of the lumber, and may be, for example, a plate shape.
The two lumbers 14 have flat end surfaces 1402 at the ends of the lumbers 14 abutted against each other, the metal plate 36 is mated with the side surfaces 1422 of the two lumbers 14, and a plurality of projections 4404 of each projection 44. Is inserted into (injected into) the side surface 1422 of the lumber 14, and the flat end surfaces 1402 at the ends of the two lumbers 14 are maintained in contact with each other and joined by the plurality of protrusions 4404 inclined in this manner. Yes.

参考例3の接合構造42に外力としての引っ張り力が作用した場合、突起4404から製材14に支圧で力が伝わる。
したがって、力の伝わりが分散され、製材14の支圧面積が大きくなり、接合部としての耐力を大きくすることができる。
また、切断の精度にばらつきがあっても、あるいは、木材に変形などが生じても、各製材14の端部の平坦な端面1402は、突起4404により突き合わされた状態に維持されるので、各製材14の端部の平坦な端面1402間に隙間が生じることが防止される。
When a tensile force as an external force is applied to the joint structure 42 of Reference Example 3, the force is transmitted from the protrusion 4404 to the lumber 14 by a bearing pressure.
Therefore, the transmission of force is dispersed, the bearing area of the lumber 14 is increased, and the proof stress as a joint can be increased.
In addition, even if the cutting accuracy varies or the deformation of the wood occurs, the flat end surface 1402 at the end of each lumber 14 is maintained in a state of being abutted by the protrusion 4404. A gap is prevented from being generated between the flat end surfaces 1402 at the ends of the lumber 14.

図11に示す変形例では、突き付け治具34Dを用いて4本の製材14の長手方向の端部が接合されている。
4本の製材14のうちの2本ずつの製材14は、それぞれ互いに同軸上に延在するように配置される。説明の便宜上、同軸上に配置される一方の2本の製材14を14Aとし、他方の2本の製材14を14Bとすると、一方の2本の製材14Aは、これら製材14Aの端部の平坦な端面1402を突き合わせた状態で互いに同一面上を延在する側面1422を有し、また、他方の2本の製材14Bも、これら製材14Bの端部の平坦な端面1402を突き合わせた状態で互いに同一面上を延在する側面1422を有し、これら一方の製材14Aの側面1422と他方の製材14Bの側面1422は対向している。
In the modification shown in FIG. 11, the end portions in the longitudinal direction of the four lumbers 14 are joined using the abutting jig 34 </ b> D.
Two of the four lumbers 14 are arranged so as to extend coaxially with each other. For convenience of explanation, if one of the two lumbers 14 arranged on the same axis is 14A and the other two lumbers 14 are 14B, the two two lumbers 14A are flat at the ends of these lumbers 14A. The other two lumbers 14B also have the side surfaces 1422 extending on the same plane with the end surfaces 1402 butted, and the other two lumbers 14B are also in contact with each other with the flat end surfaces 1402 at the ends of the lumbers 14B butting each other. A side surface 1422 extending on the same surface is provided, and the side surface 1422 of the one lumber 14A and the side surface 1422 of the other lumber 14B are opposed to each other.

突き付け治具34Dは、その両面が製材14A、14Bの側面に合わされる金属板36と、金属板36の両面の両側に設けられた4つの突起部34とで構成されている。
突起部44は、金属製の円形の基板4402と、この基板4402の外周の周方向に間隔をおいた複数箇所から突設された金属製の複数の突起4404とから構成され、突起4404は、その先端が基端に対して、反対側の突起部44から離れる方向に変位するように傾斜して設けられている。基板4402は、例えば、ボルトB、ナットNにより金属板36に固定される。
そして、2本の製材14A、14Bは、各製材14の端部の平坦な端面1402が突き合わされ、製材14A、14Bの側面1422に金属板36の両面が合わされ、かつ、複数の突起4404が側面1422に挿入され(打ち込まれ)、これらの傾斜した複数の突起4404により、4本の製材14の端部の平坦な端面1402は突き合わされた状態に維持されて接合されている。
このような変形例によっても、参考例3の接合構造42と同様な効果が奏される。
The abutting jig 34 </ b> D includes a metal plate 36 whose both surfaces are aligned with the side surfaces of the lumbers 14 </ b> A and 14 </ b> B, and four protrusions 34 provided on both sides of the metal plate 36.
The protrusion 44 includes a metal circular substrate 4402 and a plurality of metal protrusions 4404 protruding from a plurality of locations spaced in the circumferential direction of the outer periphery of the substrate 4402. The tip is inclined with respect to the base end so as to be displaced away from the protruding portion 44 on the opposite side. The substrate 4402 is fixed to the metal plate 36 by, for example, bolts B and nuts N.
The two lumbers 14A and 14B have the flat end surface 1402 at the end of each lumber 14 butted, the both sides of the metal plate 36 are mated with the side surfaces 1422 of the lumbers 14A and 14B, and the plurality of protrusions 4404 are side surfaces. The flat end surfaces 1402 at the ends of the four lumbers 14 are kept in abutted state and joined by the plurality of inclined projections 4404 inserted into (injected into) 1422.
Also by such a modification, the same effect as the joining structure 42 of the reference example 3 is show | played.

