JP4723426B2 - Roof plate and roof structure - Google Patents

Roof plate and roof structure Download PDF

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JP4723426B2
JP4723426B2 JP2006179821A JP2006179821A JP4723426B2 JP 4723426 B2 JP4723426 B2 JP 4723426B2 JP 2006179821 A JP2006179821 A JP 2006179821A JP 2006179821 A JP2006179821 A JP 2006179821A JP 4723426 B2 JP4723426 B2 JP 4723426B2
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roof
roof plate
protrusion
side wall
plate
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JP2008008043A (en
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幸夫 大脇
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ジェイアール東海建設株式会社
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Description

本発明は、屋根の表面を流れてきた雨水が横樋を飛び越えることを防止する屋根板及び屋根構造に関するものである。   The present invention relates to a roof plate and a roof structure that prevent rainwater flowing on the surface of a roof from jumping over a side wall.

従来より、波状に形成されており、その谷部により効率よく雨水を流下させるようした屋根板が知られている。そして、このような屋根板として、屋根板の山部には、滑り止めの凹凸模様を施し、屋根板の谷部には、谷部に沿った流水模様等を施すことにより、雨水が谷部に円滑に流れるようにしたものが提案されている(例えば、特許文献1等参照)。
特開平10−30305号公報
2. Description of the Related Art Conventionally, a roof plate that is formed in a wavy shape and efficiently allows rainwater to flow down through the valley portion thereof is known. And as such a roofing board, the ridge part of the roofing board is given a non-slip uneven pattern, and the trough part of the roofing board is given a flowing water pattern along the valley part, so that the rainwater flows into the valley part. Have been proposed (see, for example, Patent Document 1).
Japanese Patent Laid-Open No. 10-30305

しかしながら、上記提案のような屋根板においては、雨水を谷部にて円滑に流下させることができるけれども、屋根板が設置される際の傾斜角度、また、雨水の量によっては、谷部を流れる間に雨水の流速が増し、雨水が屋根板の下端側に設置された横樋を越えて飛び出してしまうという問題があった。   However, in the roof board as proposed above, rain water can flow smoothly in the valley, but depending on the inclination angle when the roof board is installed and the amount of rain water, it flows in the valley. In the meantime, the flow rate of rainwater increased, and there was a problem that rainwater jumped over the reeds installed on the lower end side of the roof plate.

また、従来は表面の摩擦係数の高い素材(例えば、スレート材等)からなる屋根板を使用していた駅舎等の建造物において、安全性や耐久性の面から金属材の屋根板で屋根の葺き替えを行うことが検討されているが、例えば、図8に示すように、従来と同様の形状(単純な波状)に形成された金属材の屋根板90を用いて屋根を葺き替えた場合にも、雨水が横樋8を飛び越えるようになるおそれがある。   In addition, in a building such as a station building that has conventionally used a roof plate made of a material having a high surface friction coefficient (for example, a slate material), the roof of the roof is made of a metal roof plate in terms of safety and durability. For example, as shown in FIG. 8, when the roof is replaced using a metal roof plate 90 formed in the same shape (simple wave shape) as shown in FIG. There is a risk that the rainwater will jump over the bunker 8.

つまり、従来と同形状の金属材の屋根板90を用いて屋根を葺き替えると、金属材の表面の摩擦係数はスレート材と比較して非常に小さいために、従来は、摩擦により抑制されていた雨水の速度が従来よりも増加してしまう一方、屋根板の傾斜角度や横樋との位置関係は従来の屋根と変更することができないために、雨量によっては、図8(b)に示すように、雨水が横樋8を飛び越えてしまうのである。   In other words, if the roof is replaced with a metal roof plate 90 having the same shape as the conventional one, the friction coefficient on the surface of the metal material is much smaller than that of the slate material. As shown in FIG. 8 (b), depending on the amount of rain, the rainwater speed increases compared to the conventional case, while the inclination angle of the roof plate and the positional relationship with the reeds cannot be changed from those of the conventional roof. In addition, rainwater jumps over the ridge 8.

なお、図8(a)は、従来の屋根板と同形状の屋根板90を配置した際の屋根の下端側の構成を示す拡大断面図であり、図8(b)は、屋根板90に水を流した場合の水の流れを示す説明図である。   8A is an enlarged cross-sectional view showing the configuration of the lower end side of the roof when a roof plate 90 having the same shape as that of a conventional roof plate is arranged, and FIG. It is explanatory drawing which shows the flow of the water at the time of flowing water.

本発明はかかる課題に鑑みなされたもので、波状に形成された屋根板の谷部を流下する水を、横樋から飛び出させることなく円滑に横樋に流し込むことが可能な屋根板、及び、屋根構造を提供することを目的とする。   The present invention has been made in view of such a problem, and a roof plate capable of smoothly flowing water flowing down a trough portion of a roof plate formed in a wavy shape into a side wall without jumping out from the side wall, and a roof structure The purpose is to provide.

かかる目的を達成するためになされた請求項1に記載の発明は、
山部及び谷部が略平行に連続して形成された波状の板材からなり、各谷部を流れる水を下端側に設けられた横樋に流し込むように傾斜して配置される屋根板であって、
当該屋根板の一面側で、且つ、前記各谷部の一端側には、該各谷部を遮断する向きに、直線状の突起が夫々少なくとも1つ突出されており、
該突起が設けられた側の端部は、突起が突出された方向と反対側に湾曲され
前記直線状の突起は、該突起と直交する方向に分割されており、前記谷部を流れる水の一部が前記突起の間を通過可能にされたことを特徴とする。
The invention according to claim 1, which has been made to achieve the object,
It is a roof board that is made of a corrugated plate material in which the crests and troughs are formed substantially continuously in parallel, and is inclined so as to pour the water flowing through each trough into the side wall provided on the lower end side. ,
On one side of the roof plate, and at one end side of each trough, at least one linear protrusion protrudes in a direction to block each trough,
The end on the side where the protrusion is provided is curved to the opposite side to the direction in which the protrusion is protruded ,
The linear protrusion is divided in a direction perpendicular to the protrusion, and a part of the water flowing through the valley is allowed to pass between the protrusions .

このように、本発明の屋根板においては、屋根板の一面側の各谷部の一端側に、各谷部を遮断する向きに直線状の突起が夫々少なくとも1つ突出されており、突起が設けられた側の端部が、突起が突出された方向と反対側に湾曲されている。   Thus, in the roof plate of the present invention, at least one linear protrusion protrudes from one end side of each valley portion on one surface side of the roof plate in a direction to block each valley portion. The end portion on the provided side is curved on the opposite side to the direction in which the protrusion is projected.

