JP6144163B2 - Eaves joint and eaves connection structure - Google Patents

Eaves joint and eaves connection structure Download PDF

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JP6144163B2
JP6144163B2 JP2013189812A JP2013189812A JP6144163B2 JP 6144163 B2 JP6144163 B2 JP 6144163B2 JP 2013189812 A JP2013189812 A JP 2013189812A JP 2013189812 A JP2013189812 A JP 2013189812A JP 6144163 B2 JP6144163 B2 JP 6144163B2
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eaves
joint
concave groove
upstream
bowl
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JP2015055117A (en
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幸二 高橋
幸二 高橋
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Sekisui Chemical Co Ltd
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Description

本発明は、軒樋継手及び軒樋の接続構造に関する。   The present invention relates to an eaves joint and an eaves connection structure.

軒樋は、所定の長さ寸法で成形又は切断された複数のものを軒樋継手によって直線状に接続させたり、略直交する方向に接続させたりして、家屋等の軒先の直線部又はコーナー部に設置される。
従来より、軒樋の接続構造としては、長手方向に隣接するよう配置させた上流側の軒樋と下流側の軒樋との各端部の内側に軒樋継手を配置させて2つの軒樋を接続する方法が知られている。この軒樋継手の内側には、雨水の流路が形成され、上流側の軒樋内の雨水は、軒樋継手の雨水の流路を通って下流側の軒樋側に流されるようになっている。
The eaves can be a straight section or corner of the eaves of a house or the like by connecting a plurality of molded or cut pieces with a predetermined length dimension in a straight line by an eaves joint or in a substantially orthogonal direction. Installed in the department.
Conventionally, as a connecting structure of eaves eaves, two eaves eaves joints are arranged inside each end portion of the upstream eave eave and the downstream eave eave arranged adjacent to each other in the longitudinal direction. A method of connecting the two is known. Inside this eaves joint, a rainwater flow path is formed, and the rainwater in the upstream eaves wall flows through the rainwater flow path of the eaves joint to the downstream eaves side. ing.

しかし、軒樋の内側に軒樋継手を配置した場合、上流側の軒樋の内底面と軒樋継手の内底面との間に、軒樋継手の底部の厚さ分だけ段差ができる。そうすると、上流側の軒樋内の軒樋継手との間の段差部において雨水が残留し得るため、残留した雨水により藻やコケが生えることが懸念されることがあった。   However, when the eaves joint is arranged inside the eaves, there is a step corresponding to the thickness of the bottom of the eaves joint between the inner bottom of the eaves and the inner bottom of the eaves joint. If it does so, since rainwater may remain in the level | step-difference part between the eaves joints in the eaves of an upstream side, there was a possibility that algae and moss might grow with the remaining rainwater.

そこで、軒樋継手の底部に、両方の軒樋側に開口する孔部を設け、上流側の軒樋における残留雨水を毛細管作用で孔部内に吸引し、下流側の軒樋側に流すようにしたものが提案されている(例えば、特許文献1参照。)。   Therefore, the bottom of the eaves joint is provided with a hole that opens to both eaves side, so that residual rainwater in the upstream eaves side is sucked into the hole by capillary action and flows to the eaves side on the downstream side. Have been proposed (see, for example, Patent Document 1).

特許第4797799号公報Japanese Patent No. 4797799

ところで、特許文献1の軒樋継手の場合、毛細管作用により上流側の軒樋における段差部の残留雨水を軒樋継手の底部に設けた孔部へ吸引することができるようにするため、孔部の直径を非常に小さくする必要がある。
しかし、孔部の直径を小さくすると孔部が塵埃類により容易に目詰まりしてしまうため、上流側の軒樋における段差部の残留雨水を、下流側の軒樋側に流すことが困難又は不可能となり、依然として上流側の軒樋における段差部の雨水が残留するおそれがある。したがって、従来の孔部を備えた軒樋継手では、上記課題を解決するのに十分ではなかった。
By the way, in the case of the eaves joint of patent document 1, in order to be able to attract | suck the residual rainwater of the level | step-difference part in an upstream eaves wall to the hole provided in the bottom part of the eaves joint by capillary action, The diameter needs to be very small.
However, if the diameter of the hole is reduced, the hole is easily clogged with dust, so that it is difficult or impossible to flow the residual rainwater at the stepped part of the upstream eaves to the downstream eaves. It becomes possible, and there is still a possibility that the rainwater at the step portion in the eaves upstream will remain. Therefore, the eaves joint having a conventional hole is not sufficient to solve the above problem.

