JP4835463B2 - Eaves joint connection structure - Google Patents

Eaves joint connection structure Download PDF

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JP4835463B2
JP4835463B2 JP2007043668A JP2007043668A JP4835463B2 JP 4835463 B2 JP4835463 B2 JP 4835463B2 JP 2007043668 A JP2007043668 A JP 2007043668A JP 2007043668 A JP2007043668 A JP 2007043668A JP 4835463 B2 JP4835463 B2 JP 4835463B2
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eaves
rear wall
wall
wall portion
reinforcing member
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JP2008208535A (en
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哲 齊藤
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Panasonic Corp
Panasonic Electric Works Co Ltd
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Panasonic Corp
Matsushita Electric Works Ltd
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Description

本発明は、建築物の軒先に取付けられる一対の軒樋を継ぐ軒樋内継手の接続構造に関し、詳しくは、軒樋の前壁上端部と屋根の先端部との間隔が狭い場合でも軒樋内に容易に挿入することができる軒樋内継手の接続構造に関する。 The present invention relates to a connection structure for an eaves-inner joint that connects a pair of eaves attached to the eaves of a building, and more particularly, even when the distance between the upper end of the front wall of the eaves and the tip of the roof is narrow. The present invention relates to a connection structure for an eaves-inner joint that can be easily inserted into the eaves.

従来、一対の軒樋を長手方向に連結するときには、軒樋の端部同士を突き合わせた状態で、軒樋と略同じ断面形状で合成樹脂材料製等により成形された軒樋内継手を接着剤を介して軒樋の内周面に接着されていた。   Conventionally, when connecting a pair of eaves eaves in the longitudinal direction, an adhesive is used for the eaves eaves inner joint formed by a synthetic resin material or the like with substantially the same cross-sectional shape as the eaves eaves in a state where the ends of the eaves are in contact with each other. It was glued to the inner peripheral surface of the eaves.

ところが、軒樋の前壁上端部と屋根下端との間隔が狭い場合は、軒樋内継手を軒樋内に容易に挿入することができないという問題が生じていた。   However, when the distance between the upper end of the front wall of the eaves and the lower end of the roof is narrow, there has been a problem that the joint in the eaves cannot be easily inserted into the eaves.

この問題を解決する方法が特許文献1に開示されている。図9(a)に示すように、特許文献1の軒樋内継手20は軒樋10内に容易に挿入して一対の軒樋10を接続するものである。   A method for solving this problem is disclosed in Patent Document 1. As shown in FIG. 9A, the eaves-inner joint 20 of Patent Document 1 is easily inserted into the eaves eaves 10 to connect a pair of eaves eaves 10.

軒樋内継手20は断面凹形状で、軒樋10の前壁11に添わせる前板部21と、軒樋10の底板13に添わせる底板部23と、軒樋10の後壁12に添わせる後板部22とを備えている。ここで、後板部22と底板部23の間に溝20aが形成される。   The eaves-inner joint 20 has a concave cross-sectional shape, and is attached to the front plate portion 21 attached to the front wall 11 of the eave ridge 10, the bottom plate portion 23 attached to the bottom plate 13 of the eave ridge 10, and the rear wall 12 of the eave ridge 10. And a rear plate portion 22 to be provided. Here, a groove 20 a is formed between the rear plate portion 22 and the bottom plate portion 23.

このため、軒樋10の前壁11の上端部10aと建物1の屋根2の先端部3との間隔が狭い場合でも、後板部22は底板部23に対し鈍角の状態にして、軒樋内継手20全体が先端部3にぶつからないようにしながら軒樋10内に容易に入れることができる。   For this reason, even when the space | interval of the upper end part 10a of the front wall 11 of the eaves ridge 10 and the front-end | tip part 3 of the roof 2 of the building 1 is narrow, the back board part 22 shall be made into an obtuse angle state with respect to the bottom board part 23, and The entire inner joint 20 can be easily put into the eaves bowl 10 while preventing it from hitting the tip 3.

そして、溝20aによって後板部22と底板部23を鋭角にして後板部22の上端部を軒樋10の後壁12と後耳12aとの角に引っ掛けた状態で、後板部22が後壁12に沿うまで差入れ操作を行なうことにより軒樋内継手20全体を軒樋内に容易に差し入れることができる。   Then, with the rear plate portion 22 and the bottom plate portion 23 having an acute angle by the groove 20a, the rear plate portion 22 is in a state where the upper end portion of the rear plate portion 22 is hooked on the corner of the rear wall 12 and the rear ear 12a of the eaves rod 10. By performing the insertion operation along the rear wall 12, the entire eaves joint 20 can be easily inserted into the eaves.

ところが、後板部22の上端部を確実に後壁12と後耳12aとの角に引っ掛けた状態で、後板部22が後壁12に沿うまで差入れ操作を行なう際に溝20aの裏側が底板13に接触して接着剤の剥落が発生することがあった。このため、軒樋内継手20と軒樋10との間の止水性を確実に確保することができず連結部分から雨水の漏れが生じるという問題があった。   However, when the insertion operation is performed until the rear plate portion 22 extends along the rear wall 12 in a state where the upper end portion of the rear plate portion 22 is securely hooked on the corner of the rear wall 12 and the rear ear 12a, the back side of the groove 20a is The adhesive may come off in contact with the bottom plate 13. For this reason, there was a problem that the water stoppage between the eaves inner joint 20 and the eaves rod 10 could not be ensured reliably, and rainwater leaked from the connecting portion.