従って、本発明の屋根板によれば、湾曲された側の端部を下方にして傾斜して配置された際に、谷部を流れる水が屋根板の下端で直線状の突起に衝突して流速が抑えられ、さらに、湾曲された端部により効率よく横樋に導かれるので、屋根板の谷部を流れてきた水が、横樋を飛び越えて飛散することを防止でき、確実に横樋に水を流し込むことができる。
また、湾曲された側の端部を下方にして傾斜して配置された際に、屋根板の表面を流れる水の一部が、突起が分割された部分を流れることができるので、屋根板の上に積もったゴミや砂は水と共に突起を通過することができる。このため、ゴミや砂が突起に引っかかり、屋根板上に堆積することを防止できる。
Therefore, according to the roof plate of the present invention, when it is arranged to be inclined with the end on the curved side downward, the water flowing through the valley collides with the linear protrusion at the lower end of the roof plate. The flow velocity is reduced, and the curved end is efficiently guided to the side, so that the water flowing through the troughs of the roofing board can be prevented from jumping over the side and splashing. Can be poured.
In addition, when it is arranged with the curved end facing downward, a part of the water flowing on the surface of the roofing board can flow through the part where the projections are divided. Garbage and sand piled up can pass through the protrusions together with water. For this reason, it is possible to prevent dust and sand from being caught by the protrusions and deposited on the roof plate.

次に、請求項2に記載の発明は、請求項1に記載の屋根板において、谷部が、一定の幅に形成された底部と、底部の両側で山部に繋がる側壁部と、から構成されており、直線状の突起は、少なくとも底部に形成されたことを特徴とする。   Next, the invention according to claim 2 is the roof plate according to claim 1, wherein the valley portion is composed of a bottom portion formed with a constant width, and a side wall portion connected to the mountain portion on both sides of the bottom portion. The linear protrusion is formed at least on the bottom.

従って、請求項2に記載の屋根板によれば、湾曲された側の端部を下方にして傾斜して配置された際に、例えば屋根板が左右方向に傾いている等して、水が、底部と側壁部とに形成される角に沿って流れてきたような場合にも、突起により水を底部全体に分散させ、流速を抑制できるので、水が横樋を飛び越えて飛散することをより確実に防止できる。   Therefore, according to the roof board according to claim 2, when it is arranged to be inclined with the end on the curved side downward, for example, the roof board is inclined in the left-right direction. Even when it flows along the corners formed at the bottom and side walls, the protrusion can disperse the water throughout the bottom and suppress the flow rate, so that the water jumps over the side and more It can be surely prevented.

次に、請求項3に記載の発明は、請求項2に記載の屋根板において、屋根板が、湾曲された側の端部を下方にして傾斜して配置された場合に、直線状の突起より下端側の底部の傾斜角度が、突起よりも上端側の底部の傾斜角度よりも大きくなるように形成されたことを特徴とする。   Next, the invention according to claim 3 is the roof plate according to claim 2, wherein the roof plate is arranged in a slanted manner with the end of the curved side being inclined downward. The inclination angle of the bottom part on the lower end side is formed so as to be larger than the inclination angle of the bottom part on the upper end side than the protrusion.

従って、請求項3に記載の屋根板によれば、湾曲された側の端部を下方にして傾斜して配置された際に、突起より下端側の底部は上端側の底部よりも傾斜角度が大きくなるので、水が突起に衝突して流速が抑制されると共に、突起の下端側の底部に沿って下方に方向が変えられるので、より確実に横樋に水を流し込むことができる。   Therefore, according to the roof plate of the third aspect, when the curved side end portion is inclined downward, the bottom portion on the lower end side of the protrusion has an inclination angle larger than that of the bottom portion on the upper end side. Since it becomes larger, the water collides with the protrusion to suppress the flow velocity, and the direction is changed downward along the bottom portion on the lower end side of the protrusion, so that the water can be poured more reliably into the reed.

次に、請求項に記載の発明は、請求項1〜請求項の何れかに記載の屋根板と、略水平に配置され、この屋根板の谷部を流れる水を受ける横樋と、を備え、屋根板が、湾曲された側の端部が横樋の上方にくるように配置されると共に、屋根板の谷部を流れる水を横樋に流し込むように傾斜して配置されたことを特徴とする。 Next, the invention according to claim 4 includes the roof plate according to any one of claims 1 to 3 , and a reed that is disposed substantially horizontally and receives water flowing through a valley portion of the roof plate. The roof plate is arranged so that the end of the curved side is located above the side wall, and is inclined so that the water flowing through the valley portion of the roof board flows into the side wall. To do.

従って、請求項に記載の屋根構造によれば、請求項1〜請求項の何れかに記載した屋根板を用いて、屋根板を流れる水を確実に横樋に流し込み、屋根板を流れる水が横樋を飛び越えて飛散することを防止できる屋根構造を構成できる。 Therefore, according to the roof structure of the fourth aspect , by using the roof plate according to any one of the first to third aspects, the water flowing through the roof plate is surely poured into the side wall and the water flowing through the roof plate. It is possible to construct a roof structure that can prevent the fly from jumping over the reeds.

次に、請求項に記載の発明は、請求項に記載の屋根構造において、屋根板は、湾曲された側の谷部の端面が、横樋の幅方向の中心を通る面の近傍にくるように配置されたことを特徴とする。 Next, the invention according to claim 5 is the roof structure according to claim 4 , in which the end surface of the valley portion on the curved side is in the vicinity of the surface passing through the center in the width direction of the side wall. It is arranged as follows.

従って、請求項に記載の屋根構造によれば、屋根板の下方に湾曲された側、つまり、下端側の底部の端面が、横樋の上方で、且つ、幅方向の中心を通る面の近傍にくるように配置されているので、直線状の突起により流速が抑制された水を、より確実に横樋に流し込むことができる。 Therefore, according to the roof structure of the fifth aspect , the side curved downward of the roof plate, that is, the end surface of the bottom portion on the lower end side is in the vicinity of the surface that is above the side wall and passes through the center in the width direction. Therefore, the water whose flow velocity is suppressed by the linear protrusions can be poured into the reed more reliably.

次に、請求項に記載の発明は、請求項または請求項に記載の屋根構造において、一対の屋根板を備え、これらの屋根板が山状に配置されたことを特徴とする。
従って、請求項に記載の屋根構造によれば、山状の屋根において、夫々の屋根板の谷部を流れる水が、横樋を飛び越えて飛散することを防止できる。
Next, the invention according to claim 6 is characterized in that in the roof structure according to claim 4 or claim 5 , a pair of roof boards are provided, and these roof boards are arranged in a mountain shape.
Therefore, according to the roof structure of the sixth aspect , in the mountain-shaped roof, it is possible to prevent the water flowing through the valleys of the respective roof boards from jumping over the reeds.