本発明は、上流側の軒樋における軒樋継手との段差部の残留雨水を下流側の軒樋側に円滑に流すことができる軒樋継手を提供することを課題とする。   This invention makes it a subject to provide the eaves joint which can flow the residual rainwater of the level | step-difference part in the eaves joint of an upstream side smoothly to the eaves side of a downstream.

本発明は、軒樋の端部間の内側に跨って配置され、上流側の前記軒樋から下流側の前記軒樋に向かって流れる雨水の流路を形成する樋状体を備え、前記樋状体の内底面に、前記内底面における前記上流側の軒樋側の端縁から前記下流側の軒樋側の端縁まで連続する凹溝が形成されており、前記凹溝の幅方向の少なくとも片側の端縁に、立上り壁が設けられていることを特徴としている。
本発明に係る軒樋継手によれば、上流側の軒樋における軒樋継手との段差部に残留した雨水が、樋状体の凹溝を通過して下流側の軒樋側に円滑に流される。
また、凹溝を横切るようにして凹溝上に被せられた枯葉等の一部が、立上り壁によって持ち上げられるので、凹溝が枯葉等で閉塞されるのを抑制することができる。
The present invention comprises a rod-like body that is disposed across the inner side between the end portions of the eaves eaves and forms a flow path of rainwater that flows from the eave eaves upstream toward the eave eaves downstream. the inner bottom surface of the Jo body, said the and groove the successive formed from the upstream side of the eaves gutter side end edge to the edge of the eaves gutter side of the downstream side in the bottom surface, the width direction of the groove A rising wall is provided on at least one side edge .
According to the eaves joint according to the present invention, the rainwater remaining in the step portion with the eaves joint in the upstream eaves passes through the concave groove of the bowl and smoothly flows to the downstream eaves side. It is.
Moreover, since a part of dead leaves and the like covered on the concave groove so as to cross the concave groove are lifted by the rising wall, it is possible to suppress the concave groove from being blocked by the dead leaves.

本発明に係る軒樋継手は、前記樋状体の前記凹溝に、屈曲部または湾曲部が設けられていることが好ましい。
この構成によれば、凹溝を全長に亘って直線状に形成した場合に比べて、凹溝を設けた底面を形成する部分、及び樋状体の強度を向上させることができる。
In the eaves joint according to the present invention, it is preferable that a bent portion or a curved portion is provided in the concave groove of the bowl-shaped body.
According to this structure, compared with the case where a ditch | groove is formed linearly over the full length, the part which forms the bottom face which provided the ditch | groove, and the intensity | strength of a bowl-shaped body can be improved.

本発明に係る軒樋継手は、前記立上り壁が前記凹溝の前記幅方向の両端縁に設けられ、前記両端縁に設けられた前記立上り壁の上部間に上壁が設けられていてもよい。
この構成によれば、凹溝を形成した部分、立上り壁、及び樋状体の強度向上を図ることができる。
In the eaves joint according to the present invention, the rising wall may be provided at both end edges in the width direction of the concave groove, and an upper wall may be provided between upper portions of the rising walls provided at the both end edges. .
According to this configuration, it is possible to improve the strength of the portion where the groove is formed, the rising wall, and the bowl-shaped body.

本発明に係る軒樋継手は、前記上壁に少なくとも一の貫通孔が設けられていることが好ましい。
この構成によれば、上壁の貫通孔を通して空気が流動するので、凹溝を流れる残留雨水の流動を促進することができる。
In the eaves joint according to the present invention, it is preferable that at least one through hole is provided in the upper wall.
According to this configuration, since air flows through the through hole in the upper wall, it is possible to promote the flow of residual rainwater that flows through the concave groove.