また、溝20aによって溝20a近傍における強度が不足しているとともに、軒樋内継手20は断面凹形状なので軒樋が外部から衝撃を受けると軒樋内継手20と軒樋が位置ずれしたり外れたりする恐れがあるので強度面で不安定であった。   In addition, the strength in the vicinity of the groove 20a is insufficient due to the groove 20a, and the eaves-inner joint 20 has a concave cross section, so that when the eaves receives an impact from the outside, the eaves-inner joint 20 and the eaves are displaced or detached. It was unstable in terms of strength.

この軒樋内継手の強度不足の問題を解決する方法が特許文献2に開示されている。図9(b)に示すように、特許文献2の軒樋内継手20は外継手31と内継手32から成り、内継手32は補強材34を備える。補強材34はその両端部に設けられた第一係止部37と第二係止部38を、内継手32の両側壁35に設けられた挟持部39と挟持部30に着脱自在に嵌め込むことにより架設される。この補強材34によって内継手32の両側壁35を軒樋33に強固に密着することができるので、軒樋内継手20と軒樋33が位置ずれしたり外れたりすることがなくなる。
特開2002−235409号公報 特開平8−158552号公報
A method for solving the problem of insufficient strength of the joint inside the eaves is disclosed in Patent Document 2. As shown in FIG. 9B, the eaves inner joint 20 of Patent Document 2 includes an outer joint 31 and an inner joint 32, and the inner joint 32 includes a reinforcing material 34. The reinforcing member 34 is detachably fitted with the first locking portion 37 and the second locking portion 38 provided at both ends thereof in the holding portion 39 and the holding portion 30 provided on both side walls 35 of the inner joint 32. It is constructed by. Since both side walls 35 of the inner joint 32 can be firmly adhered to the eaves ridge 33 by the reinforcing material 34, the eaves ridge inner joint 20 and the eaves ridge 33 are not displaced or detached.
JP 2002-235409 A JP-A-8-158552

ところが、特許文献2の構成によれば、補強材34の両端の第一係止部37と第二係止部38をそれぞれ挟持部39と挟持部30に嵌め込む際に、嵌め込み位置調整のために、作業者が軒樋33内部を覗き込んで位置確認をする必要があった。このため、補強材34の取付が面倒で作業効率が低下するという問題があった。   However, according to the configuration of Patent Document 2, when the first locking portion 37 and the second locking portion 38 at both ends of the reinforcing member 34 are fitted into the clamping portion 39 and the clamping portion 30, respectively, for adjusting the fitting position. In addition, it was necessary for the operator to look inside the eaves 33 to confirm the position. For this reason, there was a problem that the mounting of the reinforcing member 34 is troublesome and the working efficiency is lowered.

そこで、本発明はかかる従来技術の問題に鑑みなされたものであって、軒樋の前壁上端部と屋根の先端部との間隔が狭い場合でも軒樋内継手を軒樋内に接着剤の剥落を発生させずに容易に挿入することができて、強度の高い軒樋内継手の接続構造を提供することを目的とする。 Therefore, the present invention has been made in view of the problems of the prior art, and even when the gap between the front wall upper end of the eaves and the front end of the roof is narrow, the joint in the eaves is placed in the eaves. An object of the present invention is to provide a connection structure for an eaves-inner joint that can be easily inserted without causing peeling and has a high strength.

請求項1の発明は、前壁と後壁と底壁からなる一対の軒樋を連結する上部材と下部材から成る軒樋内継手の接続構造であって、前記軒樋の前壁と後壁のそれぞれ上端部に軒樋の内部側に突出する第一突起と第二突起を備え、前記下部材は前壁部と後壁部と底壁部から成り、後壁部は前記後壁の略1/2の高さで、この後壁部の上端部と前壁部の略1/2の高さ位置を連結する第一補強材を備え、前記前壁部と後壁部と底壁部が前記軒樋に接着するとともに前壁部の上端部は前記第一突起に係合し、前記上部材は前部と後部が底部としての第二補強材で連結されて成り、この上部材を前記軒樋に挿入すると、前記後部の上端部が前記第二突起に係止されるとともに前記後部が前記軒樋の後壁に接着し、前記第二補強材が第一補強材に当接して前記前部の上端部が前記下部材の前壁部の上端部に係止するに、前記第一補強材の前記後壁部近傍は第一補強材の両側に前記後壁部の上端部に沿って平行に突出する突出部が設けられ、第一補強材と同じ幅を持つ前記第二補強材の前記後部近傍は第二補強材の両側に前記後部の下端部に沿って平行に突出する係合部が下垂する係合片を備えて設けられることを特徴としている。 The invention of claim 1 is a connection structure of an eaves inner joint composed of an upper member and a lower member for connecting a pair of eaves made up of a front wall, a rear wall and a bottom wall, wherein the front wall and the rear A first protrusion and a second protrusion projecting toward the inner side of the eaves are provided at each upper end of the wall, and the lower member is composed of a front wall part, a rear wall part, and a bottom wall part, and a rear wall part is formed of the rear wall. A first reinforcing member connecting the upper end portion of the rear wall portion and the height position of substantially the half of the front wall portion at a height of about 1/2, the front wall portion, the rear wall portion and the bottom wall; The upper part of the front wall part engages with the first protrusion, and the upper member is formed by connecting the front part and the rear part with a second reinforcing material as a bottom part. Is inserted into the eaves bowl, the upper end of the rear part is locked to the second protrusion, the rear part adheres to the rear wall of the eaves bowl, and the second reinforcing material abuts on the first reinforcing material. Before While the upper end portion of the front portion is locked to the upper end portion of the front wall portion of the lower member, the vicinity of the rear wall portion of the first reinforcing member is along the upper end portion of the rear wall portion on both sides of the first reinforcing member. A projecting portion projecting in parallel is provided, and the vicinity of the rear portion of the second reinforcing material having the same width as the first reinforcing material projects in parallel along the lower end portion of the rear portion on both sides of the second reinforcing material. The joint portion is provided with an engaging piece that hangs down.

