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JP3370937B2 - How to join wooden members - Google Patents

How to join wooden members

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Publication number
JP3370937B2
JP3370937B2 JP21573898A JP21573898A JP3370937B2 JP 3370937 B2 JP3370937 B2 JP 3370937B2 JP 21573898 A JP21573898 A JP 21573898A JP 21573898 A JP21573898 A JP 21573898A JP 3370937 B2 JP3370937 B2 JP 3370937B2
Authority
JP
Japan
Prior art keywords
pair
groove
wooden
members
wooden members
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.)
Expired - Fee Related
Application number
JP21573898A
Other languages
Japanese (ja)
Other versions
JP2000045396A (en
Inventor
明 小林
Original Assignee
株式会社市浦都市開発建築コンサルタンツ
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 株式会社市浦都市開発建築コンサルタンツ filed Critical 株式会社市浦都市開発建築コンサルタンツ
Priority to JP21573898A priority Critical patent/JP3370937B2/en
Publication of JP2000045396A publication Critical patent/JP2000045396A/en
Application granted granted Critical
Publication of JP3370937B2 publication Critical patent/JP3370937B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は木製部材の接合方法
に関し、特に建築物の各部(構造材と非構造材とを問わ
ずあらゆる部分)に使用される木製部材の接合方法に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for joining wooden members, and more particularly to a method for joining wooden members used in various parts of a building (all parts regardless of whether they are structural materials or non-structural materials).

【0002】[0002]

【従来の技術】木構造における従来の部材接合方法で
は、接合すべき一対の木製部材の各接合端部に凹凸加工
(ほぞ加工など)を施し、一方の木製部材の凹凸加工部
と他方の木製部材の凹凸加工部とを噛み合わせ締結する
ことによって一対の木製部材を接合している。
2. Description of the Related Art In a conventional method for joining members in a wooden structure, a concavo-convex process (such as mortise process) is applied to each joint end of a pair of wooden members to be joined, and the concavo-convex processed part of one wooden member and the other wooden member The pair of wooden members are joined by engaging and fastening the concave and convex portions of the members.

【0003】また、従来の別の部材接合方法では、接合
すべき一対の木製部材の双方に亘って(いわゆる一対の
木製部材に跨がって)添接された接合金物と各木製部材
とを貫通ボルトなどでねじ締結することによって一対の
木製部材を接合している。
According to another conventional member joining method, a joining metal piece and each wooden member which are abutted over both of a pair of wooden members to be joined (straddling a so-called pair of wooden members). The pair of wooden members are joined by screwing with a through bolt or the like.

【0004】[0004]

【発明が解決しようとする課題】接合すべき一対の木製
部材の各接合端部に凹凸加工を施す従来の接合方法で
は、所望の接合性能を確保するために精緻な凹凸加工が
要求される。その結果、高度な加工技術を要し、ひいて
は加工費用および加工時間の増大を招き、加工性の観点
あるいは加工技術の観点において不都合があった。
In the conventional joining method in which the joining ends of the pair of wooden members to be joined are provided with the concavo-convex processing, precise concavo-convex processing is required in order to secure the desired joining performance. As a result, a high processing technique is required, which in turn causes an increase in processing cost and processing time, which is inconvenient in terms of processability or processing technique.

【0005】一方、接合金物と貫通ボルトとを介して一
対の木製部材を接合する従来の接合方法では、接合され
た一対の木製部材が構造的にはピン接合としての接合強
度を発揮するのが限界であり、実質的な剛接合を実現す
ることができないという接合強度的な不都合があった。
On the other hand, in the conventional joining method of joining a pair of wooden members through a joining metal and a through bolt, the pair of joined wooden members structurally exerts a joining strength as a pin joint. This is a limit, and there is an inconvenience in terms of joint strength in that a substantial rigid joint cannot be realized.