本発明に係る軒樋の接続構造は、上記いずれかに記載の軒樋継手を用いて軒樋を接続させたことを特徴とする。
この構成によれば、上記いずれかの作用又は機能を有する軒樋の接続構造とすることができる。
The eaves ridge connection structure according to the present invention is characterized in that the eaves ridge is connected using any of the eaves ridge joints described above.
According to this structure, it can be set as the connection structure of the eaves which has either said effect | action or function.

本発明によれば、上流側の軒樋における軒樋継手との段差部の残留雨水を下流側の軒樋側に円滑に流すことができるという効果を奏する。   According to the present invention, there is an effect that it is possible to smoothly flow the residual rainwater at the stepped portion with the eaves joint in the upstream eaves to the eaves side on the downstream side.

本発明の一実施形態に係る軒樋継手と、上流側の軒樋と、下流側の軒樋と、曲がりタイプの軒樋継手とにより接続される軒樋の接続構造の例を示す分解斜視図である。The exploded perspective view which shows the example of the connection structure of the eaves joint connected by the eaves joint based on one Embodiment of this invention, the upstream eaves, the downstream eaves, and the bending type eaves joint It is. 本発明の一実施形態に係る軒樋継手を示す斜視図である。It is a perspective view showing an eaves joint according to an embodiment of the present invention. 本発明の一実施形態に係る軒樋継手を図2の矢印Aから視た側面図である。It is the side view which looked at the eaves joint based on one Embodiment of this invention from the arrow A of FIG. 本発明の一実施形態に係る軒樋継手の変形例1を示す斜視図である。It is a perspective view which shows the modification 1 of the eaves joint based on one Embodiment of this invention. 本発明の一実施形態に係る軒樋継手を図4の矢印Bから視た側面図である。It is the side view which looked at the eaves joint based on one Embodiment of this invention from the arrow B of FIG. 本発明の一実施形態に係る軒樋継手の変形例2を示す斜視図である。It is a perspective view which shows the modification 2 of the eaves joint based on one Embodiment of this invention. 本発明の一実施形態に係る軒樋継手を図6の矢印Cから視た側面図である。It is the side view which looked at the eaves joint based on one Embodiment of this invention from the arrow C of FIG. 本発明の一実施形態に係る軒樋継手の変形例3を示す斜視図である。It is a perspective view which shows the modification 3 of the eaves joint based on one Embodiment of this invention. 本発明の一実施形態に係る軒樋継手を図8の矢印Dから視た側面図である。It is the side view which looked at the eaves joint based on one Embodiment of this invention from the arrow D of FIG. 本発明の一実施形態に係る軒樋継手の変形例4を示す斜視図である。It is a perspective view which shows the modification 4 of the eaves joint which concerns on one Embodiment of this invention. 本発明の一実施形態に係る軒樋継手を図10の矢印Eから視た側面図である。It is the side view which looked at the eaves joint based on one Embodiment of this invention from the arrow E of FIG. 本発明の一実施形態に係る軒樋継手の変形例4の他の例の底板面を示す平面図である。It is a top view which shows the baseplate surface of the other example of the modification 4 of the eaves joint which concerns on one Embodiment of this invention.

以下、本発明に係る実施形態の軒樋継手について、図面を参照して詳細に説明する。
図1に示すように、本実施形態の軒樋の接続構造Xは、軒樋継手1と、上流側の軒樋2と下流側の軒樋3とを備えている。
Hereinafter, an eaves joint according to an embodiment of the present invention will be described in detail with reference to the drawings.
As shown in FIG. 1, the eaves rod connection structure X of the present embodiment includes an eaves rod joint 1, an upstream eave rod 2, and a downstream eave rod 3.