請求項2の発明は、請求項1に記載の軒樋内継手の接続構造であって、前記第一突起と第二突起は前記軒樋に備える前耳と後耳であることを特徴としている。 Invention of Claim 2 is a connection structure of the joint in an eaves hall of Claim 1, Comprising: Said 1st processus | protrusion and 2nd processus | protrusion are the front ear and back ear with which the said eaves bowl is provided, It is characterized by the above-mentioned. .

請求項1記載の発明によれば、前記下部材は前壁部と後壁部と底壁部から成り、後壁部は前記後壁の略1/2の高さで、この後壁部の上端部と前壁部の略1/2の高さ位置を連結する第一補強材を備えるので、前壁部と後壁部は第一補強材によって、その面内剛性を高めることができるので強度の高い軒樋内継手の接続構造が得られる。 According to the first aspect of the present invention, the lower member includes a front wall portion, a rear wall portion, and a bottom wall portion, and the rear wall portion has a height that is approximately ½ of the rear wall. Since the first reinforcing member that connects approximately 1/2 of the height position of the upper end portion and the front wall portion is provided, the in-plane rigidity of the front wall portion and the rear wall portion can be increased by the first reinforcing member. A connection structure for a high strength eaves joint.

そして、前記上部材は前部と後部が底部としての第二補強材で連結されて成り、この上部材を前記軒樋に挿入すると、前記後部の上端部が前記第二突起に係止されるとともに前記後部が前記軒樋の後壁に接着し、前記第二補強材が第一補強材に当接して前記前部の上端部が前記下部材の前壁部の上端部に係止されるので、前記上部材と前記下部材と軒樋は一体化してその強度を高めることができる。   The upper member has a front portion and a rear portion connected by a second reinforcing material as a bottom portion. When the upper member is inserted into the eaves bowl, the upper end portion of the rear portion is locked to the second protrusion. And the rear part is bonded to the rear wall of the eaves, the second reinforcing member abuts on the first reinforcing member, and the upper end of the front part is locked to the upper end of the front wall part of the lower member. Therefore, the upper member, the lower member, and the eaves can be integrated to increase the strength.

このように、前記軒樋内継手は前記下部材と前記上部材で形成されるので、軒樋の前壁上端部と屋根の先端部との間隔が狭い場合でも軒樋内継手を別々に軒樋内に容易に挿入してから一体化できるので、接着剤の剥落が発生することもなくなるので均一な接合が可能となり、軒樋内継手と軒樋との間の止水性を確実に確保することができるので連結部分からの雨水漏れがなくなる。   Thus, since the eaves-inner joint is formed of the lower member and the upper member, the eaves-inner joint is separately provided even when the distance between the upper end of the front wall of the eaves and the tip of the roof is narrow. Since it can be integrated after being easily inserted into the bag, no peeling of the adhesive will occur, making it possible to achieve uniform bonding and ensuring water-stopping between the eaves-inner joint and the eaves. As a result, there is no leakage of rainwater from the connecting part.

また、第二補強材の両側に突出する係合部の係合片によって第一補強材の両側を挟んだ状態で第二補強材を滑らすだけで、第二補強材が第一補強材の突出部の位置まで確実かつ容易に到達して当接することができる。このため、上下前後左右の三次元的に位置ずれなく案内ガイドできるので、作業者が位置調整のために軒樋内部を覗き込んで位置確認をする必要がないので作業効率が向上する。高所施工作業の安全性が高まる。   In addition, the second reinforcing material can be protruded from the first reinforcing material only by sliding the second reinforcing material with the engaging pieces of the engaging portions protruding on both sides of the second reinforcing material sandwiching both sides of the first reinforcing material. It is possible to reach the position of the part reliably and easily and contact. For this reason, guide guidance can be performed three-dimensionally without positional deviation in the up / down, front / back, left / right directions, so that it is not necessary for the operator to look inside the eaves to adjust the position, so that the work efficiency is improved. Increases the safety of construction work in high places.

請求項2記載の発明によれば、前記第一突起と第二突起は前記軒樋に備える前耳と後耳であるので、軒樋内継手を前記軒樋に係止するための特別な突起が不要と成り汎用的な軒樋に備えられている前耳と後耳が利用できるため、軒樋内継手の汎用性が高まるとともに製作コストが下がる。   According to invention of Claim 2, since said 1st protrusion and 2nd protrusion are the front ears and back ears with which said eaves ridge is equipped, the special protrusion for latching the eaves ridge inner joint to said eaves ridge This eliminates the need to use the front and rear ears that are provided in general-purpose eaves, thereby increasing the versatility of the eaves-inner joint and reducing the production cost.

<軒樋内継手の接続構造の構成>
以下に、本発明の実施形態を図1〜図6に基づいて説明する。
< Structure of the connection structure of the eaves inner joint>
Embodiments of the present invention will be described below with reference to FIGS.