【0006】また、接合金物と貫通ボルトとを介して一
対の木製部材を接合する従来の接合方法では、接合金物
が最終的に外部に露出されるため、接合金物に特有の金
属腐食が起こり易い。その結果、たとえば塩害等に対す
る耐久性すなわち耐候性に劣るという不都合があった。
Further, in the conventional joining method of joining a pair of wooden members through the joining metal and the through bolt, the joining metal is finally exposed to the outside, so metal corrosion peculiar to the joining metal is likely to occur. . As a result, for example, there is a disadvantage that durability against salt damage, that is, weather resistance is poor.

【0007】本発明は、前述の課題に鑑みてなされたも
のであり、簡素な加工技術で、実質的な剛接合を実現す
ることができるとともに、十分な接合強度および耐候性
を実現することのできる、木製部材の接合方法を提供す
ることを目的とする。
The present invention has been made in view of the above-mentioned problems, and it is possible to realize a substantially rigid joint with a simple processing technique and to realize sufficient joint strength and weather resistance. An object of the present invention is to provide a method of joining wooden members that can be performed.

【0008】[0008]

【課題を解決するための手段】前記課題を解決するため
に、本発明では、一対の木製部材の各々に対して所定方
向に延びた溝をそれぞれ形成し、前記一対の木製部材の
各々に形成された前記溝の中において前記一対の木製部
材の双方に亘って延びるように棒状部材を埋設し、前記
棒状部材が埋設された前記溝の中に接着剤を充填するこ
とによって、前記棒状部材を介して前記一対の木製部材
を接合することを特徴とする、木製部材の接合方法を提
供する。
In order to solve the above problems, according to the present invention, a groove extending in a predetermined direction is formed in each of a pair of wooden members and formed in each of the pair of wooden members. By embedding a rod-shaped member so as to extend over both of the pair of wooden members in the groove formed, by filling an adhesive in the groove in which the rod-shaped member is embedded, A method for joining wooden members, characterized in that the pair of wooden members are joined together through the above.

【0009】本発明の好ましい態様によれば、前記棒状
部材が埋設された前記溝の中に接着剤を充填した後に、
所定の栓部材によって前記溝を覆う。また、前記棒状部
材を埋設すべき溝が複数組形成され、該複数組の溝のう
ちの各溝には、1本の棒状部材が埋設されることが好ま
しい。さらに、前記一対の木製部材は、該一対の木製部
材以外の他の木製部材を介して接合されることが好まし
い。
According to a preferred aspect of the present invention, after filling the groove in which the rod-shaped member is embedded with an adhesive,
The groove is covered with a predetermined plug member. Moreover, it is preferable that a plurality of sets of grooves for embedding the rod-shaped member are formed, and one bar-shaped member is embedded in each groove of the plurality of sets of grooves. Furthermore, it is preferable that the pair of wooden members be joined via a wooden member other than the pair of wooden members.

【0010】本発明の具体的な態様によれば、前記一対
の木製部材は、所定の軸線に沿って延び、前記溝は各木
製部材の長手軸線に沿ってその一端から全体的にU字型
の断面をもって所定距離だけ延びるように形成され、前
記一対の木製部材の前記一端同士が対向するように位置
決めした後に、前記一対の木製部材の双方に亘って延び
た前記溝の中に前記棒状部材として鉄筋を埋設する。こ
の場合、前記鉄筋は異形鉄筋であることが好ましい。ま
た、前記鉄筋が埋設された前記溝の中に接着剤を充填す
る前に、前記充填すべき接着剤の漏れを防止するため
に、前記一対の木製部材の突き合わせ部には所定のシー
ルを形成することが好ましい。
According to a specific aspect of the present invention, the pair of wooden members extend along a predetermined axis, and the groove is generally U-shaped from one end thereof along the longitudinal axis of each wooden member. The rod-shaped member is formed so as to extend for a predetermined distance with a cross section of, and is positioned such that the one ends of the pair of wooden members face each other, and then extends into both of the pair of wooden members. As a burial bar. In this case, it is preferable that the reinforcing bar is a deformed reinforcing bar. Further, before the adhesive is filled into the groove in which the reinforcing bar is embedded, a predetermined seal is formed at the abutting portion of the pair of wooden members in order to prevent leakage of the adhesive to be filled. Preferably.