軒樋継手1は、軒樋2,3の各端部4,5の内側に跨って配置され、上流側の軒樋2から下流側の軒樋3に向かって流れる雨水の流路を形成する断面略U字状の樋状体6を備えている。樋状体6の底板7おける内底面8には、内底面8における上流側の軒樋2側の端縁9から下流側の軒樋3側の端縁10まで連続する残留雨水の流路である凹溝11が形成されている。
なお、図中の符号12は、軒先の出隅又は入隅に用いられる曲がりタイプの軒樋継手を示す。本発明は、この曲がりタイプの軒樋継手12にも適用することができる。
The eaves joint 1 is disposed across the ends 4 and 5 of the eaves 2 and 3 and forms a flow path of rainwater flowing from the upstream eaves 2 toward the downstream eaves 3. A saddle-like body 6 having a substantially U-shaped cross section is provided. On the inner bottom surface 8 of the bottom plate 7 of the bowl-shaped body 6, there is a flow path of residual rainwater that continues from the upstream edge 9 of the inner bottom surface 8 to the downstream edge 10 of the eaves 2. A certain groove 11 is formed.
In addition, the code | symbol 12 in a figure shows the bending type eaves joint used for the exit corner or entrance corner of an eaves tip. The present invention can also be applied to the eaves joint 12 of this bent type.

軒樋継手1の樋状体6は、図2に示すように、断面が略U字状かつ多角形に形成され、その内部空間は雨水の流路となっている。
この樋状体6は、建物の鼻隠板(図示せず)に接近させかつ鼻隠板に対向させて配置される後方側板13と、後方側板13から離間する前方側板14と、後方側板13の下端部と前方側板14の下端部とを連結する底板7とを有している。
As shown in FIG. 2, the eaves joint 1 of the eaves joint 1 has a substantially U-shaped cross section and a polygonal shape, and the internal space serves as a rainwater flow path.
The saddle-like body 6 has a rear side plate 13 disposed close to a nose cover plate (not shown) of the building and opposed to the nose cover plate, a front side plate 14 spaced from the rear side plate 13, and a rear side plate 13. And a bottom plate 7 for connecting the lower end of the front side plate 14 to the lower end of the front side plate 14.

凹溝11は、底板7の内底面8における幅方向中間部に形成されている。後方側板13には、凹凸部15、舌片16等が設けられている。
凹溝11の底部17の肉厚は、図3に示すように、その両側の部分より薄く形成されている。凹溝11の両側面には、外側に向かって広がる方向に傾斜する傾斜面が設けられている。
The concave groove 11 is formed in the intermediate portion in the width direction on the inner bottom surface 8 of the bottom plate 7. The rear side plate 13 is provided with an uneven portion 15, a tongue piece 16, and the like.
As shown in FIG. 3, the thickness of the bottom portion 17 of the concave groove 11 is thinner than the portions on both sides thereof. On both side surfaces of the concave groove 11, inclined surfaces are provided that are inclined in a direction spreading toward the outside.

本実施形態においては、凹溝11は所定の幅寸法で直線状に形成されている。ここでは、凹溝11の幅寸法は、内底面8における雨水の流れる方向と直交する方向の幅の約1/4に形成されているが、1/4以上又は1/4以下でもよい。凹溝11の底部17の厚さ寸法は、凹溝11の両側の部分の厚さ寸法の略1/2に形成されているが、1/2以下又は1/2以上でもよい。   In the present embodiment, the groove 11 is linearly formed with a predetermined width dimension. Here, the width dimension of the concave groove 11 is formed to be about ¼ of the width of the inner bottom surface 8 in the direction orthogonal to the direction in which rainwater flows, but it may be ¼ or less or ¼ or less. The thickness of the bottom portion 17 of the concave groove 11 is formed to be approximately ½ of the thickness dimension of both sides of the concave groove 11, but may be ½ or less or ½ or more.

図1の上流側の軒樋2及び下流側の軒樋3は内部空間を有する断面多角形の略U字状に形成されている。これらの軒樋2及び3は、軒樋継手1と同様に、後方側板18、前方側板19及び底板20を有している。曲がりタイプの軒樋継手12の場合は、全体的にL字状に形成され、その断面は多角形のU字状に形成されている。   The upstream eave ridge 2 and the downstream eave ridge 3 in FIG. 1 are formed in a substantially U-shape having a polygonal cross section having an internal space. The eaves 2 and 3 have a rear side plate 18, a front side plate 19, and a bottom plate 20, similarly to the eaves joint 1. In the case of the bent type eaves joint 12, it is formed in an L shape as a whole, and its cross section is formed in a polygonal U shape.