図1、図2、図3、図4に示すように、軒樋41は前壁42と後壁43と底壁44からなる断面矩形凹形状である。軒樋41の前壁42の上端部42aに第一突起としての前耳42bと後壁43の上端部43aに第二突起としての後耳43bを備え、前耳42bと後耳43bはそれぞれ軒樋41の内部側に突出する。前壁42と後壁43は略垂直で前壁42の方が後壁43より高く、底壁44は前壁42近傍が一段高い略水平の二段底(44a、44b)に形成されている。   As shown in FIGS. 1, 2, 3, and 4, the eaves basket 41 has a rectangular cross-sectional shape including a front wall 42, a rear wall 43, and a bottom wall 44. A front ear 42b as a first protrusion is provided at the upper end portion 42a of the front wall 42 of the eaves basket 41, and a rear ear 43b as a second protrusion is provided at the upper end portion 43a of the rear wall 43. The front ear 42b and the rear ear 43b are respectively Projects to the inner side of the flange 41. The front wall 42 and the rear wall 43 are substantially vertical, the front wall 42 is higher than the rear wall 43, and the bottom wall 44 is formed in a substantially horizontal two-stage bottom (44a, 44b) in the vicinity of the front wall 42 one step higher. .

ここで、軒樋41は図示しない吊金具を用いて軒先の鼻板40に取付けられ、屋根45の先端部45a下方に雨水が巻き込まれて鼻板40側に流れるのをガイドするための水切り45bが設けられる。   Here, the eaves 41 is attached to the nose plate 40 at the eaves end using a hanging metal fitting not shown, and a drainer 45b for guiding rainwater caught under the tip 45a of the roof 45 and flowing toward the nose plate 40 side. Is provided.

軒樋41と屋根45との取付位置の関係は、軒樋41の前壁42の上端部42aが屋根45の延長線に当接するように配置され、軒樋出寸法G1(屋根45の先端部45aと軒樋41の前壁42の上端部42aとの水平長さ)は、雨樋上幅G2(軒樋41の前壁42と後壁43のそれぞれ上端部42a、43a間の水平長さ)に対してG1≧G2×(1/2〜2/3)の関係で設定される。屋根45の先端部45aと軒樋41の前壁42の上端部42aとの実質的な隙間G3は軒樋出寸法G1より僅かに狭く、一般的に60mmである。   The relationship between the attachment positions of the eaves 41 and the roof 45 is such that the upper end 42a of the front wall 42 of the eaves 41 is in contact with the extended line of the roof 45, and the eaves protrusion dimension G1 (the tip of the roof 45) 45a and the horizontal length between the upper end portion 42a of the front wall 42 of the eaves 41) and the rain gutter upper width G2 (the horizontal length between the upper end portions 42a and 43a of the front wall 42 and the rear wall 43 of the eaves 41). Is set in a relationship of G1 ≧ G2 × (1/2 to 2/3). The substantial gap G3 between the tip 45a of the roof 45 and the upper end 42a of the front wall 42 of the eaves 41 is slightly narrower than the eaves projecting dimension G1, and is generally 60 mm.

そして、一対の軒樋41は両端面41aを当接させた状態で、軒樋内継手47を一対の軒樋41の端部41bに跨げて連結される。ここで、軒樋内継手47は上部材48と下部材49で形成され、上部材48と下部材49の最大幅は幅Tである。   The pair of eaves rods 41 are connected with the eaves rod inner joint 47 straddling the end portions 41b of the pair of eaves rods 41 in a state where both end surfaces 41a are in contact with each other. Here, the eaves inner joint 47 is formed of an upper member 48 and a lower member 49, and the maximum width of the upper member 48 and the lower member 49 is a width T.

下部材49は前壁部51と後壁部52と二段底の底壁部53から成り軒樋41に内接するように形成され、後壁部52は後壁43の略1/2の高さで、この後壁部52の上端部52aと前壁部51の略1/2の高さ位置を連結する第一補強材54を備えている。ここで、上記、前壁42と後壁43は略垂直で前壁42の方が後壁43より高く形成されるので、第一補強材54は後壁部52から前壁部51に向けて立ち上がる斜材である。   The lower member 49 includes a front wall portion 51, a rear wall portion 52, and a bottom wall portion 53 having a two-step bottom, and is formed so as to be inscribed in the eaves 41. The rear wall portion 52 has a height approximately half that of the rear wall 43. Now, a first reinforcing member 54 that connects the upper end portion 52a of the rear wall portion 52 and the height position of approximately ½ of the front wall portion 51 is provided. Here, since the front wall 42 and the rear wall 43 are substantially vertical and the front wall 42 is formed higher than the rear wall 43, the first reinforcing member 54 is directed from the rear wall portion 52 toward the front wall portion 51. It is a diagonal material that stands up.

前壁部51と後壁部52と底壁部53は軒樋41の前壁42と後壁43と底壁44に接着剤を用いて接着され、前壁部51の上端部51aは前耳42bに係合される。   The front wall 51, the rear wall 52, and the bottom wall 53 are bonded to the front wall 42, the rear wall 43, and the bottom wall 44 of the eaves 41 using an adhesive, and the upper end 51a of the front wall 51 is a front ear. 42b is engaged.

上部材48は前部56と後部57が底部としての第二補強材58で連結される。このとき、第二補強材58は第一補強材54に当接するように同じ傾斜勾配で形成される。前部56と後部57が第二補強材58と連結する隅部には補強材P1、P2が設けられる。   In the upper member 48, the front portion 56 and the rear portion 57 are connected by a second reinforcing material 58 as a bottom portion. At this time, the second reinforcing member 58 is formed with the same slope so as to contact the first reinforcing member 54. Reinforcing materials P1 and P2 are provided at corners where the front portion 56 and the rear portion 57 are connected to the second reinforcing material 58.

