JP2007137262A - Reinforcing structure of plate material jointing part - Google Patents

Reinforcing structure of plate material jointing part Download PDF

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JP2007137262A
JP2007137262A JP2005333836A JP2005333836A JP2007137262A JP 2007137262 A JP2007137262 A JP 2007137262A JP 2005333836 A JP2005333836 A JP 2005333836A JP 2005333836 A JP2005333836 A JP 2005333836A JP 2007137262 A JP2007137262 A JP 2007137262A
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plate material
plate
end portion
fiber sheet
reinforcing fiber
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Takao Motohashi
孝雄 本橋
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Conquest Kk
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcing structure of a plate material jointing part free to easily construct it, to secure sufficient strength of it and to reinforce a jointing part of a plate material to which spot welding is applied. <P>SOLUTION: The reinforcing structure of the plate material jointing part 1 is constituted by spot-welding and connecting the neighborhood of end parts with every required interval by making a plurality of plate materials roughly match on the end part of one of the plate materials and the end parts of the other plate material. In this case, front and back surfaces of the plate material jointing parts including the end surfaces of both of the plate materials are covered with a surface hardened part 3 hardened by coating thermosetting resin 5 on a covered layer made of reinforced fiber sheet material. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、主として車輌ボディの板材接合部、特にスポット溶接された板材接合部を補強する構造に関するものである。 The present invention mainly relates to a structure for reinforcing a plate material joint of a vehicle body, particularly a spot welded plate material joint.

例えば、自動車のボディは、通常、モノコック構造が採用されており、所要形状にプレス成型された1〜2mm程度の薄板鋼板を、接合箇所で重ね合わせ、この重合部をスポット溶接によりつなぎ合わせてボックス形状にしている。
スポット溶接は、一般に、50mm間隔の比較的に広いピッチで行われる。このため、溶接箇所間に広い非溶着部が多数存在することになり、十分な剛性を得られず、走行時におけるタイヤの動きいかんで車体構造に捩れを生じる。この捩れは、車輌の操縦性や走行性に影響を及ぼす。
For example, the body of an automobile usually adopts a monocoque structure, and a thin steel plate of about 1 to 2 mm press-molded into a required shape is overlapped at the joint, and this overlapped portion is joined by spot welding to form a box It is in shape.
Spot welding is generally performed at a relatively wide pitch with an interval of 50 mm. For this reason, a large number of non-welded portions exist between the welded portions, and sufficient rigidity cannot be obtained, and the vehicle body structure is twisted due to the movement of the tire during traveling. This twist affects the maneuverability and running performance of the vehicle.

捩れ剛性を高めるには、スポット溶接のピッチを狭めるか、スポット溶接間の非溶着部を更に事後溶接するなどの手法が考えられる。
なお、車輌ボディの補強構造としては、下記する特許文献1記載の技術があるが、この技術は、スポット溶接間の非溶着部を補強しようとするものではない。
In order to increase the torsional rigidity, it is conceivable to reduce the pitch of spot welding or to perform post-welding further on the non-welded portion between spot welds.
As a vehicle body reinforcement structure, there is a technique described in Patent Document 1 described below, but this technique does not attempt to reinforce a non-welded portion between spot welds.

実用新案公開平6−53355号公報Utility Model Publication No. 6-53355

しかし、スポット溶接のピッチを狭めると、その分、ボディ成形に時間がかかる。
また、スポット溶接間を事後溶接する場合、挟み込みタイプの溶接機を使用できないことから、炭酸ガス溶接を行うようにしている。炭酸ガス溶接は、重合部の一方の鋼板にドリルなどの工具を用いて孔を開け、この孔の周囲を他方の鋼板に溶着することによって行われる。例えば、50mmピッチのスポット溶接の場合、非溶着部に直径6mmの孔が最低5個穿けられて炭酸ガス溶接される。しかし、炭酸ガス溶接は、多数の孔穿けと溶接とを行わなければならず、作業に時間がかかるばかりでなく面倒である。しかも、一方の鋼板に6mmもの径の孔が多数穿けられているため、溶着部に期待できるほどの強度が得られない。
However, if the spot welding pitch is narrowed, it takes much time to form the body.
In addition, when post welding is performed between spot welds, carbon dioxide gas welding is performed because a pinching type welding machine cannot be used. Carbon dioxide gas welding is performed by making a hole in one steel plate of the overlapped portion using a tool such as a drill and welding the periphery of this hole to the other steel plate. For example, in the case of spot welding with a pitch of 50 mm, at least five holes with a diameter of 6 mm are drilled in the non-welded portion and carbon dioxide gas welding is performed. However, carbon dioxide welding requires many holes to be drilled and welded, which is not only time consuming but also cumbersome. In addition, since one steel plate has a large number of holes having a diameter of 6 mm, the strength as expected in the welded portion cannot be obtained.