次に、この軒樋継手1の作用について説明する。図1に示すように、上流側の軒樋2と下流側の軒樋3とを接続する場合は、軒樋継手1の一端部を上流側の軒樋2における端部4の内側に嵌合させ、軒樋継手1の他端部を下流側の軒樋3における端部5の内側に嵌合させる。これにより、上流側の軒樋2と下流側の軒樋3とが接続され、上流側の軒樋2内の雨水が軒樋継手1を経由して下流側の軒樋3側に流される。   Next, the operation of the eaves joint 1 will be described. As shown in FIG. 1, when connecting the eave ridge 2 on the upstream side and the eave ridge 3 on the downstream side, one end of the eaves ridge joint 1 is fitted inside the end 4 of the upstream eave ridge 2. Then, the other end portion of the eaves joint 1 is fitted inside the end portion 5 of the eaves cage 3 on the downstream side. Thereby, the upstream eave ridge 2 and the downstream eave ridge 3 are connected, and the rainwater in the upstream eave ridge 2 flows through the eave ridge joint 1 to the downstream eave ridge 3 side.

このように、上流側の軒樋2と下流側の軒樋3とが、両軒樋2,3の内側に配置された軒樋継手1で接続された状態では、上流側の軒樋2における端部の内面に、軒樋継手1の底板7の厚さ分だけ段差ができる。従って、従来の技術では、上流側の軒樋2内における上記段差部に雨水が残留し易くなる。   Thus, in the state where the upstream eave ridge 2 and the downstream eave ridge 3 are connected by the eave ridge joint 1 arranged inside the both eave ridges 2 and 3, the upstream eave ridge 2 A step is formed on the inner surface of the end portion by the thickness of the bottom plate 7 of the eaves joint 1. Therefore, according to the conventional technique, rainwater tends to remain in the stepped portion in the eave ridge 2 on the upstream side.

本実施形態の軒樋継手1によれば、凹溝11において底板7が薄肉に形成されているため、上流側の軒樋2における上記段差部に残留した雨水が、軒樋継手1における凹溝11を通って下流側の軒樋3側に円滑に流されやすくなる。従って、上流側の軒樋2における上記段差部に残留した雨水により前記段差部において藻やコケが生えることを防止することができるという効果が得られる。
また、凹溝11は、従来の軒樋継手のように毛細管作用により雨水を吸水するものではないので、横断面積(残留雨水の流路面積)を比較的大きくすることができる。従って、凹溝11が砂等で閉塞されるのを防止することができるという効果が得られる。
According to the eaves joint 1 of the present embodiment, since the bottom plate 7 is formed thin in the recessed groove 11, rainwater remaining on the stepped portion in the upstream eave basket 2 is caused by the recessed groove in the eaves joint 1. 11, it is easy to be smoothly flowed to the eave ridge 3 side on the downstream side. Therefore, it is possible to prevent the algae and moss from growing on the stepped portion due to the rainwater remaining in the stepped portion in the eaves bowl 2 on the upstream side.
Moreover, since the ditch | groove 11 does not absorb rainwater by a capillary action like the conventional eaves joint, the cross-sectional area (flow area of residual rainwater) can be made comparatively large. Therefore, it is possible to prevent the concave groove 11 from being blocked with sand or the like.

次に、軒樋継手1の変形例1〜4について説明する。以下の説明において、図2及び図3と同一の構成については、同一の符号を付してその詳細な説明を省略する。   Next, modifications 1 to 4 of the eaves joint 1 will be described. In the following description, the same components as those in FIGS. 2 and 3 are denoted by the same reference numerals, and detailed description thereof is omitted.

(変形例1)
図4及び図5は、変形例1の樋状体21を示す。この樋状体21においては、底板7の内底面8に凹溝22が設けられている。凹溝22の幅方向(すなわち凹溝22において残留雨水が流れる方向と直交する方向)の両端縁に、立上り壁23,23が設けられている。
(Modification 1)
4 and 5 show the bowl-shaped body 21 of the first modification. In this bowl-shaped body 21, a concave groove 22 is provided on the inner bottom surface 8 of the bottom plate 7. Rising walls 23 and 23 are provided at both end edges in the width direction of the concave groove 22 (that is, the direction perpendicular to the direction in which the residual rainwater flows in the concave groove 22).

