JP3056696B2 - Method of strengthening joining of wooden structures - Google Patents
Method of strengthening joining of wooden structuresInfo
- Publication number
- JP3056696B2 JP3056696B2 JP9070898A JP7089897A JP3056696B2 JP 3056696 B2 JP3056696 B2 JP 3056696B2 JP 9070898 A JP9070898 A JP 9070898A JP 7089897 A JP7089897 A JP 7089897A JP 3056696 B2 JP3056696 B2 JP 3056696B2
- Authority
- JP
- Japan
- Prior art keywords
- adhesive
- gap
- joint
- wooden
- gun
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
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、木質系構造の接合
強化方法に関するものであり、より詳しくは接着剤を使
用して木質系建材同士の接合を強化する方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for strengthening the joining of a wooden structure, and more particularly to a method for strengthening the joining between wooden building materials using an adhesive.
【0002】[0002]
【従来の技術】木質系材料である木材は、軽量なわりに
は強度が大きく、切断・切削・穿孔等の加工が容易であ
り、また肌目美麗で構造材即仕上材となる、比較的安価
で入手容易等の数々の利点があり住居等の建築構造の材
料として幅広く使用されている。そして、木質系構造に
おける、例えば柱と土台、柱と桁、柱と梁等の木質系建
材同士の接合は、わが国古来からの手法である「ほぞ」
(建材端部に設けられた凸設部)と「ほぞ孔」(建材に
設けられた、ほぞが嵌入される凹設部)を設けて接合す
る方法が広く普及しており、その接合強化のため補強手
段として「かすがい」、釘、ボルト・ナット、L字金具
等が使用されている。2. Description of the Related Art Wood, which is a wood-based material, has high strength in spite of its light weight, is easy to process such as cutting, cutting, and piercing. It has many advantages such as easy availability and is widely used as a material for building structures such as dwellings. The joining of wooden building materials such as columns and foundations, columns and girders, columns and beams, etc. in a wooden structure is a traditional Japanese method called “mortise”.
A method of providing (joint portions provided at the ends of the building material) and "mortise holes" (recessed portions provided in the building material and into which a tenon is inserted) and joining them together has become widespread. For this reason, "Kasugai", nails, bolts and nuts, L-shaped fittings and the like are used as reinforcing means.
【0003】しかしながら、木質系建材は各種細胞から
なる繊維質構造であり、細胞の多くは細胞膜と細胞内腔
からなり、また細胞間には細胞間隙があるので、木質系
建材は多数の空隙を有している。上記の補強的接合手段
である「かすがい」や釘等が突き刺された箇所の孔が、
乾燥による経年変化、地震、車両通行時の微振動等によ
り次第に大きくなり、接合手段に緩みが生じ、その結
果、大きな地震によって建築物の倒壊に至る危険性が高
くなっている。即ち、上記木質系建材の特質からして、
物理的な接合手段には限界があると言える。そこで、接
着剤を塗布する方法も実施されているが、単に塗布した
だけでは、接着剤が接合部の間隙の隅々まで行き渡らな
いため通常の接着剤塗布についても問題がある。However, wood-based building materials have a fibrous structure composed of various cells, and most of the cells are composed of cell membranes and cell cavities, and there are intercellular spaces between cells. Have. The hole at the place where the above-mentioned reinforcing joining means `` Kasugai '' or nails are pierced,
It gradually increases due to secular change due to drying, an earthquake, micro-vibration at the time of vehicle traffic, etc., and the connecting means is loosened. As a result, there is a high risk that a large earthquake will cause the building to collapse. In other words, from the characteristics of the wooden building materials,
It can be said that the physical joining means has a limit. Therefore, a method of applying an adhesive is also practiced, but there is also a problem with ordinary adhesive application because the adhesive does not spread to every corner of the gap between the joints by simply applying the adhesive.