上部材48を軒樋41に挿入すると、後部57の上端部57aが後耳43bに突き当てて係止した状態で後部57が軒樋41の後壁43に接着剤を介して接着され、第二補強材58は第一補強材54に当接し、前部56の上端部56aが下部材49の前壁部51の上端部51aに係止される。好ましくは第二補強材58と第一補強材54は接着される。   When the upper member 48 is inserted into the eaves 41, the rear 57 is bonded to the rear wall 43 of the eaves 41 with an adhesive in a state where the upper end 57a of the rear 57 abuts against the rear ear 43b and is locked. The two reinforcing members 58 abut on the first reinforcing member 54, and the upper end portion 56 a of the front portion 56 is locked to the upper end portion 51 a of the front wall portion 51 of the lower member 49. Preferably, the second reinforcing member 58 and the first reinforcing member 54 are bonded.

より詳しくは、下部材49の前壁部51の上端部51aには前耳42bと係合する係合部51bが設けられ、この係合部51bは軒樋41の内側上方に向けて第一斜片51cを備える。また、上部材48の前部56の上端部56aに第一斜片51cに沿って係止する第二斜片56bが設けられる。このため、上部材48の第二斜片56bが下部材49の第一斜片51cを介して下部材49の前壁部51の上端部51aとともに前耳42bに係止される。   More specifically, the upper end portion 51 a of the front wall portion 51 of the lower member 49 is provided with an engaging portion 51 b that engages with the front ear 42 b, and this engaging portion 51 b is first toward the inner upper side of the eaves 41. A slant piece 51c is provided. In addition, a second oblique piece 56b that is locked along the first oblique piece 51c is provided on the upper end portion 56a of the front portion 56 of the upper member 48. Therefore, the second inclined piece 56b of the upper member 48 is locked to the front ear 42b together with the upper end portion 51a of the front wall portion 51 of the lower member 49 via the first inclined piece 51c of the lower member 49.

図5、図6に示すように、第一補強材54の後壁部52の上端部52a近傍は第一補強材54の両側に後壁部52の上端部52aに沿って平行に突出する突出部54aが設けられる。   As shown in FIGS. 5 and 6, the vicinity of the upper end portion 52 a of the rear wall portion 52 of the first reinforcing member 54 protrudes in parallel along the upper end portion 52 a of the rear wall portion 52 on both sides of the first reinforcing member 54. A portion 54a is provided.

さらに、第一補強材54と同じ幅Sを持つ第二補強材58の後部57の下端部57b近傍は第二補強材58の両側に後部57の下端部57bに沿って平行に突出する係合部58aが下垂する係合片58bを備えて設けられる。   Further, the vicinity of the lower end portion 57 b of the rear portion 57 of the second reinforcing member 58 having the same width S as the first reinforcing member 54 is engaged with both sides of the second reinforcing member 58 so as to protrude in parallel along the lower end portion 57 b of the rear portion 57. The part 58a is provided with an engagement piece 58b that hangs down.

係合片58bは中心線に対して左右対称に幅S=40mm隔てて一対設けられる。係合片58bの形状は長さS1=44mmで、中心線側から中心線に対して角度θ=40度で傾斜して、平行部S3=6mmを高さS4=10mmで形成した後、幅Tの端部において高さS5=6mmまで傾斜する凸形状である。   A pair of engagement pieces 58b are provided with a width S = 40 mm apart symmetrically with respect to the center line. The shape of the engagement piece 58b is S1 = 44 mm in length, inclined at an angle θ = 40 degrees with respect to the centerline from the centerline side, and formed into a parallel part S3 = 6 mm with a height S4 = 10 mm, then the width At the end of T, it is a convex shape that is inclined to a height S5 = 6 mm.

尚、突出部54aと係合部58aはそれぞれ水平状態で第一補強材54と第二補強材58に取付られ、係合部58aと係合片58bは直角に連結する。   The protruding portion 54a and the engaging portion 58a are respectively attached to the first reinforcing member 54 and the second reinforcing member 58 in a horizontal state, and the engaging portion 58a and the engaging piece 58b are connected at a right angle.

<軒樋内継手の作用>
図7(a)に示すように、下部材49は後壁部52を先頭に隙間G3から軒樋41内に挿入する。ここで、下部材49の底壁部53の第一補強材54に対する最大挿入幅G4と、屋根45の先端部45aと軒樋41の前壁42の前耳42bとの隙間G3との関係は、G4≦G3の関係で形成される。このため、前壁部51が屋根45の先端部45aに当たらないように矢印Y1のように回転しながら容易に挿入できる。
<Operation of the eaves inner joint>
As shown in FIG. 7A, the lower member 49 is inserted into the eaves 41 from the gap G3 with the rear wall portion 52 at the head. Here, the relationship between the maximum insertion width G4 of the bottom wall portion 53 of the lower member 49 with respect to the first reinforcing member 54 and the gap G3 between the front end portion 45a of the roof 45 and the front ear 42b of the front wall 42 of the eaves 41 is , G4 ≦ G3. For this reason, it can insert easily, rotating as the arrow Y1 so that the front wall part 51 may not hit the front-end | tip part 45a of the roof 45. FIG.