この構成によれば、底板7及び樋状体21の強度向上を図ることができる。また、凹溝22を横切るようにして凹溝22上に被せられた枯葉等の一部が、立上り壁23により持ち上げられるので、凹溝22が枯葉等により閉塞されるのを抑制できる。
なお、立上り壁23は、凹溝22の片側の端縁にのみ設けることもできる。
According to this configuration, the strength of the bottom plate 7 and the bowl-shaped body 21 can be improved. In addition, since a part of dead leaves or the like covered on the concave groove 22 so as to cross the concave groove 22 is lifted by the rising wall 23, it is possible to suppress the concave groove 22 from being blocked by dead leaves or the like.
The rising wall 23 can also be provided only at one end edge of the groove 22.

(変形例2)
図6及び図7は、変形例2の樋状体24を示す。この樋状体24においては、底板7の内底面8に凹溝25が設けられている。凹溝25の幅方向の両端縁には、凹溝25の全長に亘って立上り壁26、26が設けられている。立上り壁26,26の上部間、本実施形態では上端部間に上壁27が設けられている。上壁27には、矩形の貫通孔28が、互いに間隔を空けて複数形成されている。
(Modification 2)
6 and 7 show a bowl-like body 24 of the second modification. In this bowl-shaped body 24, a concave groove 25 is provided on the inner bottom surface 8 of the bottom plate 7. Rising walls 26, 26 are provided at both end edges in the width direction of the groove 25 over the entire length of the groove 25. An upper wall 27 is provided between the upper portions of the rising walls 26, 26, and in this embodiment, between the upper end portions. A plurality of rectangular through holes 28 are formed in the upper wall 27 at intervals.

この構成によれば、立上り壁26、底板7及び樋状体24の強度向上を図ることができる。また、上壁27に形成された貫通孔28を通して空気が流通するので、凹溝25を流れる残留雨水の流動を促進することができる。   According to this configuration, the strength of the rising wall 26, the bottom plate 7, and the bowl-shaped body 24 can be improved. In addition, since air flows through the through hole 28 formed in the upper wall 27, the flow of residual rainwater flowing through the concave groove 25 can be promoted.

(変形例3)
図8及び図9は、変形例3の樋状体29を示す。この樋状体29においては、底板7の内底面8における後方側板13寄りの位置、及び前方側板14寄りの位置に、それぞれ凹溝30が設けられている。本実施形態では、凹溝30は、後方側板13及び前方側板14の内面から所定の幅寸法で設けられている。
図9に示すように、後方側板13側に形成された凹溝30及び前方側板14側に形成された凹溝30の各端縁には、それぞれ立上り壁31が設けられている。
(Modification 3)
8 and 9 show a bowl-shaped body 29 of the third modification. In this bowl-shaped body 29, concave grooves 30 are respectively provided at positions near the rear side plate 13 and positions near the front side plate 14 on the inner bottom surface 8 of the bottom plate 7. In the present embodiment, the concave groove 30 is provided with a predetermined width dimension from the inner surfaces of the rear side plate 13 and the front side plate 14.
As shown in FIG. 9, a rising wall 31 is provided at each end edge of the concave groove 30 formed on the rear side plate 13 side and the concave groove 30 formed on the front side plate 14 side.

この構成によれば、樋状体29の底板7における内底面8に、二つの凹溝30が互いに離間して形成されているので、凹溝30が枯葉等により閉塞されるリスクを分散することができる。
なお、上記変形例1から3において、立上り壁23,26,31は凹溝22,25,30に沿ってその全長に亘って設けられているが、立上り壁23,26,31は、長手方向に部分的に又は間欠的に複数設けることもできる。
According to this configuration, since the two concave grooves 30 are formed on the inner bottom surface 8 of the bottom plate 7 of the bowl-shaped body 29 so as to be separated from each other, the risk of the concave grooves 30 being blocked by dead leaves or the like is dispersed. Can do.
In the first to third modifications, the rising walls 23, 26, 31 are provided over the entire length along the concave grooves 22, 25, 30, but the rising walls 23, 26, 31 are arranged in the longitudinal direction. A plurality of them can be provided partially or intermittently.