【0011】[0011]

【発明の実施の形態】本発明では、接合すべき一対の木
製部材の各々に対して所定方向に延びた溝をそれぞれ形
成する。一対の木製部材が、たとえば梁部材のように所
定の軸線に沿って延びた直線部材である場合、各木製梁
部材の長手軸線に沿ってその一端(接合端)から全体的
にU字型の断面をもって所定距離だけ延びるように溝が
直線状に形成される。
BEST MODE FOR CARRYING OUT THE INVENTION In the present invention, a groove extending in a predetermined direction is formed in each of a pair of wooden members to be joined. When the pair of wooden members are linear members extending along a predetermined axis line, such as beam members, a U-shaped member is generally formed from one end (joint end) along the longitudinal axis of each wooden beam member. A groove is formed in a straight line so as to extend a predetermined distance in cross section.

【0012】次いで、一対の木製部材の各々に形成され
た溝の中において一対の木製部材の双方に亘って延びる
ように棒状部材を埋設する。たとえば一対の梁部材をそ
の長手軸線方向に沿って接合する場合には、その一端同
士(接合端同士)が対向するように一対の梁部材を位置
決めした後に、一対の梁部材の双方に亘って延びた溝の
中に棒状部材として、たとえば異形鉄筋のような棒鋼を
埋設する。この場合、異形鉄筋を埋設すべき溝が、たと
えば梁部材の一方の面側と他方の対向面側との2箇所に
形成され、各溝には溝の長さよりもわずかに短い1本の
異形鉄筋がそれぞれ埋設される。
Then, a rod-shaped member is embedded in the groove formed in each of the pair of wooden members so as to extend over both of the pair of wooden members. For example, when joining a pair of beam members along the longitudinal axis direction thereof, after positioning the pair of beam members so that their one ends (joining ends) face each other, the beam members are spread over both of the pair of beam members. As a bar-shaped member, a bar steel such as a deformed bar is embedded in the extended groove. In this case, grooves for burying the deformed reinforcing bars are formed at two positions, for example, one surface side of the beam member and the opposite surface side of the other, and each groove has one deformed shape slightly shorter than the groove length. Reinforcing bars are buried respectively.

【0013】最後に、棒状部材としての異形鉄筋が埋設
された溝の中に所定の接着剤を充填して硬化させること
によって、この異形鉄筋を介して一対の木製部材が接合
される。この場合、鉄筋が埋設された溝の中に接着剤を
充填する前に、一対の木製部材の突き合わせ部などに所
定のシールを形成することにより、充填すべき接着剤の
漏れを防止することができる。また、鉄筋のような棒状
部材が埋設された溝の中に接着剤を充填させた後に、所
定の栓部材によって溝を覆うことにより、接合部の外観
を良好に保つとともに、鉄筋のような接合金物を外部の
環境からより完全に隔絶することができる。
Finally, a pair of wooden members are joined through the deformed reinforcing bars by filling a predetermined adhesive in the groove in which the deformed reinforcing bars as the rod-shaped members are embedded and curing the adhesive. In this case, before the adhesive is filled into the groove in which the reinforcing bars are embedded, a predetermined seal is formed at the abutting portion of the pair of wooden members, thereby preventing the adhesive to be filled from leaking. it can. In addition, after filling the adhesive in the groove in which a rod-shaped member such as a reinforcing bar is embedded, by covering the groove with a predetermined plug member, a good appearance of the joint can be maintained and a joint such as a reinforcing bar can be formed. The hardware can be more completely isolated from the external environment.

