JP2023124666A - rainwater drainage structure - Google Patents

rainwater drainage structure Download PDF

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JP2023124666A
JP2023124666A JP2022028570A JP2022028570A JP2023124666A JP 2023124666 A JP2023124666 A JP 2023124666A JP 2022028570 A JP2022028570 A JP 2022028570A JP 2022028570 A JP2022028570 A JP 2022028570A JP 2023124666 A JP2023124666 A JP 2023124666A
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rainwater
drain
gutter
eaves gutter
drainage structure
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舞 西本
Mai Nishimoto
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Panasonic Intellectual Property Management Co Ltd
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Panasonic Intellectual Property Management Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

Abstract

To provide a rainwater drainage structure capable of efficiently draining rainwater from a roof above a lean-to roof and rainwater from an eaves gutter of the lean-to roof, and improving workability and design of construction.SOLUTION: A rainwater drainage structure includes an eaves gutter installed on a building with a lean-to roof and attached to the eaves of the lean-to roof, an upper leader that drains rainwater from the roof above the lean-to roof, and a drain 40 attached to the through hole of the eaves gutter and drains rainwater from the eaves gutter downward, inducing a siphon effect. The upper drain member of the drain includes an upper flange attached to the top surface of the bottom plate of the eaves gutter, an upper cylindrical portion that passes through the through hole, a wing portion installed at a plurality of positions in the circumferential direction on the upper surface of the upper flange, and an upper leader connection portion that is supported by the wing portion and connects the upper leader. The lower drain member of the drain has a lower cylindrical portion that is provided below the lower flange and into which the upper cylindrical portion is inserted. The lower end of the upper leader connection position is located higher than the top surface of the upper flange.SELECTED DRAWING: Figure 5

Description

本開示は、下屋を備える建物において雨水を排水する雨水排水構造に関する。 The present disclosure relates to rainwater drainage structures for draining rainwater in buildings with sheds.

従来から、建物の屋根の軒先に取り付けられた軒樋に流れ落ちた雨水を集水して竪樋に送り、竪樋を通って下側から排出することが行われる。このとき竪樋での排水処理量を高くするために、サイフォン現象により大量の雨水を効率よく排水することが考えられる。 2. Description of the Related Art Conventionally, it has been practiced to collect rainwater that has flowed down an eaves gutter attached to the eaves of a building roof, send it to a downspout, and discharge it from below through the downspout. At this time, in order to increase the amount of wastewater treated in the downspout, it is conceivable to efficiently drain a large amount of rainwater by the siphon phenomenon.

特許文献1には、底面に貫通孔を有する軒樋と、貫通孔を貫通した排水部材の下側の筒部に接続された竪樋とを備える雨水排水構造が記載されている。この雨水排水構造の排水部材は、上端に配置された板状の蓋部材と、筒部を有する装着筒と、装着筒のフランジ上面と蓋部材の下面とを連結する複数の縦リブとを有し、サイフォン現象を起こすとされている。 Patent Literature 1 describes a rainwater drainage structure including an eaves gutter having a through hole in its bottom surface and a vertical gutter connected to a tubular portion on the lower side of a drainage member penetrating through the through hole. The drainage member of this rainwater drainage structure has a plate-like lid member arranged at the upper end, a mounting cylinder having a cylindrical portion, and a plurality of vertical ribs connecting the upper surface of the flange of the mounting cylinder and the lower surface of the lid member. and is said to cause a siphon phenomenon.