下部材49は回転しながら下降を続けて底壁部53が軒樋41の底壁44に平行となった状態で、図7(b)に示すように、前壁部51と後壁部52と底壁部53は軒樋41の前壁42と後壁43と底壁44にそれぞれ当接する。より詳しくは、後壁部52は後壁43の略1/2の高さなので、下部材49を回転する途中において、底壁部53が底壁44に対して十分な空間を保ちながら底壁44と平行になるように回転させることができる。   As shown in FIG. 7B, the lower member 49 continues to descend while rotating and the bottom wall 53 is parallel to the bottom wall 44 of the eaves 41, as shown in FIG. The bottom wall 53 abuts against the front wall 42, the rear wall 43, and the bottom wall 44 of the eaves 41, respectively. More specifically, since the rear wall portion 52 is approximately half the height of the rear wall 43, the bottom wall 53 maintains a sufficient space with respect to the bottom wall 44 while the lower member 49 is being rotated. It can be rotated so that it is parallel to 44.

このため、予め軒樋41の底壁44に塗布された接着剤の底壁部53による剥落の発生を防ぐことができるので、軒樋内継手47を一対の軒樋41の端部41bに跨げて前壁部51と後壁部52と底壁部53によって確実に連結して止水性を確実に確保することができる。また、下部材49の前壁部51と後壁部52と底壁部53は軒樋41の前壁42と後壁43と底壁44に接着剤を用いて接着され、前壁部51の上端部51aの係合部51bは前耳42bに係合されるので、施工時に一対の軒樋41の端部41bを突き合わせた状態で確実且つ容易に仮接合ができる。   For this reason, since it is possible to prevent the adhesive applied to the bottom wall 44 of the eaves 41 from being peeled off by the bottom wall 53, the eaves inner joint 47 extends over the ends 41b of the pair of eaves 41. Thus, the front wall portion 51, the rear wall portion 52, and the bottom wall portion 53 can be reliably connected to ensure water-stopping. In addition, the front wall portion 51, the rear wall portion 52, and the bottom wall portion 53 of the lower member 49 are bonded to the front wall 42, the rear wall 43, and the bottom wall 44 of the eaves 41 using an adhesive, Since the engaging portion 51b of the upper end portion 51a is engaged with the front ear 42b, temporary joining can be performed reliably and easily in a state where the end portions 41b of the pair of eaves 41 are abutted during construction.

図8(a)、図8(b)に示すように、上部材48を軒樋41に挿入する際に、上部材48は凹形状なので凹形状の内部空間G5の深くまで屋根45の先端部45aを挿入できる。このため、上部材48は矢印Y2のように回転しながら容易に挿入できる。   As shown in FIGS. 8 (a) and 8 (b), when the upper member 48 is inserted into the eaves 41, the upper member 48 has a concave shape, so that the tip of the roof 45 extends deeply into the concave inner space G5. 45a can be inserted. Therefore, the upper member 48 can be easily inserted while rotating as indicated by the arrow Y2.

そして、後部57の上端部57aを後耳43bに突き当てて係止した状態で、第二補強材58が第一補強材54に当接し、上部材48の第二斜片56bが下部材49の第一斜片51cに係止される。   Then, in a state where the upper end portion 57a of the rear portion 57 is abutted and locked to the rear ear 43b, the second reinforcing member 58 contacts the first reinforcing member 54, and the second inclined piece 56b of the upper member 48 is the lower member 49. The first inclined piece 51c is locked.

ここで、係合片58bは中心線側から角度θ=40度で傾斜しているので、係合片58bを容易に第一補強材54に被せることができるので、第二補強材58は第一補強材54に沿って自動的に位置決めされて挿入できる。このため、作業者が軒樋41内部を覗き込んで位置確認をする必要がなくなるので作業効率が向上する。また、高所施工作業の安全性が高まる。   Here, since the engaging piece 58b is inclined at an angle θ = 40 degrees from the center line side, the engaging piece 58b can be easily covered with the first reinforcing member 54, and therefore the second reinforcing member 58 is the first reinforcing member 58. It can be automatically positioned and inserted along one reinforcement 54. This eliminates the need for an operator to look into the eaves 41 to confirm the position, thereby improving work efficiency. In addition, the safety of construction work at high places is increased.

このように、軒樋内継手47を上部材48と下部材49の上下分割で形成されるので、軒樋41の上端部42aと屋根45の先端部45aの隙間G3が狭い場合でも、最初に上部材48を挿入しその後下部材49を挿入することによって、軒樋内継手47を軒樋41内部に容易に挿入できる。   Thus, since the eaves rod inner joint 47 is formed by dividing the upper member 48 and the lower member 49 into upper and lower parts, even when the gap G3 between the upper end portion 42a of the eaves rod 41 and the tip portion 45a of the roof 45 is narrow, By inserting the upper member 48 and then the lower member 49, the eaves inner joint 47 can be easily inserted into the eaves 41.

そして、下部材4と上部材48は第一補強材54と第二補強材58とによって軒樋41の横方向の強度が向上するので、軒樋が外部から衝撃を受けても軒樋内継手47が外れることがない。   The lower member 4 and the upper member 48 have the first reinforcing member 54 and the second reinforcing member 58 to improve the lateral strength of the eaves 41. Therefore, even if the eaves receives an impact from the outside, the joint in the eaves 47 does not come off.