【0014】このように、本発明の接合方法では、所定
方向に延びた溝をそれほど高くない精度で形成するだけ
で、従来技術のような精緻な凹凸加工を施す必要がな
い。特に、一対の梁部材をその長手軸線方向に沿って直
接的に接合するような場合には、各梁部材の接合端面は
突き合わせ面として平面状に形成されるだけであり、従
来技術のような高度な加工技術を必要としない。また、
木製柱部材のような他の部材を介して、一対の梁部材を
その長手軸線方向に沿って間接的に接合するような場合
にも、各梁部材の接合端面は突き合わせ面として平面状
に形成されるだけであり、従来技術のような高度な加工
技術を必要としない。
As described above, in the joining method of the present invention, the groove extending in the predetermined direction is only formed with a not so high accuracy, and it is not necessary to perform the fine uneven processing unlike the prior art. In particular, when a pair of beam members are directly joined along the longitudinal axis direction, the joining end face of each beam member is simply formed in a flat shape as a butt face, which is different from the prior art. Does not require advanced processing technology. Also,
Even when a pair of beam members are indirectly joined along the longitudinal axis direction through another member such as a wooden pillar member, the joint end surface of each beam member is formed into a flat shape as a butt surface. However, it does not require an advanced processing technique unlike the conventional technique.

【0015】また、本発明の接合方法では、一方の木製
部材に作用した力がこの一方の木製部材に接着された鉄
筋のような棒状部材に伝達され、次いで鉄筋に伝達され
た力がこの鉄筋に接着された他方の木製部材に伝達され
る。換言すると、本発明による接合部での応力伝達は、
一対の木製部材の双方に亘ってしっかりと接着埋設され
た鉄筋のような棒状部材を介して行われる。その結果、
強度の大きな鉄筋を介して、接合部の応力伝達強度すな
わち接合強度を大きく確保することができる。また、た
とえば梁部材の一方の面側と他方の対向面側との2箇所
に形成した各溝の中に1本の異形鉄筋をそれぞれ埋設す
ることにより、実質的な剛接合を実現することができ
る。
Further, in the joining method of the present invention, the force acting on one of the wooden members is transmitted to a rod-shaped member such as a reinforcing bar adhered to the one wooden member, and the force transmitted to the reinforcing bar is then transmitted to the reinforcing bar. Is transmitted to the other wooden member glued to. In other words, the stress transfer at the joint according to the invention is
This is done through a bar-like member, such as a reinforcing bar, which is firmly bonded and embedded over both of the pair of wooden members. as a result,
It is possible to secure a large stress transmission strength of the joint, that is, the joint strength, through the reinforcing bar having high strength. Further, for example, by embedding one deformed reinforcing bar in each groove formed at two positions, one surface side of the beam member and the other facing surface side of the other, it is possible to realize a substantially rigid joint. it can.

【0016】さらに、本発明の接合方法では、接合金物
である鉄筋が少なくとも接着剤によって覆われ、また栓
部材を使用する場合には栓部材によっても覆われる。す
なわち、接合金物である鉄筋が外部に露出されることが
ないので、外部の環境から実質的に隔絶された状態とな
り、金属腐食などを有効に回避して十分な耐候性を確保
することができる。以上のように、本発明では、簡素な
加工技術で、実質的な剛接合を実現することができると
ともに、十分な接合強度および耐候性を実現することが
できる。
Further, in the joining method of the present invention, the reinforcing bar, which is the joining metal object, is covered with at least the adhesive, and when the stopper member is used, it is also covered with the stopper member. That is, since the reinforcing steel, which is a metal joint, is not exposed to the outside, it is substantially isolated from the external environment, and it is possible to effectively avoid metal corrosion and ensure sufficient weather resistance. . As described above, according to the present invention, it is possible to realize a substantially rigid joint and a sufficient joint strength and weather resistance with a simple processing technique.

【0017】本発明の実施例を、添付図面に基づいて説
明する。図1は、本発明の実施例にかかる木製部材の接
合方法を説明するための斜視図であって、接合すべき一
対の木製部材と棒状部材としての異形鉄筋とを示してい
る。また、図2は、(a)異形鉄筋の埋設工程、(b)
接着剤の充填工程、および(c)栓部材で溝を覆う工程
を示す図である。さらに、図3は、栓部材で溝を覆う直
前の外観を示す斜視図である。なお、本実施例では、一
対の木製梁部材の長手軸線方向に沿った直接接合に対し
て本発明を適用している。
Embodiments of the present invention will be described with reference to the accompanying drawings. FIG. 1 is a perspective view for explaining a method of joining wooden members according to an embodiment of the present invention, and shows a pair of wooden members to be joined and a deformed bar as a rod-shaped member. Further, FIG. 2 shows (a) a step of burying deformed bar, (b)
It is a figure which shows the filling process of an adhesive agent, and the process of (c) covering a groove | channel with a plug member. Further, FIG. 3 is a perspective view showing the appearance immediately before the groove is covered with the plug member. In the present embodiment, the present invention is applied to the direct joining of the pair of wooden beam members along the longitudinal axis direction.