次に、請求項に記載の発明は、請求項1〜請求項の何れかに記載の屋根板を一対と、略水平に配置され、各屋根板の谷部を流れる水を受ける横樋と、備え、一対の屋根板は、夫々湾曲された側の端部が、横樋の上方にくるように横樋を挟んで配置されると共に、各屋根板の谷部を流れる水を横樋に流し込むように傾斜して配置されたことを特徴とする。 Next, the invention of claim 7 includes a pair of shingle according to any one of claims 1 to 3, arranged substantially horizontally, Yokodoi Prefecture for receiving water flowing through the valleys of the roof plate The pair of roofing boards are arranged so that the end portions on the curved sides are located above the reeds, and the water flowing through the troughs of each reeding sheet is poured into the reeds. It is characterized by being inclined.

従って、請求項に記載の屋根構造によれば、請求項1〜請求項の何れかに記載した屋根板を用いて、屋根板の谷部を流れる水を確実に横樋に流し込み、水が横樋を飛び越えて飛散することを防止できる屋根構造を構成できる。つまり、中央に横樋が設けられ、その両側に屋根板が配置される谷状の屋根において、夫々の屋根板を流れる水が、横樋を飛び越えて飛散することを防止できる。 Therefore, according to the roof structure of the seventh aspect , using the roof plate according to any one of the first to third aspects, the water flowing through the valley portion of the roof plate is surely poured into the side wall, It is possible to construct a roof structure that can be prevented from jumping over the side wall and scattering. That is, in a valley-like roof where a floor is provided in the center and roof boards are disposed on both sides, water flowing through the roof boards can be prevented from jumping over the floor.

以下に本発明の実施形態を図面と共に説明する。
[第1実施形態]
本実施形態は、駅のホーム6に設置される駅舎に対し、本発明の屋根板及び屋根構造を適用したものであり、図1は、本実施形態の駅舎1の外観を示す側面図、図2(a)は、屋根板10の下端と横樋8との位置関係を示す拡大断面図(図1のA部)、図3(a)は、屋根板10の端部の詳細形状を示す正面図及び上面図、図3(b)は、屋根板10の端部の詳細形状を示す断面図(図3(a)の断面C)である。
Embodiments of the present invention will be described below with reference to the drawings.
[First Embodiment]
In the present embodiment, the roof plate and the roof structure of the present invention are applied to a station building installed on a platform 6 of the station. FIG. 1 is a side view showing the appearance of the station building 1 of the present embodiment. 2 (a) is an enlarged cross-sectional view (part A of FIG. 1) showing the positional relationship between the lower end of the roof plate 10 and the reed 8 and FIG. 3 (a) is a front view showing the detailed shape of the end of the roof plate 10. FIG. 3 and a top view, FIG. 3B are cross-sectional views (cross-section C of FIG. 3A) showing the detailed shape of the end portion of the roof plate 10.

本実施形態の駅舎1は、図1に示すように、一対の屋根板10が山状に配置された屋根2と、屋根2を下方から支持する支持構造4と、から構成されており、支持構造4の屋根2の夫々の下端付近(つまり、各屋根板10の下端側の下方)には、横樋8がホーム6の上面と平行に設けられている。   As shown in FIG. 1, the station building 1 of the present embodiment includes a roof 2 in which a pair of roof boards 10 are arranged in a mountain shape, and a support structure 4 that supports the roof 2 from below. Near each lower end of the roof 2 of the structure 4 (that is, below the lower end side of each roof plate 10), a horizontal bar 8 is provided in parallel with the upper surface of the home 6.

屋根板10は、図3に示すように、一定の幅に形成された平板状の頂部12及び頂部12の両側で下方に傾斜された第1側壁部18からなる山部と、頂部12よりも幅広で、頂部12と平行に一定の幅で形成された平板状の底部16(16a〜16c)及び底部16の両側で上方に傾斜され、山部の第1側壁部18に繋がる第2側壁部14からなる谷部とが、略平行に連続して設けられた波状の金属の板材から構成されている。そして、各谷部を流れる雨水を下端側に設けられた横樋8に流し込むように傾斜した状態で支持構造4に支持されている。   As shown in FIG. 3, the roof plate 10 has a flat top portion 12 formed in a certain width, and a peak portion including a first side wall portion 18 inclined downward on both sides of the top portion 12, and the top portion 12. A flat bottom portion 16 (16a to 16c) that is wide and has a constant width parallel to the top portion 12, and a second side wall portion that is inclined upward on both sides of the bottom portion 16 and is connected to the first side wall portion 18 of the mountain portion. The trough part which consists of 14 is comprised from the corrugated metal board | plate material provided in parallel substantially continuously. And it is supported by the support structure 4 in the state inclined so that the rain water which flows through each trough part may be poured into the reed 8 provided in the lower end side.

また、屋根板10の下端側には、第1側壁部18から、第2側壁部14、底部16に渡り、各部を流れる雨水を遮断する向きに、断面が半円形の直線状の突起20(20a,20b)が平行に2列設けられている。   In addition, on the lower end side of the roof plate 10, a linear protrusion 20 (having a semicircular cross section in a direction to block rainwater flowing from the first side wall portion 18 to the second side wall portion 14 and the bottom portion 16. 20a, 20b) are provided in two rows in parallel.

そして、上端側の第1突起20aより下端側の第2底部16bの傾斜角度は、第1突起20aよりも上端側の第1底部16aの傾斜角度よりも所定の角度Θ1大きく、下端側の第2突起20bより下端側の第3底部16cの傾斜角度は、第2底部16bの傾斜角度よりも角度Θ1大きくなるように形成されており、屋根板10の下端は、突起20が突出された方向と反対側、つまり、下方に向けて湾曲されている。   The inclination angle of the second bottom portion 16b on the lower end side from the first protrusion 20a on the upper end side is larger by a predetermined angle Θ1 than the inclination angle of the first bottom portion 16a on the upper end side than the first protrusion 20a. The inclination angle of the third bottom portion 16c on the lower end side of the two protrusions 20b is formed to be larger by the angle Θ1 than the inclination angle of the second bottom portion 16b, and the lower end of the roof plate 10 is the direction in which the protrusions 20 protrude. It is curved toward the opposite side, that is, downward.