【0004】[0004]
【発明が解決しようとする課題】本発明は、上記した従
来技術の問題点を除くためになされたものであり、その
目的とするところは、木質系構造の接合部、特にほぞに
よる木質系建材同士の接合部において簡便かつ確実に接
合強化を図ることができ、また、同時に、建築物の外観
をできるだけ損なわないような接合強化方法を提供する
ことである。SUMMARY OF THE INVENTION The present invention has been made to eliminate the above-mentioned problems of the prior art, and an object of the present invention is to provide a joint of a wooden structure, particularly a wooden building material using a tenon. It is an object of the present invention to provide a joint strengthening method that can easily and surely strengthen joints at joints between them and at the same time, does not impair the appearance of a building as much as possible.
【0005】[0005]
【課題を解決するための手段】要するに本発明方法は、
木質系建材のほぞ部分の接合部における間隙部分に貫通
する小孔を前記木質系建材に設ける工程と、木質材料用
の接着剤を4〜9Kg/cm2の圧力で前記小孔から前
記間隙部分にフローガン又はコーキングガン若しくは高
圧ポンプガンを使用して圧入し、この接着剤を硬化させ
る工程とからなることを特徴とする木質系構造の接合強
化方法である。SUMMARY OF THE INVENTION In short, the method of the present invention comprises:
Penetrating through the gap at the joint of the tenon of wood-based building materials
Providing a small hole to be made in the wooden building material;
Of the adhesive at a pressure of 4 to 9 kg / cm 2 through the small holes.
Flow gun or caulking gun or high
Press in using a pressure pump gun to cure the adhesive.
A bonding enhancement method woody structure characterized by comprising the that step.
【0006】[0006]
【発明の実施の形態】以下本発明を図面に示す実施例に
基づいて説明する。図1は、柱と土台との接合部を示す
垂直方向断面の説明図である。図2は、図1における接
合部の拡大図である。図1に示すように、木質系構造で
ある木造建築物の場合、通常、木質系の土台2が基礎コ
ンクリート4上にアンカーボルト5によって固定されて
いる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below based on an embodiment shown in the drawings. FIG. 1 is an explanatory view of a vertical section showing a joint between a pillar and a base. FIG. 2 is an enlarged view of the joint in FIG. As shown in FIG. 1, in the case of a wooden building having a wooden structure, a wooden base 2 is usually fixed on a foundation concrete 4 by anchor bolts 5.
【0007】そして、図1及び図2に示すように、木質
系の柱1と土台2との接合は、柱1の下端に設けられた
「ほぞ」(凸設部)11を土台2の上面に設けられた
「ほぞ孔」(凹設部)21に嵌入することによってなさ
れている。図2に示すように湿度変化や材質の経年変化
による柱1の伸縮等を考慮して、建築当初からほぞ11
の下面11aとほぞ孔2の底面21aとは接触しないよ
うに「余掘」と呼ばれる12mm前後の間隙部分10a
が設けられている。[0007] As shown in FIGS. 1 and 2, the wooden pillar 1 and the base 2 are joined by a “mortise” (projection) 11 provided at the lower end of the pillar 1. Is formed by fitting into a “mortise” (recessed portion) 21 provided in the hole. As shown in FIG. 2, in consideration of the expansion and contraction of the pillar 1 due to the change in humidity and the aging of the material, etc.
The lower surface 11a of the mortise and the bottom surface 21a of the mortise 2 are not in contact with each other.
Is provided.
【0008】また、図2に示すように、建築当初からほ
ぞの側面11bとほぞ孔の側面21bとの間にも僅かな
間隙部分10bがあり、更に経年変化により木材が次第
に乾燥して収縮し、この間隙部分10bが次第に拡大し
てくる。本発明の接合強化方法においては、上記の間隙
部分10a及び10bの隅々まで接着剤を注入して硬化
させ接合の強化を図るものである。Further, as shown in FIG. 2, there is a slight gap 10b between the tenon side 11b and the tenon side 21b from the beginning of construction, and the wood gradually dries and shrinks due to aging. The gap 10b gradually expands. In the bonding strengthening method of the present invention, an adhesive is injected into every corner of the gaps 10a and 10b and hardened to strengthen the bonding.