【0018】図1において、接合すべき一対の木製梁部
材1および2には、その長手軸線に沿って全体的にU字
型の断面を有する溝が形成されている。すなわち、図中
左側の梁部材1の図中上面には、その接合端から所定距
離だけ延びるように溝1aが形成されている。また、梁
部材1の図中下面には、その接合端から所定距離だけ延
びるように溝1b(図1では不図示)が形成されてい
る。同様に、梁部材2の図中上面には溝2aが形成さ
れ、梁部材2の図中下面には溝2bが形成されている。
In FIG. 1, a pair of wooden beam members 1 and 2 to be joined are formed with a groove having a generally U-shaped cross section along the longitudinal axis thereof. That is, the groove 1a is formed on the upper surface of the beam member 1 on the left side of the drawing so as to extend a predetermined distance from the joining end thereof. Further, a groove 1b (not shown in FIG. 1) is formed on the lower surface of the beam member 1 in the figure so as to extend from the joint end thereof by a predetermined distance. Similarly, a groove 2a is formed on the upper surface of the beam member 2 in the drawing, and a groove 2b is formed on the lower surface of the beam member 2 in the drawing.

【0019】本実施例では、梁部材1の接合端面1cと
梁部材2の接合端面2cとを突き合わせるように位置決
めした後に、棒状部材としての異形鉄筋3を埋設する。
すなわち、異形鉄筋3は、一対の梁部材1および2に形
成された溝(1aおよび2a)の中において一対の梁部
材1および2に亘って延びるように埋設される(図2
(a)を参照)。ここで、異形鉄筋3の長さが、溝1a
の長さと溝2aの長さとの総和よりも僅かに短く設定さ
れていることはいうまでもない。同様に、別の異形鉄筋
が一対の梁部材1および2に形成された別の溝(1bお
よび2b)の中に埋設されるが、重複する説明を避ける
ために、以下、梁部材1および2の上側における異形鉄
筋3を介した接合にのみ着目して本実施例の説明を進め
ることとする。
In this embodiment, after the joint end surface 1c of the beam member 1 and the joint end surface 2c of the beam member 2 are positioned so as to abut against each other, the deformed rebar 3 as a rod-shaped member is embedded.
That is, the deformed bar 3 is embedded so as to extend over the pair of beam members 1 and 2 in the grooves (1a and 2a) formed in the pair of beam members 1 and 2 (FIG. 2).
(See (a)). Here, the length of the deformed bar 3 is equal to that of the groove 1a.
Needless to say, the length is set to be slightly shorter than the sum of the length and the length of the groove 2a. Similarly, another deformed bar is embedded in another groove (1b and 2b) formed in the pair of beam members 1 and 2, but in order to avoid redundant description, the beam members 1 and 2 will be described below. The description of the present embodiment will be advanced by focusing only on the joining via the deformed reinforcing bar 3 on the upper side of.

【0020】次に、異形鉄筋3が埋設された溝(1aお
よび2a)の中に、適当な充填器具4を用いて所定の接
着剤5を充填する(図2(b)を参照)。この場合、異
形鉄筋3が埋設された溝の中に接着剤5を充填する前
に、一対の梁部材1と2との突き合わせ部に所定のシー
ル7(図3参照)を形成することにより、充填すべき接
着剤5の突き合わせ部からの漏れを防止することができ
る。
Next, a predetermined adhesive 5 is filled into the grooves (1a and 2a) in which the deformed reinforcing bars 3 are embedded by using an appropriate filling device 4 (see FIG. 2 (b)). In this case, by forming a predetermined seal 7 (see FIG. 3) at the abutting portion of the pair of beam members 1 and 2 before filling the adhesive 5 into the groove in which the deformed reinforcing bar 3 is embedded, It is possible to prevent the adhesive 5 to be filled from leaking from the butted portion.