なお、上記、第一補強材54の後壁部52の上端部52a近傍は第一補強材54の両側に後壁部52の上端部52aに沿って平行に突出する突出部54aが設けられる。さらに、第一補強材54と同じ幅Sを持つ第二補強材58の後部57の下端部57b近傍は第二補強材58の両側に後部57の下端部57bに沿って平行に突出する係合部58aが下垂する係合片58bを備えて設けられる。   In the vicinity of the upper end portion 52 a of the rear wall portion 52 of the first reinforcing member 54, protruding portions 54 a that protrude in parallel along the upper end portion 52 a of the rear wall portion 52 are provided on both sides of the first reinforcing member 54. Further, the vicinity of the lower end portion 57 b of the rear portion 57 of the second reinforcing member 58 having the same width S as the first reinforcing member 54 is engaged with both sides of the second reinforcing member 58 so as to protrude in parallel along the lower end portion 57 b of the rear portion 57. The part 58a is provided with an engagement piece 58b that hangs down.

このため、係合片58bによって第一補強材54の両側を挟んで第二補強材58を滑らすだけで、第二補強材58が第一補強材54の所定の位置まで確実かつ容易に到達して当接することができる。また、第二補強材58によって下部材4の全域に対して押付力が働くので軒樋内継手47は軒樋41に確実に密着し係合性を向上することができる。   For this reason, the second reinforcing member 58 reaches the predetermined position of the first reinforcing member 54 surely and easily only by sliding the second reinforcing member 58 across the both sides of the first reinforcing member 54 by the engaging pieces 58b. Can contact. In addition, since the pressing force acts on the entire area of the lower member 4 by the second reinforcing member 58, the eaves-rod inner joint 47 can be securely brought into close contact with the eaves 41 and the engagement can be improved.

軒樋と竪樋内継手の材質は、ステンレスや亜鉛メッキをした金属、あるいは軽量化や耐腐食性を考慮して例えば硬質塩化ビニール樹脂等の合成樹脂材料、或いは、金属板の両面に合成樹脂材料を被覆して形成される。   The material of the eaves and the inner joint is made of stainless steel, galvanized metal, synthetic resin material such as hard vinyl chloride resin in consideration of weight reduction and corrosion resistance, or synthetic resin on both sides of the metal plate Formed by coating the material.

なお、軒樋41の前壁42と後壁43のそれぞれ上端部42a、43aに形成される第一突起と第二突起は、前耳42bと後耳43bとは別途に独立した構造で形成して上部材48或いは下部材49をそれぞれ係止する構成でも構わない。   The first protrusion and the second protrusion formed on the upper end portions 42a and 43a of the front wall 42 and the rear wall 43 of the eaves 41 are formed in a structure independent of the front ear 42b and the rear ear 43b. The upper member 48 or the lower member 49 may be latched.

以上、本発明の実施例を図面に基づいて説明したが、具体的な構成はこの実施例に限られるものではなく本発明の要旨を逸脱しない範囲の設計変更等があっても本発明に含まれる。   The embodiment of the present invention has been described with reference to the drawings. However, the specific configuration is not limited to this embodiment, and design changes and the like within the scope of the present invention are included in the present invention. It is.

例えば、一対の係合片58bは幅を若干広く、たとえば、幅S=42mmとすると、係合片58bをさらに容易に第一補強材54に被せてガイドすることができる。   For example, when the pair of engaging pieces 58b is slightly wider, for example, when the width S = 42 mm, the engaging pieces 58b can be covered and guided on the first reinforcing member 54 more easily.

係合片58bは中心線側から傾斜せず、角度θ=0度で形成しても構わない。   The engagement piece 58b may be formed at an angle θ = 0 degrees without being inclined from the center line side.

第一補強材54と第二補強材58は後壁部52から前壁部51に向けて立ち上がる斜材でない場合もある。軒樋41の断面形状によっては水平材でも構わない。   The first reinforcing material 54 and the second reinforcing material 58 may not be diagonal materials that rise from the rear wall portion 52 toward the front wall portion 51. Depending on the cross-sectional shape of the eaves 41, a horizontal material may be used.

第一補強材54の突出部54aと第二補強材58の係合部58aは水平状態に限定されず、第一補強材54と第二補強材58と同一傾斜面で形成してもよい。   The protrusion 54a of the first reinforcing member 54 and the engaging portion 58a of the second reinforcing member 58 are not limited to the horizontal state, and may be formed on the same inclined surface as the first reinforcing member 54 and the second reinforcing member 58.