また、各突起20は、底部16の上面を流れる雨水の一部が、突起20の間を通過できるように、突起20と直交する方向に2つに分割されている。
なお、本実施形態においては、屋根板10を構成する金属の板材として、耐候性に優れた溶融アルミニウムめっき鋼板(例えば、日新製鋼(株)製のアルスター鋼板)を使用している。そして、山部及び谷部からなる波状の板材の一端側を、所定の角度に折り曲げられた角部に突起20に対応する突起が設けられた専用のプレス金型を使用してプレス成形することにより、突起20を1列ずつ形成すると共に、突起20より端部側の底部16(例えば、第1突起20aより端部側の第2底部16b)が、突起20を挟んで反対側の底部16(例えば、第1突起20aを挟んで反対側の第1底部16a)に対して所定の角度Θ1をなすように加工している。
Each protrusion 20 is divided into two in a direction orthogonal to the protrusion 20 so that a part of rainwater flowing on the upper surface of the bottom portion 16 can pass between the protrusions 20.
In the present embodiment, a hot-dip aluminized steel sheet (for example, an Alster steel sheet manufactured by Nisshin Steel Co., Ltd.) having excellent weather resistance is used as a metal plate material constituting the roof plate 10. Then, one end side of the corrugated plate material composed of peaks and troughs is press-molded using a dedicated press die in which a projection corresponding to the projection 20 is provided at a corner bent at a predetermined angle. Thus, the projections 20 are formed one by one, and the bottom 16 on the end side of the projection 20 (for example, the second bottom 16b on the end side of the first projection 20a) is connected to the bottom 16 on the opposite side of the projection 20. (For example, it is processed so as to form a predetermined angle Θ1 with respect to the first bottom portion 16a on the opposite side across the first protrusion 20a).

横樋8は、図2(a)に示すように、断面が半円形に形成されており、半円の中心線が、屋根板10の底部16の下端縁にほぼ重なる位置に、開口側を上方に向けて配置されている。   As shown in FIG. 2 (a), the reed 8 has a semicircular cross section, and the opening side is located at a position where the center line of the semicircle substantially overlaps the lower end edge of the bottom 16 of the roof plate 10. It is arranged toward the.

以上説明したように、本実施形態の駅舎1は、山状に傾斜して配置された一対の屋根板10と、屋根板10の下端側の下方に略水平に配置され、この屋根板10の谷部を流れる雨水を受ける横樋8と、を備えている。そして、各谷部を流れる雨水を下端側に設けられた横樋8に流し込むように傾斜して配置された屋根板10の上面の下端側に、各谷部を遮断する向きに直線状の突起20が夫々2列ずつ突出されており、突起20が設けられた側の端部が、突起20が突出された方向と反対側、つまり、下方に湾曲されている。   As described above, the station building 1 of the present embodiment is disposed substantially horizontally below a pair of roof boards 10 that are inclined in a mountain shape and below the lower end side of the roof boards 10. And a reed 8 for receiving rainwater flowing through the valley. And the linear processus | protrusion 20 in the direction which interrupts each trough part on the lower end side of the upper surface of the roofing board 10 inclined and poured so that the rain water which flows through each trough part may be poured into the reed 8 provided in the lower end side. Are projected in two rows, and the end on the side where the projections 20 are provided is curved on the side opposite to the direction in which the projections 20 are projected, that is, downward.

従って、本実施形態の駅舎1によれば、図4(a)に示すように、屋根板10の谷部を流れる雨水が屋根板10の下端で直線状の突起20に衝突して流速が抑えられ、さらに、湾曲された端部により効率よく横樋8に導かれるので、屋根板10の谷部を流れてきた雨水が、図4(b)に示すように、横樋8を飛び越えて飛散することを防止できる。ここで、図4(a)は、屋根板10に水を流した場合の水の流れを示す説明図であり、図4(b)は、プレス成形前の屋根板10に水を流した場合の水の流れを示す説明図である。   Therefore, according to the station building 1 of the present embodiment, as shown in FIG. 4A, rainwater flowing through the valleys of the roof plate 10 collides with the linear protrusions 20 at the lower end of the roof plate 10 to suppress the flow velocity. In addition, since it is efficiently guided to the reed 8 by the curved end, the rainwater that has flowed through the valleys of the roof plate 10 jumps over the reed 8 and scatters as shown in FIG. 4 (b). Can be prevented. Here, Fig.4 (a) is explanatory drawing which shows the flow of the water at the time of flowing water on the roofboard 10, and FIG.4 (b) is the case where water is flowed on the roofboard 10 before press molding. It is explanatory drawing which shows the flow of water.

また、屋根板10の谷部は、一定の幅に形成された底部16と、底部16の両側で山部の第1側壁部18に繋がる第2側壁部14(本発明の側壁部に相当する)と、から構成されており、直線状の突起20は、第1側壁部18から第2側壁部14、底部16に渡って形成されているので、例えば屋根板10が左右方向に傾いている等して、雨水が、底部16と第2側壁部14とに形成される角に沿って流れてきたような場合にも、突起20により雨水を谷部全体に分散させ、流速を抑制できるので、雨水が横樋8を飛び越えて飛散することをより確実に防止できる。   Moreover, the trough part of the roof board 10 has the bottom part 16 formed in a certain width, and the second side wall part 14 (corresponding to the side wall part of the present invention) connected to the first side wall part 18 of the mountain part on both sides of the bottom part 16. ), And the linear protrusion 20 is formed from the first side wall portion 18 to the second side wall portion 14 and the bottom portion 16, so that the roof plate 10 is inclined in the left-right direction, for example. For example, even when rainwater flows along the corners formed in the bottom 16 and the second side wall 14, the projection 20 can disperse rainwater over the entire valley and suppress the flow velocity. Further, it is possible to more reliably prevent rainwater from jumping over the reed 8 and scattering.

また、屋根板10は、直線状の突起20より下端側の底部16の傾斜角度が、突起20よりも上端側の底部16の傾斜角度よりも大きくなるように形成されているので、水が突起20に衝突して流速が抑制されると共に、突起20の下端側の底部16に沿って下方に方向が変えられるので、より確実に横樋8に水を流し込むことができる。   Further, the roof plate 10 is formed such that the inclination angle of the bottom portion 16 on the lower end side with respect to the linear protrusion 20 is larger than the inclination angle of the bottom portion 16 on the upper end side with respect to the protrusion 20. 20, the flow velocity is suppressed and the direction is changed downward along the bottom 16 on the lower end side of the protrusion 20, so that water can be poured into the recumbent vessel 8 more reliably.

そして、本実施形態の屋根板10では、突起20が2列設けられているために、1列目の突起に衝突することにより気泡を含み谷部全体に分散された雨水が、さらに2列目の突起に衝突して流速が減速されるので、雨水を確実に湾曲された端部に沿わせて横樋8に流し込むことができる。   In the roof plate 10 of the present embodiment, since the projections 20 are provided in two rows, the rainwater dispersed in the whole valley including bubbles by colliding with the projections in the first row is further added in the second row. Since the flow velocity is decelerated by colliding with the projection, the rainwater can be poured into the reed 8 along the curved end.