【0021】最後に、接合部の外観を良好に保つため、
および異形鉄筋3を外部の環境からより完全に隔絶する
ために、異形鉄筋3が埋設された溝の中に接着剤5を充
填させた後に、所定の栓部材6によって溝を覆う。こう
して、一対の木製梁部材(1および2)に形成された2
組の溝(1aおよび2aからなる組と1bおよび2bか
らなる組)の中に接着埋設された2組の異形鉄筋(3お
よび不図示の鉄筋)を介して、一対の木製梁部材が実質
的に剛接合される。
Finally, in order to keep the appearance of the joint good,
In order to more completely isolate the deformed reinforcing bar 3 from the external environment, the groove is buried with the deformed reinforcing bar 3 after being filled with the adhesive 5, and then the groove is covered with a predetermined plug member 6. Thus, the two formed on the pair of wooden beam members (1 and 2)
A pair of wooden beam members are substantially connected via two sets of deformed reinforcing bars (3 and reinforcing bars not shown) that are adhesively embedded in the grooves of the set (the group consisting of 1a and 2a and the group consisting of 1b and 2b). Rigidly joined to.

【0022】このように、本実施例では、全体的にU字
型の断面を有する直線状の溝をそれほど高くない精度で
形成するだけで、従来技術のような精緻な凹凸加工を施
す必要がない。また、各梁部材の接合端面は突き合わせ
面として平面状に形成されるだけであり、従来技術のよ
うな高度な加工技術を必要としない。また、本実施例で
は、一対の梁部材の双方に亘ってしっかりと接着埋設さ
れた強度の大きな異形鉄筋を介して、接合強度を大きく
確保することができる。さらに、梁部材の一方の面側と
他方の対向面側との2箇所に形成した各溝の中に1本の
異形鉄筋をそれぞれ埋設することにより、実質的な剛接
合を実現することができる。
As described above, in the present embodiment, it is necessary to perform the fine uneven processing as in the prior art only by forming the linear groove having the U-shaped cross section with a not so high accuracy. Absent. Further, the joint end surface of each beam member is only formed as a flat surface as a butt surface, and does not require a high-level processing technique as in the conventional technique. Further, in the present embodiment, it is possible to secure a large joint strength via the deformed rebar having a large strength that is firmly bonded and embedded over both the pair of beam members. Further, by embedding one deformed bar in each groove formed at two positions, one surface side of the beam member and the opposite surface side of the other, a substantially rigid joint can be realized. .

【0023】また、本実施例では、接合金物である異形
鉄筋が接着剤および栓部材によって覆われるので、最終
的に鉄筋が外部に露出されることがなく外部の環境から
実質的に隔絶された状態となり、金属腐食などを有効に
回避して十分な耐候性を確保することができる。以上の
ように、本実施例の接合方法では、簡素な加工技術で、
実質的な剛接合を実現することができるとともに、十分
な接合強度および耐候性を実現することができる。
Further, in this embodiment, since the deformed rebar which is a metal joint is covered with the adhesive and the plug member, the rebar is not exposed to the outside and is substantially isolated from the external environment. As a result, it is possible to effectively avoid metal corrosion and ensure sufficient weather resistance. As described above, in the joining method of the present embodiment, the simple processing technique
Substantially rigid bonding can be realized, and sufficient bonding strength and weather resistance can be realized.

【0024】なお、上述の実施例では、一対の木製梁部
材の長手軸線方向に沿った直接接合に対して本発明を適
用した例を示しているが、建築物の各部(構造材と非構
造材とを問わずあらゆる部分)に使用される木製部材の
接合方法に本発明を適用することができる。また、上述
の実施例では、棒状部材として異形鉄筋を使用した例を
示しているが、丸鋼鉄筋を含む一般的な棒鋼および他の
適当な材料からなる棒状部材を使用することができる。
In the above-mentioned embodiment, the present invention is applied to the direct joining of the pair of wooden beam members along the longitudinal axis direction. The present invention can be applied to a method for joining wooden members used for all parts regardless of materials. Further, in the above-mentioned embodiment, although the deformed bar is used as the bar-shaped member, a bar-shaped member made of general bar steel including a round steel bar and other suitable materials can be used.