(変形例4)
図10,図11は、変形例4の樋状体32を示す。この樋状体32の底板7における内底面8には、二つの凹溝33,33が設けられている。
凹溝33における長手方向のこれらの凹溝33,33は、間隔を空けて平行に形成さている。凹溝33は、一つだけ形成されていても又は互いに間隔を空けて三つ以上形成されていてもよい。
(Modification 4)
10 and 11 show a bowl-shaped body 32 of the fourth modification. Two concave grooves 33 are provided on the inner bottom surface 8 of the bottom plate 7 of the bowl-shaped body 32.
These concave grooves 33, 33 in the longitudinal direction of the concave groove 33 are formed in parallel with a space therebetween. Only one concave groove 33 may be formed, or three or more concave grooves 33 may be formed at intervals.

この構成による場合でも、樋状体29の底板7における内底面8に、二つの凹溝33が互いに離間して形成されているので、凹溝33が枯葉等により閉塞されるリスクを分散することができるという効果が得られる。
また、凹溝33が形成されていることにより、前方壁部19及び後方壁部18を内部空間側に撓ませ易くなる。したがって、軒樋継手1を軒樋2,3の端部4,5に接着剤を塗布して接続する際に、塗布された接着剤がかき取られ難くなるため、止水不良を防止することができるという効果が得られる。
Even in this configuration, since the two concave grooves 33 are formed on the inner bottom surface 8 of the bottom plate 7 of the bowl-shaped body 29 so as to be separated from each other, the risk of the concave grooves 33 being blocked by dead leaves or the like is dispersed. The effect of being able to be obtained.
Further, since the concave groove 33 is formed, the front wall portion 19 and the rear wall portion 18 are easily bent toward the inner space side. Therefore, when the eaves joint 1 is connected to the ends 4 and 5 of the eaves 2 and 3 by applying an adhesive, it is difficult to scrape off the applied adhesive, thereby preventing a water stop failure. The effect of being able to be obtained.

更に、この変形例4の凹溝33,33は、図12に示すように、樋状体32の延在方向に対して交差するように、かつ凹溝33,33同士が互いに交叉するように形成されていてもよい。具体的には、中間部には、一の屈曲部34が設けられている。屈曲部34は、二以上設けることができる。屈曲部34に代えて、湾曲部とされていてもよい。
この構成によれば、凹溝33が樋状体33の延在方向に沿って直線状に形成されている場合に比べて、底板7及び樋状体32の強度向上を図ることができる。
なお、同様の理由から、上記実施例及び変形例1から3で示した凹溝11,22,30等も、図12に示すように蛇行して形成されていてもよい。
Further, as shown in FIG. 12, the grooves 33 and 33 of this modification 4 intersect with the extending direction of the bowl-shaped body 32, and the grooves 33 and 33 intersect each other. It may be formed. Specifically, one bent portion 34 is provided in the intermediate portion. Two or more bent portions 34 can be provided. Instead of the bent portion 34, a curved portion may be used.
According to this configuration, the strength of the bottom plate 7 and the bowl-shaped body 32 can be improved as compared with the case where the concave groove 33 is formed linearly along the extending direction of the bowl-shaped body 33.
For the same reason, the concave grooves 11, 22, 30, etc. shown in the above embodiment and the first to third modifications may be meandered as shown in FIG.

以上、本発明の軒樋継手1の一実施形態について説明したが、本発明は、上記実施形態で示した構成に限定されるものではなく、本発明の趣旨を逸脱しない範囲で変更することができる。
すなわち、上記実施形態は、直線状の軒樋継手1を例として説明したが、本発明の軒樋継手1の凹溝11,22,25,30,33、立上り壁23,26,31及び上壁27等は、曲がりタイプの軒樋継手等に適用することもできる。
As mentioned above, although one embodiment of the eaves joint 1 of this invention was described, this invention is not limited to the structure shown by the said embodiment, It can change in the range which does not deviate from the meaning of this invention. it can.
That is, although the said embodiment demonstrated the linear eaves joint 1 as an example, the concave grooves 11, 22, 25, 30, 33 of the eaves joint 1 of this invention, the standing walls 23, 26, 31, and upper The wall 27 or the like can be applied to a bent type eaves joint or the like.