【0009】以下、接合強化方法を工程順に説明する。 (第一工程)図1及び図2に示すように、ドリル等を使
用して土台2の側部22に前記ほぞの下面11aとほぞ
孔の底面21aとの間隙部分10aに貫通する小孔3を
設ける。外壁5がある場合は、外壁上から孔を設ければ
よい。なお、建築物の外観をできるだけ損なわないとい
う観点から、又、間隙部分10aの一般的な大きさを考
慮して、設ける小孔3の直径は13〜15mm程度が好
ましい。The method of strengthening the bonding will be described below in the order of steps. (First Step) As shown in FIGS. 1 and 2, a small hole 3 penetrating through a gap 10a between the lower surface 11a of the tenon and the bottom surface 21a of the tenon on the side 22 of the base 2 using a drill or the like. Is provided. When the outer wall 5 is provided, a hole may be provided from the outer wall. In addition, the diameter of the small hole 3 to be provided is preferably about 13 to 15 mm from the viewpoint that the appearance of the building is not impaired as much as possible and in consideration of the general size of the gap 10a.
【0010】(第二工程)図1及び図2に示すように、
小孔3から4〜9kg/cm2 、好ましくは6〜7kg
/cm2 の圧力で接着剤を間隙部分10aに圧入する。
圧入には接着剤を圧送ポンプでホースに送りガン先端の
ノズル孔から押し出す方式のいわゆるフローガンや、空
気圧で接着剤を押し出すいわゆるコーキングガンや高圧
ポンプガン等を使用して高圧注入する。(Second Step) As shown in FIGS. 1 and 2,
Small holes 3 to 4 to 9 kg / cm 2 , preferably 6 to 7 kg
The adhesive is pressed into the gap 10a with a pressure of / cm 2 .
For the press-fitting, high-pressure injection is performed using a so-called flow gun in which an adhesive is sent to a hose by a pressure pump and extruded from a nozzle hole at the tip of the gun, a so-called caulking gun for extruding the adhesive by air pressure, a high-pressure pump gun, or the like.
【0011】上記の高圧で注入することにより、接着剤
は間隙部分10aのみならず狭小な間隙である間隙部分
10bの隅々まで到達すると同時に、接着剤が柱1又は
土台2の表面近傍の繊維質内にまで浸透し、硬化後は強
固な接合を図ることができる。従って、4kg/cm2
未満の圧力では接着剤が間隙部分の隅々まで十分に行き
渡らないので好ましくなく、一方、9kg/cm2 を超
えると圧力が高すぎて反発力が大きくかえって作業に支
障が生じる。特に梯子を使って高所で作業する場合は、
作業員の転落等の危険性につながり好ましくない。By injecting the adhesive at the above high pressure, the adhesive reaches not only the gap 10a but also every corner of the gap 10b, which is a narrow gap, and at the same time, the adhesive is applied to the fiber near the surface of the column 1 or the base 2. It penetrates into the material, and after hardening, it can achieve strong bonding. Therefore, 4 kg / cm 2
If the pressure is lower than the above, it is not preferable because the adhesive does not sufficiently spread to every corner of the gap portion. On the other hand, if the pressure exceeds 9 kg / cm 2 , the pressure is too high and the repulsive force is large, which hinders the work. Especially when working on high places using ladders,
It is not preferable because it leads to danger such as falling of the worker.
【0012】接着剤としては、酢酸ビニル系(酢酸ビニ
ルエマルジョン、酢酸ビニル溶液)、フェノール系、レ
ゾルシノール系、フェノール・レゾルシノール系、エポ
キシ系、ユリア系、メラミン系、ビニルウレタン系の各
種木質系材料用の接着剤が使用されるが、これらの中で
も酢酸ビニルエマルジョンが好ましい。また、これらの
うち酢酸ビニルエマルジョン等の常温硬化型接着剤は常
温で硬化するので圧入後は放置するだけでよい。Adhesives include vinyl acetate (vinyl acetate emulsion, vinyl acetate solution), phenol, resorcinol, phenol / resorcinol, epoxy, urea, melamine, and vinyl urethane wood-based materials. Are used, and among them, vinyl acetate emulsion is preferable. Of these, a room temperature-curable adhesive such as a vinyl acetate emulsion cures at room temperature, so that it is only necessary to leave it after press-fitting.