【0025】さらに、上述の実施例では、梁部材の長手
軸線方向に沿った直接接合の例を示しているが、たとえ
ば木製柱部材のような他の部材を介した梁部材の間接的
な接合に本発明を適用することもできる。また、上述の
実施例では、栓部材で溝を覆うことにより接合部の外観
を良好に保つとともに異形鉄筋を外部の環境からより完
全に隔絶している。しかしながら、栓部材の使用は本発
明において必須ではなく、接着剤によって異形鉄筋をひ
いては溝を覆うことにより、異形鉄筋を外部の環境から
ある程度隔絶することは可能である。
Further, in the above-mentioned embodiment, the example of direct joining along the longitudinal axis direction of the beam member is shown, but the beam member is indirectly joined through another member such as a wooden column member. The present invention can also be applied to. In addition, in the above-described embodiment, by covering the groove with the plug member, the external appearance of the joint is maintained good and the deformed bar is more completely isolated from the external environment. However, the use of the plug member is not essential in the present invention, and it is possible to isolate the deformed reinforcing bar from the external environment to some extent by covering the deformed reinforcing bar and thus the groove with an adhesive.

【0026】[0026]

【発明の効果】以上説明したように、本発明では、簡素
な加工技術で、実質的な剛接合を実現することができる
とともに、十分な接合強度および耐候性を実現すること
ができる。
As described above, according to the present invention, it is possible to realize a substantially rigid joint and a sufficient joint strength and weather resistance with a simple processing technique.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施例にかかる木製部材の接合方法を
説明するための斜視図であって、接合すべき一対の木製
部材と棒状部材としての異形鉄筋とを示している。
FIG. 1 is a perspective view for explaining a method of joining wooden members according to an embodiment of the present invention, showing a pair of wooden members to be joined and a deformed bar as a rod-shaped member.

【図2】(a)異形鉄筋の埋設工程、(b)接着剤の充
填工程、および(c)栓部材で溝を覆う工程を示す図で
ある。
FIG. 2 is a diagram showing (a) an embedding step of deformed reinforcing bars, (b) an adhesive filling step, and (c) a step of covering the groove with a plug member.

【図3】栓部材で溝を覆う直前の外観を示す斜視図であ
る。
FIG. 3 is a perspective view showing an appearance immediately before the groove is covered with a plug member.

【符号の説明】[Explanation of symbols]

1 一方の木製梁部材 1a、1b 梁部材1に形成された溝 2 他方の木製梁部材 2a、2b 梁部材2に形成された溝 3 異形鉄筋 4 接着剤の充填器具 5 接着剤 6 栓部材 7 シール 1 One wooden beam member 1a, 1b Grooves formed in the beam member 1 2 The other wooden beam member 2a, 2b Grooves formed in the beam member 2 3 Deformed bar 4 Adhesive filling equipment 5 adhesive 6 Plug member 7 seal