本発明は、このような問題に鑑み、スポット溶接が施された板材の接合部に対し、簡単に施工できしかも十分な強度を確保して補強することができる、板材接合部の補強構造を提供することにある。   In view of such a problem, the present invention provides a reinforcing structure for a plate material joint that can be easily constructed and can be reinforced with sufficient strength for a joint of a plate material subjected to spot welding. There is to do.

上記課題を解決するために、本発明は次の構成を備える。
請求項1に係る発明は、複数枚の板材の一致させた端部近傍を所要間隔ごとにスポット溶接して接合した板材接合部の補強構造であって、両板材の端面を含む板材接合部の表裏面に、強化繊維シート材から成る被覆層に熱硬化樹脂を塗布して硬化させた表面硬化部を備えている、点に特徴がある。
In order to solve the above problems, the present invention has the following configuration.
The invention according to claim 1 is a reinforcing structure of a plate material joint portion in which the vicinity of the matched end portions of a plurality of plate materials is joined by spot welding at every required interval, and includes a plate material joint portion including end surfaces of both plate materials. The front and back surfaces are characterized in that they are provided with a surface cured portion obtained by applying a thermosetting resin to a coating layer made of a reinforcing fiber sheet material and curing it.

請求項2に係る発明は、複数枚の板材を一方の板材の端部が他方の板材の板面上に位置するようにして上記端部近傍を所要間隔ごとにスポット溶接して接合した板材接合部の補強構造であって、一方の板材の端部近傍の接合部表面から他方の板材の表面部にかけて、強化繊維シート材から成る被覆層に熱硬化樹脂を塗布して硬化させた表面硬化部を備えている、点に特徴がある。 The invention according to claim 2 is a plate material joint in which a plurality of plate materials are joined by spot welding at the required intervals in the vicinity of the end portions so that the end portion of one plate material is positioned on the plate surface of the other plate material. Part of the reinforcing structure, a surface-curing part obtained by applying a thermosetting resin to a covering layer made of a reinforcing fiber sheet material and curing it from the surface of the joint near the end of one plate to the surface of the other plate It is characterized by having a point.

請求項3に係る発明は、請求項1に係る態様の板材接合部の補強構造であって、スポット溶接された板材の端部間に生じた隙間に接着剤を充填し、この接着剤を固化させて成る隙間硬化部と、隙間硬化部を含む両板材端部近傍の板材接合部の表裏面を強化繊維シート材によって覆い、この強化繊維シート材に熱硬化樹脂を塗布して硬化させることにより形成された表面硬化部とを備えている、点に特徴がある。 The invention according to claim 3 is the reinforcing structure of the plate material joint portion according to the aspect of claim 1, wherein the adhesive is filled in the gap formed between the end portions of the spot-welded plate material, and the adhesive is solidified. By covering the front and back surfaces of the gap cured portion and the plate joint portion in the vicinity of both plate material end portions including the gap cured portion with a reinforcing fiber sheet material, and applying and curing a thermosetting resin on the reinforcing fiber sheet material It is characterized by having a surface hardened portion formed.

また、請求項4に係る発明は、請求項2に係る態様の板材接合部の補強構造であって、スポット溶接された上記一方の板材の端部と他方の板材の表面部との間に生じた隙間に接着剤を充填し、この接着剤を固化させて成る隙間硬化部と、隙間硬化部を含む一方の板材の端部近傍の接合部から他方の板材の表面部を強化繊維シート材によって覆い、この強化繊維シート材に熱硬化樹脂を塗布して硬化させることにより形成された表面硬化部とを備えている、点に特徴がある。 The invention according to claim 4 is the reinforcing structure of the plate material joint portion according to the aspect of claim 2, and is generated between the end portion of the one plate material spot-welded and the surface portion of the other plate material. Reinforced fiber sheet material is used to fill the surface of the other plate material from the gap cured portion formed by filling the gap with adhesive and solidifying the adhesive, and the joint portion in the vicinity of the end portion of one plate material including the gap cured portion. It is characterized in that it is provided with a surface-cured portion formed by applying and curing a thermosetting resin on the reinforcing fiber sheet material.