(A)は参考例1の接合構造の平面図、(B)は同正面図、(C)は断面側面図である。(A) is a top view of the joining structure of Reference Example 1, (B) is the same front view, and (C) is a sectional side view. 参考例1の接合構造の斜視図である。It is a perspective view of the junction structure of reference example 1. (A)は参考例2の接合構造の平面図、(B)は同正面図、(C)は断面側面図である。(A) is a top view of the joining structure of Reference Example 2, (B) is the same front view, and (C) is a sectional side view. 参考例2の接合構造の斜視図である。It is a perspective view of the junction structure of reference example 2. 突起部分の拡大図である。It is an enlarged view of a projection part. 参考例2で用いた突き付け治具の変形例の説明図である。It is explanatory drawing of the modification of the butting jig | tool used in the reference example 2. FIG. 第1の実施の形態の接合構造の説明図である。It is explanatory drawing of the junction structure of 1st Embodiment. 第1の実施の形態の変形例の説明図である。It is explanatory drawing of the modification of 1st Embodiment. 第1の実施の形態の他の変形例の説明図である。It is explanatory drawing of the other modification of 1st Embodiment. 参考例3の接合構造の斜視図である。It is a perspective view of the junction structure of reference example 3. 参考例3の変形例の説明図である。It is explanatory drawing of the modification of the reference example 3. FIG.

符号の説明Explanation of symbols

14……製材、16、26、36……金属板、18、40……主ドリフトピン、20、42……副ドリフトピン、28、38……突起、44……突起部。   14 ... Lumber, 16, 26, 36 ... Metal plate, 18, 40 ... Main drift pin, 20, 42 ... Sub drift pin, 28, 38 ... Projection, 44 ... Projection.

Claims (1)

2本の製材の長手方向の端部を突き付け治具を用いて接合する構造であって、
2本の製材は、これら2本の製材の端部の平坦な端面を突き合わせた状態で互いに同一面上を延在する側面を有し、
前記同一面上を延在する各製材の側面にそれぞれ凹部が設けられ、
前記突き付け治具は、前記同一面上を延在する各製材の側面に合わされる金属板と、前記金属板に設けられ前記凹部に挿入可能な2つの突起とで構成され、
前記突起は、2本の製材の端部の平坦な端面を突き合わせた状態で、各製材に形成された前記凹部のピッチよりも小さい寸法のピッチで前記金属板に設けられ、
前記2本の製材は、2本の製材の端部の平坦な端面が突き合わされ、前記製材の側面に前記金属板が合わされ、かつ、前記突起が凹部に挿入され、これにより前記2本の製材の端部の平坦な端面は突き合わされた状態に維持されて接合され、
前記凹部は、内周面を有する円形の凹部であり、
前記突起は、前記凹部の内径よりも小さい外径の円筒面を有し、
前記円筒面の先部には、その先端に至るにつれて外径が小さくなるテーパ部が形成されている、
ことを特徴とする製材の接合構造。
A structure in which the longitudinal ends of the two lumbers are joined using an abutting jig,
The two lumbers have side surfaces that extend on the same plane in a state in which the flat end surfaces of the end portions of these two lumbers are abutted,
Recesses are provided on the side surfaces of each lumber extending on the same surface,
The abutting jig is composed of a metal plate that is fitted to a side surface of each lumber extending on the same surface, and two protrusions that are provided on the metal plate and can be inserted into the recesses.
The protrusions are provided on the metal plate at a pitch smaller than the pitch of the recesses formed on each lumber, with the flat end surfaces of the two lumber ends abutted against each other.
In the two lumbers, the flat end surfaces of the end portions of the two lumbers are abutted, the metal plate is mated with the side surfaces of the lumber, and the protrusions are inserted into the recesses, thereby the two lumbers. The flat end surfaces of the end portions of the end portions of the end portions of the end portions are kept in contact with each other and joined.
The concave portion is a circular concave portion having an inner peripheral surface,
The protrusion has a cylindrical surface with an outer diameter smaller than the inner diameter of the recess,
At the tip of the cylindrical surface, a tapered portion is formed whose outer diameter decreases as it reaches the tip.
A lumber joining structure characterized by that.
JP2007245981A 2007-09-21 2007-09-21 Sawmill joint structure Expired - Fee Related JP4646959B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007245981A JP4646959B2 (en) 2007-09-21 2007-09-21 Sawmill joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007245981A JP4646959B2 (en) 2007-09-21 2007-09-21 Sawmill joint structure