さらに、横樋8が、その半円の中心線が、屋根板10の底部16の下端縁にほぼ重なる位置にくるように、開口側を上方に向けて配置されている。換言すると、屋根板10の下端縁が横樋8の幅方向の中心を通る面の近傍に配置されているので、直線状の突起20により流速が抑制された雨水を、より確実に横樋8に流し込むことができる。   Further, the horizontal bar 8 is arranged with the opening side facing upward so that the center line of the semicircle is substantially overlapped with the lower end edge of the bottom 16 of the roof plate 10. In other words, since the lower end edge of the roof plate 10 is disposed in the vicinity of the surface passing through the center of the width direction of the horizontal surface 8, rainwater whose flow velocity is suppressed by the linear protrusion 20 is more reliably poured into the horizontal surface 8. be able to.

ところで、本実施形態の駅舎1において、屋根板10を流れる雨水が横樋8を飛び越えることなく横樋8に流れ込むことを確認するために実験を行った。そして、実験は、全長約3m、山部及び谷部のピッチ幅L1が約130mm、突起幅L2(底部16上)が約12mm、突起高さH1(底部16上)が約6mm、突起の間隔L3が約30mm、突起20を挟んだ底部のなす角度Θ1が5°に形成された屋根板を、2寸勾配及び4.5寸勾配の屋根を想定した傾きに傾斜させ、屋根板の上端から500mlの水(集中豪雨を想定した水量)を流し込むことにより行い、この実験において、流し込んだ水が横樋8を飛び越えることなく、全て確実に横樋8に流れ込むことが確認された。   By the way, in the station building 1 of this embodiment, it experimented in order to confirm that the rain water which flows through the roof board 10 flows into the side wall 8 without jumping over the side wall 8. In the experiment, the total length is about 3 m, the pitch width L1 of the peaks and valleys is about 130 mm, the projection width L2 (on the bottom portion 16) is about 12 mm, the projection height H1 (on the bottom portion 16) is about 6 mm, and the spacing between the projections. The roof plate in which L3 is about 30 mm and the angle Θ1 formed by the bottom part sandwiching the protrusion 20 is 5 ° is inclined to a slope assuming a 2 inch gradient and a 4.5 inch gradient roof, and from the upper end of the roof plate It was confirmed by flowing 500 ml of water (the amount of water that assumed torrential rain), and in this experiment, it was confirmed that all of the poured water surely flowed into the reed 8 without jumping over it.

また、本実施形態の屋根板10では、直線状の突起20が、この突起20と直交する方向に分割されており、谷部を流れる雨水の一部が突起20の間を通過可能にされているので、屋根板10の上に積もったゴミや砂は雨水と共に突起20を通過することができる。このため、ゴミや砂が突起20に引っかかり、屋根板10上に堆積することを防止できる。   Moreover, in the roof board 10 of this embodiment, the linear protrusion 20 is divided | segmented in the direction orthogonal to this protrusion 20, and some rainwater which flows through a trough part is allowed to pass between the protrusions 20. Therefore, the dust and sand accumulated on the roof plate 10 can pass through the protrusions 20 together with rainwater. For this reason, it is possible to prevent dust and sand from being caught on the protrusions 20 and accumulating on the roof plate 10.

ところで、屋根板に、水量を制御する部材を接着や締結にて取り付けることにより雨水の速度を抑制し、雨水を横樋に流し込むように構成した場合には、製造工程が複雑となり、また、屋根は使用環境も厳しいために、取り付けた部材が外れたり破損するおそれがある。   By the way, if it is configured so that the speed of rainwater is suppressed by attaching a member for controlling the amount of water to the roof plate by bonding or fastening, and the rainwater is poured into the side, the manufacturing process becomes complicated, and the roof Since the usage environment is severe, the attached member may be detached or damaged.

一方、本実施形態においては、山部及び谷部からなる波状の金属板の一端側をプレス成型された屋根板10により、雨水を確実に横樋8に流し込むように構成しているので、製造が容易であり、製造コストを抑えることができる。しかも、屋根板10は、接着部分や締結部分の無い単純な板材であるために耐久性も良好である。   On the other hand, in the present embodiment, the construction is such that rainwater is surely poured into the recumbent ridge 8 by the press-molded roof plate 10 on one end side of the corrugated metal plate composed of peaks and valleys. It is easy and manufacturing costs can be reduced. In addition, since the roof plate 10 is a simple plate material having no bonding portion or fastening portion, durability is also good.

また、特に、屋根板10は、所定の角度に折り曲げられた角部に突起20に対応する突起が形成された専用のプレス金型を使用して、プレス成形することにより行っているので、突起20の形成と下端を湾曲させる加工を簡単な工程で一度に行うことができる。そして、形成する突起20の数(つまり、プレス成形を行う回数)により、湾曲の程度を調整することができる。   In particular, the roof plate 10 is formed by press molding using a dedicated press die in which a projection corresponding to the projection 20 is formed at a corner bent at a predetermined angle. The formation of 20 and the process of bending the lower end can be performed at once by a simple process. The degree of bending can be adjusted by the number of projections 20 to be formed (that is, the number of press moldings).

ところで、住宅等の一般的な建造物であれば、雨天時に、傘をさしていない人が横樋の下方にいることは考えにくく、横樋から飛び越えた水が人にかかるといった問題が起こることはまれである。しかしながら、駅のホームで電車に乗ろうとする人は、駅舎の中からそのまま傘をささない状態で電車に乗り込むので、特に、このような駅舎においては、雨水が横樋を越えて飛散すると、電車に乗り込む人に水がかかってしまという問題がある。   By the way, in the case of a general building such as a house, it is unlikely that a person who is not holding an umbrella will be underneath the bubo in rainy weather, and it is rare that problems such as the water jumping over the buoy hit the person. is there. However, people who try to get on the train at the platform of the station get on the train without wearing an umbrella from inside the station building. Especially in such a station building, if rainwater scatters over the side, There is a problem that the person who gets in gets wet.

そこで、本実施形態の駅舎1によれば、雨水が横樋8から飛び越えることが防止され、確実に横樋8に流れ込むので、電車に乗り込もうとする人に雨水がかかることを防止することができる。   Therefore, according to the station building 1 of the present embodiment, rain water is prevented from jumping from the side wall 8 and reliably flows into the side wall 8, so that it is possible to prevent rain water from being applied to a person who tries to get on the train.