【0013】(第三工程)外壁5に小孔3を空けた場合
は、接着剤を注入後に、外観の美観を保持し又雨水や塵
埃等の侵入防止のために塩化ビニル製のキャップ(蓋)
(図示せず)を被せて作業は終了する。(Third Step) When the small holes 3 are formed in the outer wall 5, after the adhesive is injected, a vinyl chloride cap (lid) is used to maintain the appearance of the appearance and to prevent rainwater and dust from entering. )
(Not shown) and the operation is completed.
【0014】上記実施例は、柱と土台との接合部の強化
方法を示したが、本発明方法はこれに限定されず、柱と
桁、柱と胴差し、桁と桁、柱と梁などの木質系建材同士
の接合部一般、即ち木質系構造の接合部に広く適用しう
るものである。また、上記実施例におけるほぞを嵌め込
む手法以外の手法(例えば、釘、ボルト等)による接合
部においても、木質系構造の接合部には通常、僅かなが
らも間隙部分を有しているので本発明方法を適用できるIn the above embodiment, the method of strengthening the joint between the column and the base has been described. However, the method of the present invention is not limited to this, and the column and the beam, the column and the trunk, the beam and the beam, the column and the beam, etc. It can be widely applied to joints between wooden building materials in general, that is, joints having a wooden structure. In addition, even in the case of the joint using a method other than the method of fitting a tenon in the above embodiment (for example, a nail, a bolt, etc.), since the joint of the wooden structure usually has a small gap, the present invention is not applicable. Inventive method can be applied
【0015】図3は、木造建築物の正面図であり、本発
明方法を適用できる接合部を例示したものである。即
ち、柱1と土台2、柱1と胴差し8との接合部に小孔3
a又は小孔3bを設けて接着剤を圧入して接合強化を図
る。なお図3において小孔3aは建築物屋外から施工
し、小孔3bは天井裏より施工する。また、外壁7に小
孔を設けた場合は、外観の美観を保持し又雨水・塵埃等
の侵入防止のために外壁と同系統の表面色の塩化ビニル
製のキャップ(蓋)30を小孔に被せる。また、本発明
方法は、建築後相当年数の経過した木造建築物の構造強
化手段として好適に実施されるが、勿論、新築中の木造
建築物の構造強化手段として適用することも可能であ
る。FIG. 3 is a front view of a wooden building, and illustrates a joint to which the method of the present invention can be applied. That is, a small hole 3 is formed at the joint between the column 1 and the base 2 and between the column 1 and the trunk 8.
a or the small hole 3b is provided and the adhesive is press-fitted to strengthen the bonding. In FIG. 3, the small holes 3a are constructed from outside the building, and the small holes 3b are constructed from above the ceiling. When a small hole is formed in the outer wall 7, a vinyl chloride cap (lid) 30 of the same color as the outer wall is used to maintain the appearance of the appearance and to prevent intrusion of rainwater and dust. Cover. Further, the method of the present invention is suitably implemented as a means for strengthening the structure of a wooden building that has been passed for a considerable number of years after construction. However, it is needless to say that the method can also be applied as a means for strengthening the structure of a wooden building that is being newly constructed.
【0016】[0016]
(1)接着剤を高圧で圧入するので、接合部の僅かな間
隙部分の隅々まで接着剤が行き渡り確実に接合を強化す
ることができ、かすがい等による従来の補強手段よりも
顕著な接合強化を達成できる。例えば、かすがい1本に
よる強化では、柱1本につき200kg程度の引っ張り
強度に対して、本発明による強化方法では500kgと
約2.5倍優れている。従って、縦揺れを伴う激震程度
の大地震においても建築物は崩壊を免れることができ
る。(1) Since the adhesive is press-fitted at a high pressure, the adhesive spreads to every corner of a slight gap portion of the joint, and the joining can be surely strengthened, and the joining is more remarkable than the conventional reinforcing means such as fading. Achieve reinforcement. For example, in the case of strengthening with one haze, the tensile strength is about 200 kg per column, and in the strengthening method according to the present invention, 500 kg is about 2.5 times better. Therefore, the building can be prevented from collapsing even in a large earthquake such as a severe earthquake accompanied by pitching.