Claims (8)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 一対の木製部材の各々に対して所定方向
に延びた溝をそれぞれ形成し、 前記一対の木製部材の各々に形成された前記溝の中にお
いて前記一対の木製部材の双方に亘って延びるように棒
状部材を埋設し、 前記棒状部材が埋設された前記溝の中に接着剤を充填す
ることによって、前記棒状部材を介して前記一対の木製
部材を接合することを特徴とする、木製部材の接合方
法。
1. A groove extending in a predetermined direction is formed in each of the pair of wooden members, and the groove formed in each of the pair of wooden members extends over both of the pair of wooden members. Embedding a rod-shaped member so as to extend, by filling an adhesive in the groove in which the rod-shaped member is embedded, the pair of wooden members are joined via the rod-shaped member, How to join wooden parts.
【請求項2】 前記棒状部材が埋設された前記溝の中に
接着剤を充填した後に、所定の栓部材によって前記溝を
覆うことを特徴とする請求項1に記載の接合方法。
2. The joining method according to claim 1, wherein after filling the groove in which the rod-shaped member is embedded with an adhesive, the groove is covered with a predetermined plug member.
【請求項3】 前記一対の木製部材は、所定の軸線に沿
って延び、 前記溝は各木製部材の長手軸線に沿ってその一端から全
体的にU字型の断面をもって所定距離だけ延びるように
形成され、 前記一対の木製部材の前記一端同士が対向するように位
置決めした後に、前記一対の木製部材の双方に亘って延
びた前記溝の中に前記棒状部材として鉄筋を埋設するこ
とを特徴とする請求項1または2に記載の接合方法。
3. The pair of wood members extend along a predetermined axis, and the groove extends from one end thereof along the longitudinal axis of each wood member with a generally U-shaped cross section for a predetermined distance. After being positioned so that the one ends of the pair of wooden members are opposed to each other, a reinforcing bar is embedded as the rod-shaped member in the groove extending across both of the pair of wooden members. The joining method according to claim 1 or 2.
【請求項4】 前記鉄筋は異形鉄筋であることを特徴と
する請求項3に記載の接合方法。
4. The joining method according to claim 3, wherein the reinforcing bars are deformed reinforcing bars.
【請求項5】 前記鉄筋が埋設された前記溝の中に接着
剤を充填する前に、前記充填すべき接着剤の漏れを防止
するために、前記一対の木製部材の突き合わせ部には所
定のシールを形成することを特徴とする請求項3または
4に記載の接合方法。
5. Before the adhesive is filled into the groove in which the reinforcing bars are embedded, a predetermined portion is provided at the abutting portion of the pair of wooden members in order to prevent leakage of the adhesive to be filled. The joining method according to claim 3, wherein a seal is formed.
【請求項6】 前記棒状部材を埋設すべき溝が複数組形
成され、該複数組の溝のうちの各溝には、1本の棒状部
材が埋設されることを特徴とする請求項1乃至5のいず
れか1項に記載の接合方法。
6. A plurality of sets of grooves for burying the rod-shaped member are formed, and one bar-shaped member is embedded in each groove of the plurality of sets of grooves. 5. The joining method according to any one of 5 above.
【請求項7】 前記一対の木製部材は、該一対の木製部
材以外の他の木製部材を介して接合されることを特徴と
する請求項1乃至6のいずれか1項に記載の接合方法。
7. The joining method according to claim 1, wherein the pair of wooden members are joined via a wooden member other than the pair of wooden members.
【請求項8】 前記一対の木製部材は、構造材または非
構造材であることを特徴とする請求項1乃至7のいずれ
か1項に記載の接合方法。
8. The joining method according to claim 1, wherein the pair of wooden members are structural materials or non-structural materials.
JP21573898A 1998-07-30 1998-07-30 How to join wooden members Expired - Fee Related JP3370937B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21573898A JP3370937B2 (en) 1998-07-30 1998-07-30 How to join wooden members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21573898A JP3370937B2 (en) 1998-07-30 1998-07-30 How to join wooden members

Publications (2)

Publication Number Publication Date
JP2000045396A JP2000045396A (en) 2000-02-15
JP3370937B2 true JP3370937B2 (en) 2003-01-27

Family

ID=16677388

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21573898A Expired - Fee Related JP3370937B2 (en) 1998-07-30 1998-07-30 How to join wooden members

Country Status (1)

Country Link
JP (1) JP3370937B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5641710B2 (en) * 2009-05-14 2014-12-17 アルファ工業株式会社 Joining method of building wood and its dismantling and reuse method
JP5801129B2 (en) * 2011-07-27 2015-10-28 小松精練株式会社 Method of joining wooden members
JP6486675B2 (en) * 2014-12-22 2019-03-20 国立大学法人 鹿児島大学 WOODEN MEMBER, WOODEN MEMBER MANUFACTURING METHOD, AND BUILDING REINFORCING METHOD

Also Published As

Publication number Publication date
JP2000045396A (en) 2000-02-15

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