なお、このように構成された本実施形態の屋根板10によれば、その下端側の構成により、屋根板10の谷部を流れる雨水が屋根板10の下端で直線状の突起20に衝突して流速が抑えられ、さらに、湾曲された端部により効率よく横樋8に導かれるので、単に屋根板のみを葺き替える場合、つまり、支持構造と横樋は従来のものを利用し、従来の屋根板と同じ傾斜角度で屋根板10を配置する場合においても、屋根板10の谷部を流れてきた雨水が、横樋8を飛び越えて飛散することを防止できる。   In addition, according to the roof board 10 of this embodiment comprised in this way, the rain water which flows through the trough part of the roof board 10 collides with the linear protrusion 20 at the lower end of the roof board 10 by the structure of the lower end side. Since the flow velocity is reduced and the curved end is efficiently guided to the side wall 8, when only the roof plate is replaced, that is, the support structure and the side wall are the conventional ones. Even when the roof plate 10 is arranged at the same inclination angle, it is possible to prevent the rainwater flowing through the valleys of the roof plate 10 from jumping over the reed 8 and scattering.

また、屋根板を葺き替える際に、雨水が横樋を飛び越えて飛散することを防止するために、横樋をずらしたり、新しい横樋を設置する場合にはコストがかかるけれども、本実施形態の屋根板10によれば、支持構造や横樋を取り換えることなく低コストに屋根の葺き替えを実施できる。   Further, when the roof board is replaced, in order to prevent rainwater from jumping over the side wall and scattering, it is costly to shift the side wall or to install a new side wall. According to the above, it is possible to replace the roof at a low cost without replacing the support structure and the reed.

なお、第1実施形態においては、横樋8を図2(a)に示すように、断面が半円形状の丸樋としたが、樋の形状は様々なものが考えられ、例えば、図2(b)に示す横樋70のように、屋根板10の端面と対向する側の側壁が、反対側の側壁よりも高く形成された角樋を用いるようにしてもよい。このようにすれば、より確実に、屋根板10から流れ出す雨水を飛散させることなく受けることができる。ここで、図2(b)は、屋根板10の下端側と横樋70との位置関係を示す拡大断面図である。
[第2実施形態]
本実施形態は、駅のホーム6に設置される駅舎に対し、本発明の屋根板及び屋根構造を適用したものであり、図5(a)は、本実施形態の駅舎5の外観を示す側面図、図5(b)は、屋根板50の下端側と横樋56との位置関係を示す拡大断面図(図5(a)のB部)である。
In the first embodiment, as shown in FIG. 2A, the horizontal bar 8 is a round bar having a semicircular cross section, but various types of bar can be considered. For example, FIG. You may make it use the square ridge formed so that the side wall facing the end surface of the roof board 10 may be higher than the side wall on the opposite side, like a horizontal ridge 70 shown in b). In this way, rainwater flowing out from the roof plate 10 can be received more reliably without being scattered. Here, FIG. 2 (b) is an enlarged cross-sectional view showing the positional relationship between the lower end side of the roof plate 10 and the reed 70.
[Second Embodiment]
In the present embodiment, the roof plate and the roof structure of the present invention are applied to the station building installed in the platform 6 of the station. FIG. 5A is a side view showing the appearance of the station building 5 of the present embodiment. FIG. 5 and FIG. 5B are enlarged cross-sectional views (portion B in FIG. 5A) showing the positional relationship between the lower end side of the roof plate 50 and the reed 56.

第2実施形態の駅舎5は、図5(a)に示すように、一対の屋根板50が、中央部が低くなるように谷状に配置された屋根52と、屋根52を下方から支持する支持構造54と、から構成されており、断面が略T字状に構成された支持構造54のT字の水平部分の中央部、つまり、各屋根板50の下端側の下方には、横樋56がホーム6の上面と平行に設けられている。   As shown in FIG. 5A, the station building 5 according to the second embodiment supports a roof 52 in which a pair of roof plates 50 are arranged in a valley shape so that the central portion is lowered, and the roof 52 from below. The support structure 54 is configured to have a horizontal section 56 at the center of the T-shaped horizontal portion of the support structure 54 having a substantially T-shaped cross section, that is, below the lower end side of each roof plate 50. Is provided in parallel with the upper surface of the home 6.

屋根板50は、第1実施形態の屋根板10と同形状の波状の金属の板材から構成されており、各谷部を流れる水を下端側に設けられた横樋56に流し込むように傾斜した状態で支持構造54に支持されている。   The roof plate 50 is made of a corrugated metal plate material having the same shape as the roof plate 10 of the first embodiment, and is inclined so as to pour water flowing through each trough into a side wall 56 provided on the lower end side. Is supported by the support structure 54.

そして、屋根板50の下端側は、突起20が形成されると共に下方に湾曲されて屋根板10と同形状にされており、上端側の端部は、鉛直下方に湾曲されている。
横樋56は、図5(b)に示すように、断面が矩形に形成された角樋であり、一対の屋根板50の下端側の下方に、開口側を上方にして配置されている。
And the lower end side of the roof board 50 is formed in the same shape as the roof board 10 by being curved downwardly with the projections 20, and the end part on the upper end side is curved vertically downward.
As shown in FIG. 5 (b), the reed 56 is a square reed having a rectangular cross section, and is disposed below the lower end side of the pair of roof boards 50 with the opening side upward.

以上説明したように、本実施形態の駅舎5は、ホーム6と平行となるように支持構造54に支持された横樋56と、一端が横樋56の上方にくるように横樋56を挟んで配置されると共に、各屋根板の谷部を流れる水を横樋56に流し込むように傾斜して配置された一対の屋根板50と、を備えている。   As described above, the station building 5 according to the present embodiment is arranged with the horizontal fence 56 supported by the support structure 54 so as to be parallel to the platform 6 and the horizontal fence 56 so that one end is located above the horizontal fence 56. And a pair of roof plates 50 arranged so as to be inclined so as to flow the water flowing through the valleys of the respective roof plates into the reed 56.

そして、屋根板50の上面の下端側に、各谷部を遮断する向きに直線状の突起20が夫々2列ずつ突出されており、突起20が設けられた側の端部が、突起20が突出された方向と反対側、つまり、下方に湾曲されている。   Then, two rows of linear protrusions 20 are projected on the lower end side of the upper surface of the roof plate 50 in a direction to block each valley portion, and the end portion on the side where the protrusions 20 are provided is connected to the protrusion 20. It is curved on the side opposite to the protruding direction, that is, downward.

従って、第2実施形態の駅舎5によれば、一対の屋根板50の谷部を流れる雨水を、屋根板50の間に配置された1本の横樋56に流し込むことができ、また、雨水が横樋56を飛び越えて飛散することを防止できる。なお、屋根板50の下端側の形状は、第1実施形態の屋根板10と同じ形状であり、第2実施形態においても、第1実施形態の屋根板10により得られる効果と同様の効果を得ることができる。   Therefore, according to the station building 5 of 2nd Embodiment, the rainwater which flows through the trough part of a pair of roofing board 50 can be poured into the one side wall 56 arrange | positioned between the roofing boards 50, and rainwater It is possible to prevent the leopard 56 from jumping over and scattering. In addition, the shape of the lower end side of the roof board 50 is the same shape as the roof board 10 of 1st Embodiment, and also in 2nd Embodiment, the effect similar to the effect obtained by the roof board 10 of 1st Embodiment is obtained. Obtainable.