特許第6279795号公報Japanese Patent No. 6279795

ところで、サイフォン現象を利用して大量の雨水を効率よく排水する雨水排水構造を、下屋を有する建物に取り付けて、下屋の軒先に取り付けた下屋軒樋から雨水を効率よく排水することが考えられる。また、このとき、下屋よりも上方の屋根、例えば大屋根側から排水管を下ろし、下屋軒樋の中に雨水を排水することも考えられる。しかしながら、この構成では、排水管からの排水が下屋軒樋の底面に当たって水跳ねが生じる可能性がある。このために、下屋軒樋の一部に上からの排水管を貫通させると共に、軒樋の排水管貫通位置とは別の位置にドレンを接続し、ドレンに接続した枝管の下流側端を排水管の軒樋より下側に接続することが考えられる。これにより、排水管の上側から流れた雨水と、下屋軒樋からの雨水とが、排水管の下側で合流した後、排出される。 By the way, it is possible to install a rainwater drainage structure that efficiently drains a large amount of rainwater using the siphon phenomenon in a building with a shed and efficiently drain the rainwater from the shed eaves gutter attached to the eaves of the shed. Conceivable. Also, at this time, it is conceivable to drain the rainwater into the lower house eaves gutter by lowering the drain pipe from the roof above the lower house, for example, from the side of the large roof. However, in this configuration, there is a possibility that the water from the drain pipe hits the bottom surface of the lower eaves gutter and splashes. For this purpose, a drainage pipe from above is passed through a part of the eaves gutter, a drain is connected to a position different from the position where the drain pipe penetrates the eaves gutter, and the downstream end of the branch pipe connected to the drain is can be connected below the eaves gutter of the drain pipe. As a result, the rainwater flowing from the upper side of the drain pipe and the rainwater from the lower eaves gutter join together at the lower side of the drain pipe and then are discharged.

しかしながら、このこうせいでは、上からの排水管を軒樋に貫通させると共に、軒樋の排水管貫通位置とは別の位置にドレン接続用の貫通孔を形成し、軒樋からの雨水が排水管に流れるように、枝管を排水管に接続して雨水排水構造を形成する必要がある。このような雨水排水構造は、施工の手間がかなりかかるので、施工の作業性が悪い。また、枝管を排水管に接続した排水構造は意匠性が悪いという問題もある。 However, in this arrangement, the drain pipe from above is passed through the eaves gutter, and a through hole for drain connection is formed at a position different from the position where the drain pipe penetrates the eaves gutter, so that rainwater from the eaves gutter is drained into the drain pipe. branch pipes must be connected to the drainpipe to form a stormwater drainage structure. Such a rainwater drainage structure requires a considerable amount of time and effort to construct, resulting in poor construction workability. Moreover, there is also a problem that the drainage structure in which the branch pipe is connected to the drainage pipe has a poor design.

そこで、本開示の目的は、下屋よりも上方の屋根からの雨水と下屋の軒樋からの雨水とを効率よく排水でき、かつ、施工の作業性及び意匠性を向上できる雨水排水構造を提供することにある。 Therefore, the object of the present disclosure is to provide a rainwater drainage structure that can efficiently drain rainwater from the roof above the shed and the rainwater from the eaves gutter of the shed and can improve the workability and design of construction. to provide.