板材接合部は、スポット溶接部間にビスが締着されているものであっても良い。ビスは、頭部が厚みの薄い略T字形をしたタッピングビスが望ましい。
強化繊維シート材は、ガラスクロスが最適である。
熱硬化樹脂は、エポキシ樹脂あるいはポリエステル.ホ゜リウレタン樹脂が適用可能である。
本発明が適用される板材接合部は、スポット溶接された接合部であれば種々のものに適用可能で、例えば車輌ボディの内側パネルと外側パネルの接合部に適用すると良い。
The plate material joint may be one in which screws are fastened between spot welds. The screw is preferably a tapping screw having a thin T-shaped head.
The glass fiber cloth is most suitable for the reinforcing fiber sheet material.
As the thermosetting resin, an epoxy resin or a polyester-polyurethane resin can be applied.
The plate material joint to which the present invention is applied can be applied to various joints as long as it is a spot welded joint. For example, it may be applied to a joint between an inner panel and an outer panel of a vehicle body.

本発明によれば、複数枚の板材の端部をほぼ一致させるようにして当該端部近傍を所要間隔ごとにスポット溶接して接合した板材接合部、あるいは、一方の板材の端部が他方の板材の板面上に位置するようにして当該端部近傍を所要間隔ごとにスポット溶接して接合した板材接合部に対し、両板材の端面を含む板材接合部の表裏面、あるいは一方の板材の端部近傍の接合部から他方の板材の表面部が、強化繊維シート材に熱硬化樹脂を塗布して硬化させた表面硬化部によって覆われるので、スポット溶接された接合部の全体を表面硬化部によって一体化させることができ、当該接合部に十分な強度と剛性を持たせることができる。
また、強化繊維シート材で接合部を覆って熱硬化樹脂を塗布するだけであるから、施工作業も比較的容易に行うことができる。
According to the present invention, a plate material joined portion obtained by spot welding the vicinity of the end portions at every required interval so that the end portions of the plurality of plate materials are substantially matched, or the end portion of one plate material is the other end. For the plate joint joined by spot welding at the required intervals around the end so as to be located on the plate surface of the plate, the front and back surfaces of the plate joint including the end faces of both plate members, or one of the plate members Since the surface portion of the other plate material from the joint portion in the vicinity of the end portion is covered with the surface hardened portion obtained by applying the thermosetting resin to the reinforcing fiber sheet material and cured, the entire surface welded joint portion is the surface hardened portion. Therefore, the joint portion can have sufficient strength and rigidity.
In addition, since the thermosetting resin is only applied by covering the joint with the reinforcing fiber sheet material, the construction work can be performed relatively easily.

請求項3と4に係る発明の場合、スポット溶接された板材間に生じた隙間に接着剤を充填、固化させた隙間硬化部を設け、この隙間硬化部を含む板材接合部の表裏面等を上記表面硬化部によって覆ってあるので、スポット溶接された板材接合部に、更に一層高い強度と剛性を得ることができる。 In the case of the inventions according to claims 3 and 4, a gap hardening portion filled with an adhesive and solidified in a gap generated between spot welded plate materials is provided, and the front and back surfaces of the plate material joint portion including the gap hardening portion are provided. Since it is covered by the surface hardened portion, it is possible to obtain even higher strength and rigidity in the spot-welded plate material joint.