以上、本発明の一実施形態について説明したが、本発明は、種々の形態を採り得ることは言うまでもない。
上記各実施形態では、屋根板の材質を鋼板としたが、鋼板に限ることはなく、アルミニウム等の他の金属材料を用いてもよく、樹脂材料を用いてもよい。
As mentioned above, although one Embodiment of this invention was described, it cannot be overemphasized that this invention can take a various form.
In each said embodiment, although the material of the roof board was made into the steel plate, it is not restricted to a steel plate, Other metal materials, such as aluminum, may be used, and a resin material may be used.

また、上記各実施形態では、本発明の屋根板及び屋根構造を駅舎に適用した例について説明したが、駅舎に限るものではなく、様々な建造物に適用することが可能である。そして、屋根の傾斜角度も、実験を行った2寸勾配、4.5寸勾配に限定されるものではなく、屋根板は、あらゆる角度に傾斜させて配置することができる。   Moreover, although each said embodiment demonstrated the example which applied the roof board and roof structure of this invention to the station building, it is not restricted to a station building, It is possible to apply to various buildings. Also, the inclination angle of the roof is not limited to the 2 inch gradient and 4.5 inch gradient in which the experiment was performed, and the roof plate can be arranged to be inclined at any angle.

なお、突起の寸法や、突起の上端側及び下端側の底部がなす角度についても、実験に使用した上記の値に限るものではなく、種々の値で成型することができる。そして、上記の寸法と異なる寸法で成型した屋根板においても上述した効果が得られることは言うまでもない。   In addition, about the dimension of a processus | protrusion, and the angle which the bottom part of the upper end side of a processus | protrusion and a lower end side make, it is not restricted to said value used for experiment, It can shape | mold by various values. And it cannot be overemphasized that the effect mentioned above is acquired also in the roof board shape | molded by the dimension different from said dimension.

また、上記各実施形態では、屋根板の下端には、各部を流れる水を遮断する向きに平行に2列に突起20を設けたが、屋根板の傾斜角度、雨量、素材表面の摩擦係数等の各種条件に基づいて突起の数を適宜変更することで、あらゆる条件下において、確実に雨水を横樋に導くことができる。   Moreover, in each said embodiment, although the processus | protrusion 20 was provided in 2 rows in the direction which interrupts | blocks the water which flows through each part at the lower end of the roof board, the inclination angle of a roof board, rainfall, the friction coefficient of the raw material surface, etc. By appropriately changing the number of protrusions based on the various conditions, it is possible to reliably guide rainwater to all sides under all conditions.

例えば、傾斜角度が緩い場合などは、図6に示す屋根板30のように、突起20を1列にしてもよく、例えば、短時間の雨量が多いような地域では、図7に示す屋根板40のように突起20を3列設けるようにしてもよい。   For example, when the inclination angle is loose, the projections 20 may be arranged in a row as in the roof plate 30 shown in FIG. 6. For example, in an area where there is a lot of rain for a short time, the roof plate shown in FIG. For example, as shown in FIG.

ここで、上記各実施形態の屋根板においては、プレス成型により、1列ずつ突起20を形成すると同時に、突起20より端部側の底部が、突起20を挟んで反対側の底部に対して所定の角度Θ1をなすように加工しているが、図6及び図7に示す屋根板30及び屋根板40の成型にも同じプレス金型を使用している。このため、突起20が1列形成された屋根板30の下端側は、突起20が2列形成された屋根板10または屋根板50に比べて湾曲の度合いは小さく、突起20が3列形成された屋根板40の下端側は、屋根板10または屋根板50に比べてより下方に湾曲される。そこで、横樋と屋根板との位置関係に基づいて、より確実に雨水を横樋に導くことができるように突起の数を選定することもできる。   Here, in the roof plate of each of the embodiments described above, the projections 20 are formed one by one by press molding, and at the same time, the bottom portion on the end side of the projection 20 is predetermined with respect to the bottom portion on the opposite side across the projection 20. However, the same press mold is also used for molding the roof plate 30 and the roof plate 40 shown in FIGS. 6 and 7. For this reason, the lower end side of the roof plate 30 on which the projections 20 are formed in one row is less curved than the roof plate 10 or the roof plate 50 in which the projections 20 are formed in two rows, and the projections 20 are formed in three rows. The lower end side of the roof plate 40 is curved downward as compared with the roof plate 10 or the roof plate 50. Therefore, the number of protrusions can be selected based on the positional relationship between the reed and the roofboard so that rainwater can be more reliably guided to the reed.

しかしながら、必ずしも、突起の形成と同時に突起の下端側の底部に傾斜をつける必要はなく、例えば、下端側を湾曲させた後に突起を形成してもよく、突起を形成した後で、下端側を湾曲させてもよい。また、必ずしも同じプレス金型を利用して、複数列の突起を形成する必要はなく、例えば、1列目と2列目の突起を異なるプレス金型にて形成してもよく、一度に複数列の突起を形成してもよい。   However, it is not always necessary to incline the bottom part on the lower end side of the protrusion simultaneously with the formation of the protrusion. For example, the protrusion may be formed after the lower end side is curved. It may be curved. In addition, it is not always necessary to use the same press mold to form a plurality of rows of protrusions. For example, the first row and the second row of protrusions may be formed using different press dies. A row of protrusions may be formed.

なお、図6(a)は、屋根板30の端部の詳細形状を示す正面図及び上面図、図6(b)は、屋根板30の端部の詳細形状を示す断面図(図6(a)の断面D)であり、図7(a)は、屋根板40の端部の詳細形状を示す正面図及び上面図、図7(b)は、屋根板40の端部の詳細形状を示す断面図(図7(a)の断面E)である。   6A is a front view and a top view showing the detailed shape of the end portion of the roof plate 30, and FIG. 6B is a cross-sectional view showing the detailed shape of the end portion of the roof plate 30 (FIG. 6 ( 7A is a cross-sectional view D), FIG. 7A is a front view and a top view showing the detailed shape of the end portion of the roof plate 40, and FIG. 7B is the detailed shape of the end portion of the roof plate 40. It is sectional drawing shown (cross section E of Fig.7 (a)).

第1実施形態の駅舎1の外観を示す側面図である。It is a side view which shows the external appearance of the station building 1 of 1st Embodiment. 屋根板10の下端側と横樋8との位置関係を示す拡大断面図である。3 is an enlarged cross-sectional view showing the positional relationship between the lower end side of the roof plate 10 and the reed 8. FIG. 屋根板10の端部の詳細形状を示す正面図、上面図、断面図である。FIG. 3 is a front view, a top view, and a cross-sectional view showing a detailed shape of an end portion of the roof plate 10. 屋根板10に水を流した場合の水の流れを示す説明図である。It is explanatory drawing which shows the flow of the water at the time of flowing water through the roof board 10. FIG. 第2実施形態の駅舎5の外観を示す側面図である。It is a side view which shows the external appearance of the station building 5 of 2nd Embodiment. 屋根板30の端部の詳細形状を示す正面図、上面図、断面図である。It is the front view which shows the detailed shape of the edge part of the roofboard 30, a top view, and sectional drawing. 屋根板40の端部の詳細形状を示す正面図、上面図、断面図である。It is the front view which shows the detailed shape of the edge part of the roof board 40, a top view, and sectional drawing. 従来の屋根板90の下端側と横樋8との位置関係を示す拡大断面図である。It is an expanded sectional view which shows the positional relationship of the lower end side of the conventional roof board 90, and the recumbency 8.

符号の説明Explanation of symbols

1…駅舎、2…屋根、4…支持構造、5…駅舎、6…ホーム、8…横樋、10…屋根板、12…頂部、14…第2側壁部、16…底部、16a…第1底部、16b…第2底部、16c…第3底部、18…第1側壁部、20…突起、20a…第1突起、20b…第2突起、30…屋根板、40…屋根板、50…屋根板、52…屋根、54…支持構造、56…横樋、70…横樋、90…屋根板 DESCRIPTION OF SYMBOLS 1 ... Station building, 2 ... Roof, 4 ... Support structure, 5 ... Station building, 6 ... Home, 8 ... Recumbent, 10 ... Roof board, 12 ... Top part, 14 ... 2nd side wall part, 16 ... Bottom part, 16a ... 1st bottom part 16b ... second bottom, 16c ... third bottom, 18 ... first side wall, 20 ... projection, 20a ... first projection, 20b ... second projection, 30 ... roof, 40 ... roof, 50 ... roof , 52 ... Roof, 54 ... Support structure, 56 ... Recumbent, 70 ... Recumbent, 90 ... Roof plate

Claims (7)

山部及び谷部が略平行に連続して形成された波状の板材からなり、各谷部を流れる水を下端側に設けられた横樋に流し込むように傾斜して配置される屋根板であって、
当該屋根板の一面側で、且つ、前記各谷部の一端側には、該各谷部を遮断する向きに、直線状の突起が夫々少なくとも1つ突出されており、
該突起が設けられた側の端部は、突起が突出された方向と反対側に湾曲され
前記直線状の突起は、該突起と直交する方向に分割されており、前記谷部を流れる水の一部が前記突起の間を通過可能にされたことを特徴とする屋根板。
It is a roof board that is made of a corrugated plate material in which the crests and troughs are formed substantially continuously in parallel, and is inclined so as to pour the water flowing through each trough into the side wall provided on the lower end side. ,
On one side of the roof plate, and at one end side of each trough, at least one linear protrusion protrudes in a direction to block each trough,
The end on the side where the protrusion is provided is curved to the opposite side to the direction in which the protrusion is protruded ,
The linear protrusion is divided in a direction perpendicular to the protrusion, and a part of water flowing through the valley is allowed to pass between the protrusions .
前記谷部は、
一定の幅に形成された底部と、
底部の両側で山部に繋がる側壁部と、
からなり、
前記直線状の突起は、少なくとも前記底部に形成されたことを特徴とする請求項1に記載の屋根板。
The trough is
A bottom formed in a certain width;
A side wall connected to the mountain on both sides of the bottom,
Consists of
The roof plate according to claim 1, wherein the linear protrusion is formed at least on the bottom portion.
当該屋根板が、前記湾曲された側の端部を下方にして傾斜して配置された場合において、
前記直線状の突起より下端側の底部の傾斜角度が、前記突起よりも上端側の底部の傾斜角度よりも大きくなるように形成されたことを特徴とする請求項2に記載の屋根板。
In the case where the roof plate is disposed with the end on the curved side facing downward,
The roof board according to claim 2, wherein an inclination angle of a bottom portion on a lower end side of the linear protrusion is larger than an inclination angle of a bottom portion on an upper end side of the protrusion.
請求項1〜請求項の何れかに記載の屋根板と、
略水平に配置され、該屋根板の谷部を流れる水を受ける横樋と、
を備え、
前記屋根板は、前記湾曲された側の端部が、前記横樋の上方にくるように配置されると共に、該屋根板の谷部を流れる水を前記横樋に流し込むように傾斜して配置されたことを特徴とする屋根構造。
The roof plate according to any one of claims 1 to 3 ,
A recumbent which is arranged substantially horizontally and receives water flowing through the valley of the roof plate;
With
The roof plate is disposed so that an end portion on the curved side is located above the side wall, and is inclined so that water flowing through a valley portion of the roof plate flows into the side wall. A roof structure characterized by that.
前記屋根板は、湾曲された側の谷部の端面が、前記横樋の幅方向の中心を通る面の近傍にくるように配置されたことを特徴とする請求項に記載の屋根構造。 5. The roof structure according to claim 4 , wherein the roof plate is disposed such that an end surface of a valley portion on a curved side is in the vicinity of a surface passing through a center in a width direction of the side wall. 一対の前記屋根板を備え、該屋根板が山状に配置されたことを特徴とする請求項または請求項に記載の屋根構造。 The roof structure according to claim 4 or 5 , comprising a pair of roof plates, wherein the roof plates are arranged in a mountain shape. 請求項1〜請求項の何れかに記載の屋根板を一対と、
略水平に配置され、前記各屋根板の谷部を流れる水を受ける横樋と、
備え、
前記一対の屋根板は、夫々湾曲された側の端部が、前記横樋の上方にくるように前記横樋を挟んで配置されると共に、該各屋根板の谷部を流れる水を前記横樋に流し込むように傾斜して配置されたことを特徴とする屋根構造。
A pair of roofing boards according to any one of claims 1 to 3 ,
A recumbent that is arranged substantially horizontally and receives the water flowing through the valleys of each roof plate,
Prepared,
The pair of roofing boards are arranged with the side walls sandwiched so that the curved ends thereof are located above the side walls, and water flowing through the valleys of the roofing boards is poured into the side walls. The roof structure is characterized by being arranged so as to be inclined.
JP2006179821A 2006-06-29 2006-06-29 Roof plate and roof structure Active JP4723426B2 (en)

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Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0620677U (en) * 1992-04-30 1994-03-18 株式会社加根又本店 Ash fall prevention building

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0620677U (en) * 1992-04-30 1994-03-18 株式会社加根又本店 Ash fall prevention building

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