本開示に係る雨水排水構造は、下屋を備える建物に設置され、下屋よりも上方の屋根からの雨水と、下屋からの雨水とを排水する雨水排水構造であって、下屋の軒先に取り付けられ、貫通孔を有する軒樋と、下屋よりも上方の屋根からの雨水を流下させる上側竪樋と、貫通孔に取り付けられ、軒樋の雨水を下方に排出し、サイフォン現象を誘発するドレンと、を備え、ドレンは、上側ドレン部材と、下側ドレン部材とを有し、上側ドレン部材は、軒樋の底板の上面に取付けられる上フランジと、上フランジの径方向内側端から径方向内側に向かうに従って下方に延設され、貫通孔を貫通する上側筒部と、上フランジの上面の周方向複数位置に立設される羽根部と、羽根部に支持され、上側竪樋を接続する上側竪樋接続部と、を有し、下側ドレン部材は、軒樋の底板の下面に取付けられる下フランジと、下フランジの下側に設けられ、内側に上側筒部が挿入される下側筒部と、を有し、下側筒部は、雨水を下方に排出する下側竪樋が接続され、上側竪樋接続部の下端は、上フランジの上面より高い位置にある、雨水排水構造である。 A rainwater drainage structure according to the present disclosure is installed in a building with a shed and drains rainwater from a roof above the shed and rainwater from the shed. An eaves gutter with a through-hole, an upper downpipe that drains rainwater from the roof above the shed, and an upper downspout that is attached to the through-hole and discharges rainwater from the eaves gutter downward, inducing a siphon phenomenon. a drain having an upper drain member and a lower drain member, the upper drain member including an upper flange attached to the upper surface of the bottom plate of the eaves gutter; An upper cylindrical portion that extends downward as it goes radially inward and penetrates the through hole, a blade portion that stands upright at a plurality of positions in the circumferential direction on the upper surface of the upper flange, and an upper vertical gutter supported by the blade portion. The lower drain member has a lower flange attached to the lower surface of the bottom plate of the eaves gutter, and the lower drain member is provided on the lower side of the lower flange, and the upper cylindrical portion is inserted inside. a lower tubular portion, the lower tubular portion being connected to a lower gutter for discharging rainwater downward, the lower end of the upper gutter connecting portion being higher than the upper surface of the upper flange; Drainage structure.

本開示の一態様の雨水排水構造によれば、下屋の軒先の軒樋からの雨水を、ドレンを通じて下側竪樋に排出できると共に、下屋より上方の屋根からの雨水を上側竪樋からドレンを通じて下側竪樋に排出できる。このとき、上側竪樋の下端内側が上側筒部の内側に対向できるので、上側竪樋から排出された雨水の軒樋での水跳ねを抑制できる。また、ドレンはサイフォン現象を誘発する。これにより、上側竪樋からの雨水と軒樋からの雨水とがドレンで合流することで下側竪樋より上流側で雨水が満水状態になりやすいことと相まって、サイフォン現象を利用して、下側竪樋に大量の雨水を効率よく排水できる。さらに、下屋より上方の屋根からの雨水の排水のために、ドレンを貫通させる貫通孔とは別の位置に別の貫通孔を軒樋に形成する必要がない。これにより、施工作業の作業性を向上できる。さらに、軒樋に接続された枝管を排水管の軒樋より下側に接続する必要がないので、意匠性を向上できる。 According to the rainwater drainage structure of one aspect of the present disclosure, rainwater from the eaves gutter at the eaves of the shed can be discharged to the lower gutter through the drain, and rainwater from the roof above the shed can be drained from the upper gutter. It can be discharged to the lower downpipe through the drain. At this time, since the inner side of the lower end of the upper downpipe can face the inner side of the upper cylindrical portion, it is possible to suppress splashing of rainwater discharged from the upper downspout in the eaves gutter. Also, the drain induces a siphon phenomenon. As a result, the rainwater from the upper downpipe and the rainwater from the eaves gutter merge at the drain, which makes it easy for the rainwater on the upstream side of the lower downpipe to become full. A large amount of rainwater can be efficiently drained to the side downspout. Furthermore, there is no need to form a separate through-hole in the eaves gutter at a position different from the through-hole through which the drain penetrates in order to drain rainwater from the roof above the shed. Thereby, the workability of the construction work can be improved. Furthermore, since it is not necessary to connect the branch pipe connected to the eaves gutter below the eaves gutter of the drain pipe, the design can be improved.