また、上記実施形態の軒樋継手1は、断面が多角形状の軒樋2,3に適用する場合について説明したが、半円弧状等の軒樋に適用することもできる。
また、上記の実施形態又はその変形例では、凹溝11,22,30,30等が一又は二つ設けられた構成となっているが、凹溝は三つ以上設けられていてもよい。
Moreover, although the eaves joint 1 of the said embodiment demonstrated the case where it applied to the eaves 2 and 3 whose cross section is a polygonal shape, it is applicable also to eaves eaves, such as a semicircular arc shape.
Moreover, in said embodiment or its modification, although it has the structure provided with the one or two concave grooves 11,22,30,30 grade | etc., Three or more concave grooves may be provided.

1 軒樋継手, 2 上流側の軒樋, 3 下流側の軒樋, 6 樋状体, 8 内底面, 9,10 内底面の端縁, 11 凹溝, 21 変形例1の樋状体, 22 凹溝, , 23 立上り壁, 24 変形例2の樋状体, 25 凹溝, 26 立上り壁, 27 上壁, 28 貫通孔, 29 変形例3の樋状体, 30 凹溝, 31 立上り壁, 32 変形例4の樋状体, 33 凹溝, 34 屈曲部 1 eaves joint, 2 upstream eave eaves, 3 downstream eave eaves, 6 eaves, 8 inner bottom, 9, 10 edge of inner bottom, 11 concave groove, 21 eaves of modification 1 22 Grooves,, 23 Standing wall, 24 Ridge-like body of modification example 2, 25 Groove, 26 Rising wall, 27 Upper wall, 28 Through-hole, 29 Rust-like body of modification example 3, 30 Groove, 31 Rising wall , 32 The rod-shaped body of the modified example 4, 33 concave groove, 34 bent portion

Claims (5)

軒樋の端部間の内側に跨って配置され、上流側の前記軒樋から下流側の前記軒樋に向かって流れる雨水の流路を形成する樋状体を備え、
前記樋状体の内底面に、前記内底面における前記上流側の軒樋側の端縁から前記下流側の軒樋側の端縁まで連続する凹溝が形成されており、
前記凹溝の幅方向の少なくとも片側の端縁に、立上り壁が設けられていることを特徴とする軒樋継手。
It is arranged across the inner side between the edge portions of the eaves, and includes a bowl-shaped body that forms a flow path of rainwater that flows from the upstream eaves toward the eaves on the downstream side,
A concave groove is formed on the inner bottom surface of the bowl-like body from the upstream eaves edge side edge to the downstream eaves edge side of the inner bottom surface ,
An eaves joint , wherein a rising wall is provided on at least one end edge in the width direction of the concave groove .
前記樋状体の前記凹溝に、屈曲部または湾曲部が設けられていることを特徴とする請求項1記載の軒樋継手。   The eaves joint according to claim 1, wherein a bent portion or a curved portion is provided in the concave groove of the bowl-shaped body. 前記立上り壁が前記凹溝の前記幅方向の両端縁に設けられ、前記両端縁に設けられた前記立上り壁の上部間に上壁が設けられていることを特徴とする請求項1又は2に記載の軒樋継手。 The rising wall is disposed in the width direction of both edges of the groove, to claim 1 or 2, characterized in that it upper wall is provided between an upper portion of the rising wall provided on the opposite edges The eaves joint described. 前記上壁に少なくとも一の貫通孔が設けられていることを特徴とする請求項記載の軒樋継手。 The eaves joint according to claim 3, wherein at least one through hole is provided in the upper wall. 請求項1〜のいずれか一項に記載の軒樋継手を用いて軒樋を接続させたことを特徴とする軒樋の接続構造。 An eaves ridge connection structure, wherein the eaves ridge is connected using the eaves ridge joint according to any one of claims 1 to 4 .
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JP2571319Y2 (en) * 1992-09-18 1998-05-18 東洋化学株式会社 Synthetic resin eave gutter joint
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