【0017】(2)建築物の外側から外壁等を取り外す
ことなく作業できるので、簡便であり低費用で実施でき
る。 (3)外壁等に小孔を空けるだけで特別の工事を伴わ
ず、建築物の外観を損なわない。(2) Since the operation can be performed without removing the outer wall and the like from the outside of the building, the operation can be performed simply and at low cost. (3) No special construction is required only by making a small hole in the outer wall or the like, and the appearance of the building is not damaged.
【図1】柱と土台との接合部を示す垂直方向断面の説明
図である。FIG. 1 is an explanatory view of a vertical cross section showing a joint between a pillar and a base.
【図2】図1における接合部の拡大図である。FIG. 2 is an enlarged view of a joint in FIG.
【図3】木造建築物の一部の正面図である。FIG. 3 is a front view of a part of a wooden building.
1 柱 2 土台 3 小孔 3a 小孔 3b 小孔 4 基礎コンクリート 5 アンカーボルト 6 地面 7 外壁 8 胴差し 9 屋根 10a 間隙部分 10b 間隙部分 11 ほぞ 11a ほぞの下面 11b ほぞの側面 21 ほぞ孔 21a ほぞ孔の底面 21b ほぞ孔の側面 22 土台の側面 30 塩化ビニル製キャップ(蓋) DESCRIPTION OF SYMBOLS 1 Pillar 2 Base 3 Small hole 3a Small hole 3b Small hole 4 Foundation concrete 5 Anchor bolt 6 Ground 7 Outer wall 8 Body insertion 9 Roof 10a Gap part 10b Gap part 11 Mortise 11a Mortise lower surface 11b Mortise side 21 Mortise hole 21a Mortise hole Bottom surface 21b Mortise side surface 22 Base side 30 Vinyl chloride cap (lid)
Claims (3)
隙部分に貫通する小孔を前記木質系建材に設ける工程
と、木質材料用の接着剤を4〜9Kg/cm2の圧力で
前記小孔から前記間隙部分にフローガン又はコーキング
ガン若しくは高圧ポンプガンを使用して圧入し、この接
着剤を硬化させる工程と、からなることを特徴とする木
質系構造の接合強化方法。1. A space at a joint of a tenon portion of a wooden building material.
Providing a small hole penetrating the gap portion in the wooden building material
And an adhesive for woody materials at a pressure of 4 to 9 kg / cm2.
Flow gun or caulking from the small hole to the gap
Press in using a gun or high pressure pump gun to
Curing the Chakuzai, bonding enhancement method of woody structures characterized by Tona Rukoto.
の接着剤を圧入する請求項1に記載の木質系構造の接合
強化方法。2. The method according to claim 1, wherein the adhesive for the wood-based material is press-fitted at a pressure of 6 to 7 kg / cm 2.
ジョンである請求項1又は請求項2に記載の木質系構造
の接合強化方法。3. The method according to claim 1, wherein the adhesive for the wood-based material is a vinyl acetate emulsion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9070898A JP3056696B2 (en) | 1997-03-10 | 1997-03-10 | Method of strengthening joining of wooden structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9070898A JP3056696B2 (en) | 1997-03-10 | 1997-03-10 | Method of strengthening joining of wooden structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10252158A JPH10252158A (en) | 1998-09-22 |
| JP3056696B2 true JP3056696B2 (en) | 2000-06-26 |
Family
ID=13444820
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9070898A Expired - Fee Related JP3056696B2 (en) | 1997-03-10 | 1997-03-10 | Method of strengthening joining of wooden structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3056696B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5489823B2 (en) * | 2010-04-01 | 2014-05-14 | フォースワンホールディングス株式会社 | Demolition method of wooden frame building |
-
1997
- 1997-03-10 JP JP9070898A patent/JP3056696B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH10252158A (en) | 1998-09-22 |
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