本発明の実施形態における軒樋内継手と軒樋の組付け状態を示す断面図である。It is sectional drawing which shows the assembly | attachment state of the eaves inner joint and eaves in the embodiment of this invention. 本発明の実施形態における軒樋内継手と軒樋の組付け状態を示す一部透視斜視図である。It is a partially see-through | perspective perspective view which shows the assembly | attachment state of the eaves-rod joint in the embodiment of this invention, and an eaves. 本発明の実施形態における、軒樋の後壁側から見た軒樋内継手の分解斜視図である。It is a disassembled perspective view of the eaves inner joint viewed from the rear wall side of the eaves in the embodiment of the present invention. 本発明の実施形態における、軒樋の前壁側から見た軒樋内継手の分解斜視図である。It is a disassembled perspective view of the eaves inner joint viewed from the front wall side of the eaves in the embodiment of the present invention. 本発明の実施形態における、上部材の第二補強材を下部材の第一補強材に沿って挿入する状態を示す斜視図である。It is a perspective view which shows the state which inserts the 2nd reinforcement material of the upper member along the 1st reinforcement material of a lower member in embodiment of this invention. 本発明の実施形態における、図5のA−A矢視図である。It is an AA arrow line view of FIG. 5 in embodiment of this invention. 本発明の実施形態における、(a)は下部材を後壁部から先に屋根の先端部と軒樋の前壁の先端部との隙間から挿入する状態を示す断面図、(b)は下部材を軒樋に挿入した状態を示す断面図である。In embodiment of this invention, (a) is sectional drawing which shows the state which inserts the lower member from the clearance gap between the front-end | tip part of a roof, and the front-end | tip part of the front wall of an eaves wall from a rear wall part, (b) is a lower part. It is sectional drawing which shows the state which inserted the member in the eaves. 本発明の実施形態における、(a)は上部材を後壁部から先に屋根の先端部と軒樋の前壁の先端部との隙間から挿入する状態を示す断面図、(b)は軒樋に挿入した上部材が下部材の第一補強材と軒樋の前壁と後壁に当接した状態を示す断面図である。In embodiment of this invention, (a) is sectional drawing which shows the state which inserts the upper member from the clearance gap between the front-end | tip part of a roof, and the front-end part of the front wall of an eaves wall from a rear wall part, (b) is an eaves. It is sectional drawing which shows the state which the upper member inserted in the collar contact | abuts the 1st reinforcement material of the lower member, and the front wall and rear wall of the eaves basket. 従来の、(a)は軒樋内継手を軒樋に挿入する状態を示す断面図、(b)は軒樋内継手の補強材の取付状態を示す斜視図である。The conventional (a) is sectional drawing which shows the state which inserts the joint in an eaves rod into an eaves cage, (b) is a perspective view which shows the attachment state of the reinforcing material of the joint in an eaves cage.

符号の説明Explanation of symbols

47 軒樋内継手
48 上部材
49 下部材
51 前壁部
52 後壁部
52a 上端部
53 底壁部
54 第一補強材
54a 突出部
56 前部
57 後部
57b 下端部
58 第二補強材
58a 係合部
58b 係合片
47 Eaves inner joint 48 Upper member 49 Lower member 51 Front wall portion 52 Rear wall portion 52a Upper end portion 53 Bottom wall portion 54 First reinforcing member 54a Projection portion 56 Front portion 57 Rear portion 57b Lower end portion 58 Second reinforcing member 58a Engagement Part 58b engagement piece

Claims (2)

前壁と後壁と底壁からなる一対の軒樋を連結する上部材と下部材から成る軒樋内継手の接続構造であって、
前記軒樋の前壁と後壁のそれぞれ上端部に軒樋の内部側に突出する第一突起と第二突起を備え、
前記下部材は前壁部と後壁部と底壁部から成り、後壁部は前記後壁の略1/2の高さで、この後壁部の上端部と前壁部の略1/2の高さ位置を連結する第一補強材を備え、前記前壁部と後壁部と底壁部が前記軒樋に接着するとともに前壁部の上端部は前記第一突起に係合し、
前記上部材は前部と後部が底部としての第二補強材で連結されて成り、この上部材を前記軒樋に挿入すると、前記後部の上端部が前記第二突起に係止されるとともに前記後部が前記軒樋の後壁に接着し、前記第二補強材が第一補強材に当接して前記前部の上端部が前記下部材の前壁部の上端部に係止するに、
前記第一補強材の前記後壁部近傍は第一補強材の両側に前記後壁部の上端部に沿って平行に突出する突出部が設けられ、第一補強材と同じ幅を持つ前記第二補強材の前記後部近傍は第二補強材の両側に前記後部の下端部に沿って平行に突出する係合部が下垂する係合片を備えて設けられることを特徴とする軒樋内継手の接続構造
A connection structure of an eaves inner joint composed of an upper member and a lower member for connecting a pair of eaves composed of a front wall, a rear wall and a bottom wall,
A first protrusion and a second protrusion projecting to the inner side of the eaves at the upper end of each of the front and rear walls of the eaves;
The lower member is composed of a front wall portion, a rear wall portion, and a bottom wall portion, and the rear wall portion is approximately half the height of the rear wall, and the upper end portion of the rear wall portion and the front wall portion are substantially 1 / A first reinforcing member that connects two height positions, the front wall portion, the rear wall portion, and the bottom wall portion are bonded to the eaves and the upper end portion of the front wall portion is engaged with the first protrusion. ,
The upper member is formed by connecting a front portion and a rear portion with a second reinforcing material as a bottom portion, and when the upper member is inserted into the eaves bowl, the upper end portion of the rear portion is locked to the second protrusion and The rear part is bonded to the rear wall of the eaves wall, the second reinforcing member abuts on the first reinforcing member, and the upper end of the front part is locked to the upper end of the front wall part of the lower member.
Protrusions projecting in parallel along the upper end of the rear wall are provided on both sides of the first reinforcement in the vicinity of the rear wall of the first reinforcement, and the first reinforcement has the same width as the first reinforcement. The vicinity of the rear part of the two reinforcing members is provided with an engaging piece in which engaging parts projecting in parallel along the lower end part of the rear part are provided on both sides of the second reinforcing member. Connection structure .
請求項1に記載の軒樋内継手の接続構造であって、前記第一突起と第二突起は前記軒樋に備える前耳と後耳であることを特徴とする軒樋内継手の接続構造A connecting structure for eaves gutters in joint according to claim 1, wherein the first protrusion and the second protrusion connection structure eaves trough in the joint, which is a back ear before the ear provided on the eaves gutter .
JP2007043668A 2007-02-23 2007-02-23 Eaves joint connection structure Active JP4835463B2 (en)

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Application Number Priority Date Filing Date Title
JP2007043668A JP4835463B2 (en) 2007-02-23 2007-02-23 Eaves joint connection structure

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