以下、本発明の実施の形態を、図1から図3に示す実施例を参照しつつ詳説する。
図1は、本発明の一実施例に係る接合部補強構造の概略断面図である。
図中符合1は、L字状に屈曲された2枚の鋼板材の起立片2,2を背中合わせに対面させ、長さ方向に沿って所要間隔でスポット溶接した接合部である。この接合部1は、鋼板材の起立片2,2の上端がほぼ揃えられた状態にあり、起立片間にはほとんど隙間が形成されていない。
3は、接合部1の全表面、すなわち両鋼板材の起立片2,2の上端を含む起立片表面を覆った表面硬化部である。表面硬化部3は、ガラスクロスやカーホ゛ンクロスケフ゛ラークロスなどから成る強化繊維シート4に熱硬化樹脂5を塗布して硬化させたものである。熱硬化樹脂としては、エポキシ樹脂あるいはポリエステル樹脂が用いられる。
表面硬化部を形成する強化繊維シートは、複数枚を層状に重ねるようにしても良い。
Hereinafter, embodiments of the present invention will be described in detail with reference to the examples shown in FIGS.
FIG. 1 is a schematic cross-sectional view of a joint reinforcement structure according to an embodiment of the present invention.
In the figure, reference numeral 1 is a joint portion in which the upright pieces 2 and 2 of the two steel plates bent in an L shape face each other back to back and are spot-welded at a required interval along the length direction. The joint 1 is in a state in which the upper ends of the upright pieces 2 and 2 of the steel plate material are substantially aligned, and almost no gap is formed between the upright pieces.
3 is a surface hardening part which covered the whole surface of the junction part 1, ie, the standing piece surface including the upper end of the standing pieces 2 and 2 of both steel plate materials. The surface hardened portion 3 is obtained by applying a thermosetting resin 5 to a reinforcing fiber sheet 4 made of glass cloth, carbon cloth kevlar cloth, or the like and curing it. An epoxy resin or a polyester resin is used as the thermosetting resin.
A plurality of reinforcing fiber sheets forming the surface hardened portion may be layered.

この補強構造は、次のようにして形成される。
先ず、スポット溶接された接合部1の全体を強化繊維シート材4によって覆う。強化繊維シート材4は、接合部1の表面に密着するようにして配置される。
次いで、強化繊維シート材の4上から熱硬化樹脂5を強化繊維シート材内に含浸するようにして塗布する。そして、40-60℃程度の熱風を吹きかけて熱硬化樹脂5を硬化させる。
形成された表面硬化部5によって両鋼板材の接合部は、強固に一体化される。
This reinforcing structure is formed as follows.
First, the entire spot welded joint 1 is covered with the reinforcing fiber sheet material 4. The reinforcing fiber sheet material 4 is arranged in close contact with the surface of the joint 1.
Next, the thermosetting resin 5 is applied from above the reinforcing fiber sheet material 4 so as to be impregnated into the reinforcing fiber sheet material. Then, hot air of about 40-60 ° C. is blown to cure the thermosetting resin 5.
The joined portion of both steel sheets is firmly integrated by the formed surface hardened portion 5.

図2は、図1と同様にL字状に屈曲された2枚の鋼板材の起立片12,12を背中合わせに対面させ、長さ方向に沿って所要間隔でスポット溶接した接合部11で、起立片間に隙間16を有する例である。
こうした隙間16には、接着剤を充填して固化した隙間硬化部17が設けられる。接着剤としては、例えばエポキシ樹脂やポリウレタン樹脂などが用いられる。
隙間硬化部16を含む両起立片の表面は、強化繊維シート材14によって覆われており、強化繊維シート材14には熱硬化樹脂15を塗布して硬化させてある。この表面硬化部13は、上記した図1の実施例の場合の表面硬化部3と同じ構造のものである。
FIG. 2 shows a joint portion 11 in which the upright pieces 12 and 12 of two steel plate materials bent in an L-shape are faced back to back in the same manner as in FIG. 1 and spot-welded at a predetermined interval along the length direction. It is an example which has the clearance gap 16 between standing pieces.
The gap 16 is provided with a gap hardening portion 17 filled with an adhesive and solidified. As the adhesive, for example, an epoxy resin or a polyurethane resin is used.
The surfaces of both standing pieces including the gap hardening portion 16 are covered with a reinforcing fiber sheet material 14, and a thermosetting resin 15 is applied to the reinforcing fiber sheet material 14 and cured. The surface hardened portion 13 has the same structure as the surface hardened portion 3 in the case of the embodiment shown in FIG.

この補強構造では、表面硬化部13の形成に先立って接合部11の隙間に接着剤が充填され、隙間硬化部17を形成した後、表面硬化部13を上記したと同様にして形成することにより、施工される。 In this reinforcing structure, the adhesive is filled in the gap of the joint portion 11 prior to the formation of the surface hardened portion 13, and after forming the gap hardened portion 17, the surface hardened portion 13 is formed in the same manner as described above. It will be constructed.

図3は、両鋼板材の接合部が図1や図2とは異なり、両鋼板材の接合端部を平面方向にずらしてスポット溶接されている場合である。すなわち、一方の鋼板材22の板面上に他方の鋼板材32の端部32aを位置させてある。
図中符合24は、他方の板材32の端部32aを含む近傍位置の接合部表面から上記一方の板材22の表面部にかけて覆う強化繊維シート材から成る被覆層で、この被覆層24に熱硬化樹脂25を塗布して硬化させることにより表面硬化部23が形成されている。
強化繊維シート材としては、ガラス繊維やアラミド繊維あるいはカーボン繊維を布状に形成したものであれば良く、例えば50mm幅で、質量が150g/cm2から350g/cm2のテープ状をしたガラスクロスが望ましい。
FIG. 3 shows a case where the welded portions of both steel plates are different from those shown in FIGS. 1 and 2 and spot welding is performed by shifting the joined ends of both steel plates in the plane direction. That is, the end 32 a of the other steel plate material 32 is positioned on the plate surface of the one steel plate material 22.
Reference numeral 24 in the figure is a coating layer made of a reinforcing fiber sheet material covering from the surface of the joint portion in the vicinity including the end portion 32a of the other plate material 32 to the surface portion of the one plate material 22, and the coating layer 24 is thermally cured. The surface cured portion 23 is formed by applying and curing the resin 25.
As the reinforcing fiber sheet material, any glass fiber, aramid fiber or carbon fiber formed in a cloth shape may be used. For example, a glass cloth having a tape shape with a width of 50 mm and a mass of 150 g / cm 2 to 350 g / cm 2 is desirable. .

この他、図示しないが、複数枚の板材を一方の板材の端部が他方の板材の板面上に位置するようにして上記端部近傍を所要間隔ごとにスポット溶接して接合した板材接合部にあって、一方の板材の表面と他方の板材の裏面との間に隙間を設けた場合(図3の例において、一方の板材の起立片と他方の板材の起立片間に隙間を生じている場合)にも本発明は、同様に適用できる。
この場合、接合部の隙間には、接着剤が充填され、隙間硬化部が形成される。
また、隙間硬化部の周囲には、強化繊維シート材から成る被覆層に熱硬化樹脂を塗布して形成した表面硬化部が設けられる。
In addition, although not shown in the drawings, a plurality of plate members are joined by spot welding at the required intervals around the end portion so that the end portion of one plate member is positioned on the plate surface of the other plate member. In the case where a gap is provided between the front surface of one plate material and the back surface of the other plate material (in the example of FIG. 3, a gap is generated between the standing piece of one plate material and the standing piece of the other plate material. The present invention can be applied in the same manner.
In this case, the gap between the joints is filled with an adhesive to form a gap hardening portion.
Further, around the gap cured portion, a surface cured portion formed by applying a thermosetting resin to a coating layer made of a reinforcing fiber sheet material is provided.

これらの各例において、表面硬化部あるいは表面硬化部と隙間硬化部を有する接合部において、接合部の長手方向に沿ってタッピングビスをねじ込むようにしても良い。タッピングビスは、頭部が薄く平坦なT字形をしたものが望ましい。こうしたビスは、頭部が不必要に出っ張ることがなく、接合部に対するその後の処理に邪魔になることがない。 In each of these examples, a tapping screw may be screwed along the longitudinal direction of the joint portion in the joint portion having the surface hardened portion or the surface hardened portion and the gap hardened portion. The tapping screw preferably has a T-shape with a thin head and a flat surface. These screws do not cause the head to protrude unnecessarily and do not interfere with subsequent processing on the joint.

スポット溶接の引張り強度は、車輌製造工場などの質の高い溶接機で、溶着部径5〜6mm、240kgf/cm2程度であり、また、修理工場などで通常用いられる溶接機で、溶着部径3mm、120kgf/cm2程度である。修理工場などでは、溶接機の電圧や性能が異なるため、強度が低下するばかりでなくばらつきを生じる。
一方、試験片5本をそれぞれエポキシ樹脂を主成分とする接着剤を用いて接合したときの平均強度は、300kgf/cm2であった。
したがって、接着剤を用いた場合の接合部の引っ張り強度は、質の高い溶接機によって溶接したときの引張り強度と比較してなんら遜色がない。
また、強化繊維シート材に熱硬化樹脂としてエポキシ樹脂を塗布して硬化させた表面硬化部の、曲げ強さは、3500kgf/cmであった。
The tensile strength of spot welding is a high-quality welding machine such as a vehicle manufacturing factory, and the welded part diameter is 5 to 6 mm, about 240 kgf / cm2, and the welded part diameter is 3 mm with a welding machine usually used in repair shops. 120 kgf / cm 2. In a repair shop or the like, the voltage and performance of the welding machine are different, so that not only the strength is lowered, but also variations occur.
On the other hand, the average strength when the five test pieces were joined using an adhesive mainly composed of an epoxy resin was 300 kgf / cm <2>.
Therefore, the tensile strength of the joint when using the adhesive is comparable to the tensile strength when welding with a high-quality welder.
Further, the bending strength of the surface-cured portion obtained by applying and curing an epoxy resin as a thermosetting resin on the reinforcing fiber sheet material was 3500 kgf / cm.

これらのことから、本発明に係る補強構造において、スポット溶接の非溶接箇所に表面硬化部を設け、あるいはこれに隙間硬化部を併用した補強構造の場合、接合部にねじれを生じた場合にも十分な剛性を補償する。 From these facts, in the reinforcing structure according to the present invention, in the case of a reinforcing structure in which a surface hardening portion is provided at a non-welded portion of spot welding or a gap hardening portion is used in combination with this, even when a twist occurs in the joint portion Compensate for sufficient stiffness.

本発明の一実施例に係るスポット溶接接合部の補強構造を概略的に示す断面図。Sectional drawing which shows schematically the reinforcement structure of the spot welding junction part which concerns on one Example of this invention. 本発明の他の実施例に係るスポット溶接接合部の補強構造を概略的に示す断面図。Sectional drawing which shows schematically the reinforcement structure of the spot welding junction part which concerns on the other Example of this invention. 本発明の別の実施例に係るスポット溶接接合部の補強構造を概略的に示す断面図。Sectional drawing which shows schematically the reinforcement structure of the spot welding junction part which concerns on another Example of this invention.

符号の説明Explanation of symbols

1,11 接合部
2,12,22,32 鋼板の起立片
3,13,23 表面硬化部
4,14,24 強化繊維シート材
5,15,25 熱硬化樹脂
16 起立片間の隙間
17 隙間硬化部
DESCRIPTION OF SYMBOLS 1,11 Joint part 2,12,22,32 Standing piece of steel plate 3,13,23 Surface hardening part 4,14,24 Reinforcing fiber sheet material 5,15,25 Thermosetting resin 16 Clearance between standing pieces 17 Clearance hardening Part

Claims (10)

複数枚の板材を一方の板材の端部と他方の板材の端部とがほぼ一致するようにして上記端部近傍を所要間隔ごとにスポット溶接して接合した板材接合部の補強構造であって、
両板材の端面を含む板材接合部の表裏面が、強化繊維シート材から成る被覆層に熱硬化樹脂を塗布して硬化させた表面硬化部によって覆われている、
ことを特徴とする板材接合部の補強構造。
A reinforcing structure of a plate material joining portion in which a plurality of plate materials are joined by spot welding at a predetermined interval in the vicinity of the end portion so that an end portion of one plate material and an end portion of the other plate material are substantially matched. ,
The front and back surfaces of the plate material joint portion including the end surfaces of both plate materials are covered with a surface hardened portion obtained by applying a thermosetting resin to the coating layer made of the reinforcing fiber sheet material and curing it.
The reinforcing structure of the board | plate material junction part characterized by the above-mentioned.
複数枚の板材を一方の板材の端部が他方の板材の板面上に位置するようにして上記端部近傍を所要間隔ごとにスポット溶接して接合した板材接合部の補強構造であって、
一方の板材の端部近傍の接合部から他方の板材の表面部を強化繊維シート材によって覆い、この強化繊維シート材に熱硬化樹脂を塗布して硬化させることにより形成された表面硬化部を備えた、
板材接合部の補強構造。
A reinforcing structure of a plate material joint portion in which a plurality of plate materials are joined by spot welding of the vicinity of the end portion at every required interval so that the end portion of one plate material is positioned on the plate surface of the other plate material,
The surface portion of the other plate material is covered with the reinforcing fiber sheet material from the joint portion in the vicinity of the end portion of one plate material, and the surface cured portion is formed by applying and curing a thermosetting resin on the reinforcing fiber sheet material. The
Reinforcement structure for plate joints.
複数枚の板材を一方の板材の端部と他方の板材の端部とがほぼ一致するようにして上記端部近傍を所要間隔ごとにスポット溶接して接合した板材接合部の補強構造であって、
スポット溶接された上記板材の端部間に生じた隙間に接着剤を充填し、この接着剤を固化させて成る隙間硬化部と、
上記隙間硬化部を含む両板材端部近傍の板材接合部の表裏面を強化繊維シート材によって覆い、この強化繊維シート材に熱硬化樹脂を塗布して硬化させることにより形成された表面硬化部とを備えた、
ことを特徴とする板材接合部の補強構造。
A reinforcing structure of a plate material joining portion in which a plurality of plate materials are joined by spot welding at a predetermined interval in the vicinity of the end portion so that an end portion of one plate material and an end portion of the other plate material are substantially matched. ,
A gap cured portion formed by filling an adhesive into a gap generated between the end portions of the spot-welded plate material and solidifying the adhesive; and
A surface hardened portion formed by covering the front and back surfaces of the plate material joint portion in the vicinity of both plate material end portions including the gap hardened portion with a reinforcing fiber sheet material, and applying and curing a thermosetting resin on the reinforcing fiber sheet material; With
The reinforcing structure of the board | plate material junction part characterized by the above-mentioned.
複数枚の板材を一方の板材の端部が他方の板材の板面上に位置するようにして上記端部近傍を所要間隔ごとにスポット溶接して接合した板材接合部の補強構造であって、
スポット溶接された上記一方の板材の端部と他方の板材の表面部との間に生じた隙間に接着剤を充填し、この接着剤を固化させて成る隙間硬化部と、
上記隙間硬化部を含む一方の板材の端部近傍の接合部から他方の板材の表面部を強化繊維シート材によって覆い、この強化繊維シート材に熱硬化樹脂を塗布して硬化させることにより形成された表面硬化部とを備えた、
板材接合部の補強構造。
A reinforcing structure of a plate material joint portion in which a plurality of plate materials are joined by spot welding of the vicinity of the end portion at every required interval so that the end portion of one plate material is positioned on the plate surface of the other plate material,
A gap hardening portion formed by filling an adhesive into a gap generated between the end portion of the one plate material spot-welded and the surface portion of the other plate material, and solidifying the adhesive;
It is formed by covering the surface portion of the other plate material from the joint portion in the vicinity of the end portion of one plate material including the gap hardening portion with a reinforcing fiber sheet material, and applying and curing a thermosetting resin on the reinforcing fiber sheet material. With a hardened surface portion,
Reinforcement structure for plate joints.
請求項1から4のいずれかに記載の板材接合部の補強構造において、
前記板材接合部のスポット溶接部間にビスが締着されている、
板材接合部の補強構造。
In the reinforcement structure of the board | plate material junction part in any one of Claim 1 to 4,
Screws are fastened between spot welds of the plate material joint,
Reinforcement structure for plate joints.
前記強化繊維シート材がガラスクロスである、
請求項1から4のいずれかに記載の板材接合部の補強構造。
The reinforcing fiber sheet material is a glass cloth,
The reinforcement structure of the board | plate material junction part in any one of Claim 1 to 4.
前記熱硬化樹脂は、エポキシ樹脂である、
請求項1から4のいずれかに記載の板材接合部の補強構造。
The thermosetting resin is an epoxy resin.
The reinforcement structure of the board | plate material junction part in any one of Claim 1 to 4.
前記熱硬化樹脂は、ポリエステル樹脂である、
請求項1から4のいずれかに記載の板材接合部の補強構造。
The thermosetting resin is a polyester resin.
The reinforcement structure of the board | plate material junction part in any one of Claim 1 to 4.
前記ビスは、頭部が厚みの薄い略T字形をしたタッピングビスである、
請求項5記載の板材接合部の補強構造。
The screw is a tapping screw having a thin T-shaped head.
The reinforcement structure of the board | plate material junction part of Claim 5.
前記接合される板材が、車輌ボディの内側パネルと外側パネルである、
請求項1から4のいずれかに記載の板材接合部の補強構造。
The plate members to be joined are an inner panel and an outer panel of a vehicle body,
The reinforcement structure of the board | plate material junction part in any one of Claim 1 to 4.
JP2005333836A 2005-11-18 2005-11-18 Reinforcing structure of plate material jointing part Withdrawn JP2007137262A (en)

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Application Number Priority Date Filing Date Title
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Publications (1)

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