実施形態の雨水排水構造が設置された建物の一部を示す概略斜視図である。1 is a schematic perspective view showing part of a building in which a rainwater drainage structure of an embodiment is installed; FIG. 図1のA部における拡大断面図である。2 is an enlarged cross-sectional view of part A in FIG. 1; FIG. 図2に設けられたドレンの正面図である。FIG. 3 is a front view of a drain provided in FIG. 2; 図3のドレンを上から見た図である。FIG. 4 is a top view of the drain of FIG. 3; 図4のB-B断面図である。FIG. 5 is a cross-sectional view taken along the line BB of FIG. 4; 実施形態の別例の雨水排水構造において、図5に対応する図である。FIG. 6 is a view corresponding to FIG. 5 in a rainwater drainage structure of another example of the embodiment; 実施形態の別例の雨水排水構造において、図2に対応する図である。FIG. 3 is a view corresponding to FIG. 2 in a rainwater drainage structure of another example of the embodiment; 図7を上から見た図である。It is the figure which looked at FIG. 7 from the top.

以下、図面を参照しながら、本開示に係る雨水排水構造の実施形態を説明する。なお、以下において複数の実施形態や変形例などが含まれる場合、それらの特徴部分を適宜に組み合わせて新たな実施形態を構築することは当初から想定されている。以下で説明する形状、配置、個数、材料等は、説明のための例示であって、雨水排水構造の仕様により適宜変更することができる。以下では全ての図面において同等の要素には同一の符号を付して説明する。 Hereinafter, embodiments of the rainwater drainage structure according to the present disclosure will be described with reference to the drawings. In addition, when a plurality of embodiments and modifications are included in the following, it is assumed from the beginning that the characteristic portions thereof will be appropriately combined to construct a new embodiment. The shapes, arrangements, numbers, materials, etc. described below are examples for explanation, and can be changed as appropriate according to the specifications of the rainwater drainage structure. In the following description, the same reference numerals are assigned to the same elements in all the drawings.

図1~図5を用いて実施形態を説明する。図1は、実施形態の雨水排水構造1が設置された建物100の一部を示す概略斜視図である。雨水排水構造1が設けられた建物100は、図示しない玄関扉や、1階の窓の上側で、壁面101から突出するように設けられた下屋102を備える。下屋102の上面は、前端である軒先に向かって低くなるように上下方向に対し傾斜している。 An embodiment will be described with reference to FIGS. 1 to 5. FIG. FIG. 1 is a schematic perspective view showing part of a building 100 in which a rainwater drainage structure 1 of the embodiment is installed. A building 100 provided with the rainwater drainage structure 1 includes an entrance door (not shown) and a shed 102 provided so as to protrude from a wall surface 101 above the windows on the first floor. The upper surface of the shed 102 is inclined with respect to the vertical direction so as to become lower toward the eaves, which is the front end.

雨水排水構造1は、下屋102の軒先に設けられた下屋軒樋10と、壁面101付近に壁面101に沿って上下方向に配置された上側竪樋18及び下側竪樋20と、上側竪樋18及び下側竪樋20の間で下屋軒樋10の貫通孔に取り付けられたドレン40(図2)とを含んで構成される。上側竪樋18は、下屋102よりも上方の屋根である大屋根103の軒先に設けられた上軒樋104からの雨水106が、呼び樋105を介して導入され、その雨水を流下させて下側に排水する。図1では、斜格子部分により雨水106を示している。なお、下屋102よりも上方の屋根は、大屋根103に限定せず、階上の下屋や、バルコニー機能付きの屋根等の大屋根以外の屋根としてもよい。また、本例では、上軒樋104が建物100の左右方向に沿って延び、下屋軒樋10が左右方向に対し直交する前後方向に沿って延びている。 The rainwater drainage structure 1 includes a shed eaves gutter 10 provided at the eaves of a shed 102, an upper gutter 18 and a lower gutter 20 arranged vertically along the wall surface 101 near the wall surface 101, and an upper and a drain 40 (FIG. 2) mounted in a through hole in the lower eaves gutter 10 between the downspout 18 and the lower downspout 20. As shown in FIG. The upper downspout 18 receives rainwater 106 from an upper eaves gutter 104 provided at the eaves of a large roof 103, which is a roof above the shed 102, through a call gutter 105, and causes the rainwater to flow down. Drain downwards. In FIG. 1, the rainwater 106 is indicated by the diagonal grid portion. In addition, the roof above the shed 102 is not limited to the large roof 103, and may be a roof other than the large roof such as a shed upstairs or a roof with a balcony function. In this example, the upper eaves gutter 104 extends along the left-right direction of the building 100, and the lower eaves gutter 10 extends along the front-rear direction perpendicular to the left-right direction.