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2003160591A Division JP4088203B2 (en) 2003-06-05 2003-06-05 Sawmill joint structure

Publications (2)

Publication Number Publication Date
JP2008002267A true JP2008002267A (en) 2008-01-10
JP4646959B2 JP4646959B2 (en) 2011-03-09

Family

ID=39006870

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007245981A Expired - Fee Related JP4646959B2 (en) 2007-09-21 2007-09-21 Sawmill joint structure

Country Status (1)

Country Link
JP (1) JP4646959B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019143336A (en) * 2018-02-19 2019-08-29 義憲 大倉 Connection structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5328913A (en) * 1976-08-31 1978-03-17 Omiya Mokuzai Kougiyou Kk Connection method of wood and its connection tool
JPS54177016U (en) * 1978-05-31 1979-12-14
JPS56114201U (en) * 1980-02-04 1981-09-02
JPH06158735A (en) * 1991-03-30 1994-06-07 Ikeguchi Kogyo Kk Coupling metal fixture
JPH11286995A (en) * 1998-04-03 1999-10-19 Juken Sangyo Co Ltd Connecting structure of timber

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5328913A (en) * 1976-08-31 1978-03-17 Omiya Mokuzai Kougiyou Kk Connection method of wood and its connection tool
JPS54177016U (en) * 1978-05-31 1979-12-14
JPS56114201U (en) * 1980-02-04 1981-09-02
JPH06158735A (en) * 1991-03-30 1994-06-07 Ikeguchi Kogyo Kk Coupling metal fixture
JPH11286995A (en) * 1998-04-03 1999-10-19 Juken Sangyo Co Ltd Connecting structure of timber

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019143336A (en) * 2018-02-19 2019-08-29 義憲 大倉 Connection structure
JP7062463B2 (en) 2018-02-19 2022-05-06 西尾レントオール株式会社 Connection structure

Also Published As

Publication number Publication date
JP4646959B2 (en) 2011-03-09

Similar Documents

Publication Publication Date Title
JP4646959B2 (en) Sawmill joint structure
JP4088203B2 (en) Sawmill joint structure
JP3367018B2 (en) Metal composite wood beams
JP2007085158A (en) Member fastener
JP2019065482A (en) Wooden bearing wall
JP4162675B2 (en) Wooden construction materials
JP6533074B2 (en) Roof structure, wall structure, floor structure provided with in-plane shear strength structure and the in-plane shear strength structure
JP2017128981A (en) Wooden composite beam and construction method for the same
JP5430485B2 (en) Bonded hardware
JP2016070022A (en) Connecting structure
JP2008280747A (en) Earthquake resisting wall
JP2018204397A (en) Wood-steel hybrid structure and method for constructing the same
JP2656445B2 (en) Wood joint structure
JP2005035262A (en) Assembled material
JP2006028801A (en) Truss member connecting structure and truss member connecting method
JP4655293B2 (en) Jointing device with double-drawing plate
JP2662622B2 (en) Manufacturing method of structural glulam
JP4080419B2 (en) Mounting structure of the joint fitting at the beam-column joint
JP7424343B2 (en) Composite construction material
JP6370123B2 (en) Beam joint structure and building
JP4312781B2 (en) Joining bracket, truss member
JP7318181B2 (en) Joining structure of wooden members and joining method of wooden members
JP2023040022A (en) CLT panel
JP4385017B2 (en) Wood joint structure and wood joint construction method
JP2019157604A (en) Connector

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070921

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100712

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100910

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20101117

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20101207

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131217

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4646959

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees