JPH0715944Y2 - Roof rainwater drainage structure - Google Patents
Roof rainwater drainage structureInfo
- Publication number
- JPH0715944Y2 JPH0715944Y2 JP1989042958U JP4295889U JPH0715944Y2 JP H0715944 Y2 JPH0715944 Y2 JP H0715944Y2 JP 1989042958 U JP1989042958 U JP 1989042958U JP 4295889 U JP4295889 U JP 4295889U JP H0715944 Y2 JPH0715944 Y2 JP H0715944Y2
- Authority
- JP
- Japan
- Prior art keywords
- gutter
- rainwater
- drainage
- roof surface
- roof
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Building Environments (AREA)
Description
【考案の詳細な説明】 (産業上の利用分野) 本考案は工場等の大屋根に降った雨水を速やかに排水す
る屋根雨水排水構造に関する。[Detailed Description of the Invention] (Field of Industrial Use) The present invention relates to a roof rainwater drainage structure for promptly draining rainwater that has fallen on a large roof of a factory or the like.
(従来の技術) 一般に屋根に降った雨水の排水系路は、傾斜する屋根面
を流下し、屋根面下縁に沿って設けられる横樋に流れ込
み、横樋からの雨水を屋外に設けた竪樋により排水して
いる(例えば実開昭60−99634号公報参照)。(Prior art) Generally, the drainage system of rainwater that has fallen on the roof flows down the sloping roof surface and flows into the gutter provided along the lower edge of the roof surface, and the rainwater from the gutter is provided outdoors by the gutter. It is drained (see, for example, Japanese Utility Model Laid-Open No. 60-99634).
しかし工場等のように大面積の大屋根を有する建物の雨
水排水系路は、屋根に降った雨水が屋根面に従って流下
し、屋根面の下縁に沿って設けられた横樋に集積され、
横樋に集積した雨水を竪樋により屋外へ排水するように
しているが、このような排水系路で、横樋が長い場合、
横樋及び竪樋の排水断面積が制約されるため、横樋を流
れる雨水の一部を屋内に設けた竪樋により流下させ、屋
内の床に設けた床排水路を経由して屋外へ排水するよう
にしている。However, in rainwater drainage channels of buildings with large roofs such as factories, rainwater that has fallen on the roof flows down along the roof surface and is accumulated in a gutter provided along the lower edge of the roof surface.
The rainwater accumulated on the gutter is drained to the outside by a down gutter. With such a drainage system, if the gutter is long,
Since the drainage cross-sectional area of the gutter and gutter is restricted, part of the rainwater flowing through the gutter is made to flow down by the gutter provided indoors, and drained to the outside through the floor drainage provided in the indoor floor. I have to.
(考案が解決しようとする課題) 横樋、竪樋及び床排水路等の寸法は、過去の最大降雨量
を考慮して決定されるが、増築等による増設部分を含む
屋根では増築に伴って屋根面積がその都度拡大され、当
初の排水断面では対処できない場合がある。このような
場合、工場であると、屋内の製造ライン、ロボット用ピ
ット等の既設の設備等の関係で、屋内に設けた床排水路
の増大断面工事を実施することが困難な場合が多々あ
る。(Problems to be solved by the invention) The dimensions of gutters, troughs, floor drains, etc. are determined in consideration of the maximum amount of rainfall in the past. The area may be expanded each time, and the initial drainage cross-section may not be enough. In such a case, in the case of a factory, it is often difficult to carry out an increased cross-section construction of a floor drainage channel provided indoors due to the relationship between the indoor production line, existing equipment such as robot pits, etc. .
こうした床排水路は、しばしば集中豪雨等の大降雨量に
より屋内への溢流を誘発し、ライン操業の中断、機器や
装置の損傷を招来する等の不具合があり、更に床排水路
の改善工事には、操業の長期に亘る中断や大工事を必要
とする等の問題がある。These floor drainage channels often have problems such as heavy indoor rainfall caused by heavy rainfall, causing interruption of line operation, damage to equipment and equipment, and further improvement work of floor drainage channels. Have problems such as long-term interruption of operations and large-scale construction.
従って本考案の目的は、増築工事等の屋根面積の増大が
あっても屋根の降雨を速やかに排水することにより、工
場内の操業中断や、機器、装置の損傷を未然に防ぎ得る
屋根雨水排水構造を提供することにある。Therefore, the object of the present invention is to prevent roof interruptions and damage to equipment and devices by promptly draining the roof rain even if the roof area increases due to expansion work, etc. To provide the structure.
(課題を解決するための手段) 上記目的を達成するために本考案の屋根雨水排水構造
は、増設部分を含む傾斜する屋根面の下縁に沿って設け
られた横樋を有し、横樋からの雨水を屋内に配設した竪
樋を介して床排水路及び屋外に配設された竪樋を介して
屋外排水路に分配して排水する屋根雨水排水構造におい
て、前記屋根面の中間高さ位置に勾配方向と直交する方
向に沿って設けた堰と前記屋根面により形成した補助集
水樋と、補助集水樋の下方で、かつ補助集水樋に沿って
徐々に補助集水樋との離間距離が大となる勾配を有し、
雨水を屋外に導く排水パイプと、補助集水樋及び排水パ
イプ間を連結して補助集水樋の雨水を排水パイプに導く
連結パイプとを設けたものである。(Means for Solving the Problem) In order to achieve the above-mentioned object, the roof rainwater drainage structure of the present invention has a gutter provided along the lower edge of the sloping roof surface including the extension part. In a rainwater drainage structure that distributes and drains rainwater to a floor drainage channel through a vertical gutter provided indoors and an outdoor drainage channel through a vertical gutter provided outdoors, an intermediate height position of the roof surface The auxiliary water collecting gutter formed by the weir and the roof surface provided along the direction orthogonal to the gradient direction, and the auxiliary water collecting gutter under the auxiliary water collecting gutter and gradually along the auxiliary water collecting gutter. Has a gradient that makes the separation distance large,
A drainage pipe for guiding rainwater to the outside and a connecting pipe for connecting rainwater from the auxiliary water collection gutter to the drainage pipe by connecting between the auxiliary water collection gutter and the drainage pipe are provided.
(作用) 傾斜する屋根面と堰により形成した補助集水樋より上方
の屋根面に降った雨水は補助集水樋に集積して、連結パ
イプを経て排水パイプによって建物外部に導き、更に補
助集水樋より下方の屋根面に降った雨水は、屋根面下縁
に沿って設けられた横樋に集積され、横樋の水勾配に従
い屋内及び屋外に設けた竪樋に分配して排水することに
より屋内に配した竪樋を下流する雨水の量を減らし、床
排水路を流れる雨水の量を減らして、円滑に排水を行
う。(Operation) Rainwater that falls on the roof surface above the auxiliary water collection gutter formed by the sloping roof surface and weir accumulates in the auxiliary water collection gutter, and is guided to the outside of the building by the drainage pipe through the connecting pipe and further auxiliary collection water. Rainwater that falls on the roof surface below the water gutter is accumulated in a gutter provided along the lower edge of the roof surface, and is distributed indoors and outdoors according to the water gradient of the gutter to be drained indoors. The amount of rainwater flowing downstream from the vertical gutter arranged in the area will be reduced, and the amount of rainwater flowing through the floor drain will be reduced to allow smooth drainage.
(実施例) 以下本考案の屋根雨水排水構造の一実施例を第1図乃至
第3図によって説明する。第1図は本考案の要部斜視
図、第2図は同一部破断全体斜視図、第3図雨水排水系
路図である。(Embodiment) An embodiment of the roof rainwater drainage structure of the present invention will be described below with reference to FIGS. 1 to 3. FIG. 1 is a perspective view of an essential part of the present invention, FIG. 2 is a perspective view of the same part broken, and FIG. 3 is a rainwater drainage system path diagram.
図中符号1は増築等による増設部分を含む屋根面であ
り、屋根面1の下縁1aに沿って断面U字形の横樋2が設
けてある。横樋2の端部は屋外に設けた竪樋3aに接続さ
れ、更に竪樋3aは屋外排水路4aに接続している。一方横
樋2の中央部は屋内に設けられた竪樋3bに接続してあ
り、竪樋3bの下端は、屋内の床に配設して、屋外に連続
する床排水路4bに接続してある。従って横樋2に集積さ
れた雨水は、横樋2の水勾配に従い、屋外に設けられた
竪樋3a及び屋内に設けられた竪樋3bに導かれ、屋外排水
路4a及び床排水路4bより排水される。In the figure, reference numeral 1 is a roof surface including an additional portion such as an extension, and a gutter 2 having a U-shaped cross section is provided along the lower edge 1a of the roof surface 1. The end of the gutter 2 is connected to a vertical gutter 3a provided outdoors, and the vertical gutter 3a is connected to an outdoor drainage channel 4a. On the other hand, the central part of the horizontal gutter 2 is connected to a vertical gutter 3b provided indoors, and the lower end of the vertical gutter 3b is arranged on an indoor floor and is connected to a floor drainage channel 4b continuous to the outside. . Therefore, the rainwater accumulated in the gutter 2 is guided to the vertical gutter 3a provided outdoors and the vertical gutter 3b provided indoors according to the water gradient of the gutter 2, and is drained from the outdoor drainage channel 4a and the floor drainage channel 4b. It
屋根面1の所望の中間高さ位置に屋根面1の勾配方向と
略直交する方向に沿って断面L字状の板部材により堰5
を設け、堰5より上方の屋根面1bと共同して補助集水樋
6を形成する。The weir 5 is provided at a desired intermediate height position on the roof surface 1 by a plate member having an L-shaped cross section along a direction substantially orthogonal to the gradient direction of the roof surface 1.
And the auxiliary water collecting gutter 6 is formed in cooperation with the roof surface 1b above the weir 5.
なお、符号5aは、堰5を屋根面1に支承する支持部材で
ある。Reference numeral 5a is a support member that supports the weir 5 on the roof surface 1.
補助集水樋6の下方に補助集水樋6に沿って、屋根面1
の側端に向かって徐々に補助集水樋6との離間距離が大
となる水勾配を有する排水パイプ8が支持部材8aに支承
されて設けてあり、排水パイプ8の端部は屋外に設けら
れた竪樋3cに接続され、屋外排水路4aに続いている。Below the auxiliary water collecting gutter 6 and along the auxiliary water collecting gutter 6, the roof surface 1
A drainage pipe 8 having a water gradient that gradually increases the distance from the auxiliary water collecting gutter 6 toward the side end of the drainage pipe 8 is supported by the support member 8a, and the end of the drainage pipe 8 is provided outdoors. It is connected to the vertical gutter 3c and continues to the outdoor drainage channel 4a.
補助集水樋6と排水パイプ8は、堰5と排水パイプ8と
を適宜個数の連結パイプ7により接続してある。The auxiliary water collecting gutter 6 and the drainage pipe 8 connect the weir 5 and the drainage pipe 8 by an appropriate number of connecting pipes 7.
以上のように構成された屋根雨水排水構造において、補
助集水樋6を構成する堰5より上方の屋根面1bに降った
雨水は、補助集水樋6により集積され、連結パイプ7に
より排水パイプ8に導かれ、排水パイプ8の水勾配に従
って流下し、竪樋3cより屋外排水路4aへ排水される。In the roof rainwater drainage structure configured as described above, the rainwater that has fallen on the roof surface 1b above the weir 5 that constitutes the auxiliary water collecting gutter 6 is accumulated by the auxiliary water collecting gutter 6 and is drained by the connecting pipe 7. It is led to 8, and flows down according to the water gradient of the drainage pipe 8, and is drained from the vertical gutter 3c to the outdoor drainage channel 4a.
堰5より下方の屋根面1cに降った雨水は屋根面1c上を流
下して横樋2に集積され、横樋2の水勾配に従い、屋外
に設けられた竪樋3a及び屋内に設けられた竪樋3bに分配
され、それぞれ屋外に設けられた屋外排水路4a及び屋内
に設けられた床排水路4bに導かれ排水される。Rainwater that has fallen on the roof surface 1c below the weir 5 flows down on the roof surface 1c and is accumulated in the gutter 2. According to the water gradient of the gutter 2, an outdoor vertical gutter 3a and an indoor vertical gutter 3a. The water is distributed to the outdoor drainage channels 4a provided outdoors and the floor drainage channels 4b provided indoors for drainage.
屋根面1に堰5により形成する補助集水樋6の位置は、
横樋2、竪樋3a、3b、3c及び床排水路4b等の寸法等を考
慮し、適宜高さ位置に設けることができ、また、適宜個
所の屋根面に選択的に設けることが可能である。The position of the auxiliary water collecting gutter 6 formed by the weir 5 on the roof surface 1 is
In consideration of the dimensions of the gutter 2, the vertical gutters 3a, 3b, 3c, the floor drainage channel 4b, etc., it can be installed at an appropriate height position, or can be selectively installed on the roof surface of an appropriate place. .
(効果) 補助集水樋を形成する堰より上方の屋根面に降った雨水
は補助集水樋に集積され、連結パイプを経て建物外部に
導き、補助集水樋より下方の屋根面に降った雨水のみを
横樋に流下させることにより、横樋に流下する雨水量が
減少し、この減少した雨水を、屋内及び屋外に配した竪
樋に分配することにより、床排水路への流量を減らし、
床排水路の寸法を変更することなく、増築等で屋根面積
が拡大されても大量の降雨に対処することができ、屋内
の溢流が防止でき、これに起因する屋内に設置したライ
ン操業の中断、機器、装置等の損傷を未然に防止でき
る。また補助集水樋及び排水パイプ等を屋外での作業の
みで、設置でき、屋内の操業を中断することがなく、実
用的効果大なるものである。(Effect) Rainwater that has fallen on the roof surface above the weir that forms the auxiliary water collection gutter is accumulated in the auxiliary water collection gutter, led to the outside of the building through the connecting pipe, and fell to the roof surface below the auxiliary water collection gutter. By flowing only rainwater into the gutter, the amount of rainwater flowing down into the gutter is reduced, and by distributing this reduced rainwater to the vertical gutters arranged indoors and outdoors, the flow rate to the floor drain can be reduced.
Without changing the dimensions of the floor drainage channel, it is possible to cope with a large amount of rainfall even if the roof area is expanded due to an extension, etc., and it is possible to prevent indoor overflow, resulting in line operation installed indoors. It is possible to prevent interruptions, damage to equipment, devices, etc. In addition, the auxiliary water collection gutter and drainage pipe can be installed only by working outdoors, and the indoor operation is not interrupted, which is a practical effect.
第1図は本考案の屋根雨水排水構造の一実施例を示す要
部斜視図、第2図は同一部破断全体斜視図、第3図は同
雨水排水系路図である。 1……屋根面、1a……下縁、2……横樋、3a,3b,3c……
竪樋、4a……屋外排水路、4b……床排水路、5……堰、
6……補助集水樋、7……連結パイプ、8……排水パイ
プFIG. 1 is a perspective view of an essential part showing an embodiment of a roof rainwater drainage structure of the present invention, FIG. 2 is an overall perspective view of the same part broken, and FIG. 3 is a rainwater drainage system path diagram. 1 …… Roof surface, 1a …… Bottom edge, 2 …… Gutter, 3a, 3b, 3c ……
Vertical gutter, 4a …… outdoor drainage, 4b …… floor drainage, 5 …… weir,
6 ... Auxiliary water collection gutter, 7 ... Connection pipe, 8 ... Drainage pipe
Claims (1)
って設けられた横樋を有し、横樋からの雨水を屋内に配
設した竪樋を介して床排水路及び屋外に配設された竪樋
を介して屋外排水路に分配して排水する屋根雨水排水構
造において、前記屋根面の中間高さ位置に勾配方向と直
交する方向に沿って設けた堰と、前記屋根面により形成
した補助集水樋と、補助集水樋の下方で、かつ補助集水
樋に沿って徐々に補助集水樋との離間距離が大となる勾
配を有し、雨水を屋外に導く排水パイプと、補助集水樋
及び排水パイプ間を連結して補助集水樋の雨水を排水パ
イプに導く連結パイプとを設けたことを特徴とする屋根
雨水排水構造。1. A floor gutter provided along a lower edge of a sloping roof surface including an additional portion, and rainwater from the gutter is provided indoors through a floor gutter and a floor drainage channel and outdoors. In a roof rainwater drainage structure that distributes and drains to an outdoor drainage channel through a vertical gutter, formed by a weir provided at an intermediate height position of the roof surface along a direction orthogonal to the gradient direction and the roof surface. And the drainage pipe that leads the rainwater to the outside with the slope of the auxiliary water collecting gutter and the slope below the auxiliary water collecting gutter and gradually increasing along the auxiliary water collecting gutter. A roof rainwater drainage structure, comprising: a connecting pipe for connecting rainwater from the auxiliary collecting gutter to the drainage pipe by connecting the auxiliary collecting gutter and the drainage pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1989042958U JPH0715944Y2 (en) | 1989-04-14 | 1989-04-14 | Roof rainwater drainage structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1989042958U JPH0715944Y2 (en) | 1989-04-14 | 1989-04-14 | Roof rainwater drainage structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02134228U JPH02134228U (en) | 1990-11-07 |
JPH0715944Y2 true JPH0715944Y2 (en) | 1995-04-12 |
Family
ID=31554957
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1989042958U Expired - Lifetime JPH0715944Y2 (en) | 1989-04-14 | 1989-04-14 | Roof rainwater drainage structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0715944Y2 (en) |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63173428U (en) * | 1987-04-30 | 1988-11-10 | ||
JPH0723642B2 (en) * | 1987-05-29 | 1995-03-15 | 義信 杉田 | Roof structure |
-
1989
- 1989-04-14 JP JP1989042958U patent/JPH0715944Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH02134228U (en) | 1990-11-07 |
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