下屋軒樋10は、例えば樹脂により形成され、第1壁11及び第2壁12(図2)の下端が底板13で連結された断面溝形状であり前後方向に延びている。下屋軒樋10は、例えば建物100に取り付けられた吊具(図示せず)により吊り下げ支持されて、下屋102の軒先に取り付けられ、下屋102から流れ落ちる雨水106を受けるように配置される。下屋軒樋10は、上面が開口すると共に、左右方向両端が塞がれる。下屋軒樋10は、下屋102の先端部に右側に延びるように固定されたブラケットで固定されてもよい。下屋軒樋10の底板13の後端部には、後述のドレン40(図2)を介して下側竪樋20に接続するための貫通孔14(図2)が形成されている。 The lower eaves gutter 10 is made of resin, for example, and has a groove shape in cross section in which the lower ends of a first wall 11 and a second wall 12 (FIG. 2) are connected by a bottom plate 13 and extends in the front-rear direction. The shed eaves gutter 10 is suspended by, for example, a hanger (not shown) attached to the building 100, attached to the eaves of the shed 102, and arranged to receive rainwater 106 flowing down from the shed 102. be. The lower eaves gutter 10 has an open upper surface and is closed at both left and right ends. The shed eaves gutter 10 may be fixed with a bracket fixed to the tip of the shed 102 so as to extend to the right. A through hole 14 (FIG. 2) is formed at the rear end of the bottom plate 13 of the lower eaves gutter 10 for connection to the lower gutter 20 via a drain 40 (FIG. 2), which will be described later.

上側竪樋18及び下側竪樋20は、それぞれ壁面101の上下方向の複数位置に固定されて上側竪樋18または下側竪樋20の上下方向複数位置を嵌合固定する複数の固定部材によって壁面101付近に固定される。上側竪樋18及び下側竪樋20は、雨水を下方に排出する。 The upper downspout 18 and the lower downspout 20 are each fixed at a plurality of vertical positions on the wall surface 101 by a plurality of fixing members that fit and fix the upper downspout 18 or the lower downspout 20 at a plurality of vertical positions. It is fixed near the wall surface 101 . The upper downspout 18 and the lower downspout 20 discharge rainwater downward.

ドレン40は、下屋軒樋10の底板13に設けられた貫通孔14(図4)に取り付けられると共に、貫通孔14から下側に突出した部分に、下側竪樋20の上端部が接続される。これにより、ドレン40は、下屋軒樋10の雨水を下側竪樋20に排出する。 The drain 40 is attached to the through hole 14 (FIG. 4) provided in the bottom plate 13 of the lower eaves gutter 10, and the upper end of the lower gutter 20 is connected to the portion projecting downward from the through hole 14. be done. Thereby, the drain 40 discharges the rainwater of the lower eaves gutter 10 to the lower side gutter 20.例文帳に追加

図2は、図1のA部における拡大断面図である。図3は、図2に設けられたドレン40の正面図である。図4は、ドレン40を上から見た図である。図5は、図4のB-B断面図である。ドレン40は、例えば樹脂により形成され、上側ドレン部材41と下側ドレン部材61とを有する。 FIG. 2 is an enlarged cross-sectional view of part A in FIG. FIG. 3 is a front view of the drain 40 provided in FIG. FIG. 4 is a top view of the drain 40. FIG. 5 is a cross-sectional view taken along the line BB of FIG. 4. FIG. The drain 40 is made of resin, for example, and has an upper drain member 41 and a lower drain member 61 .

上側ドレン部材41は、下屋軒樋10の底板13の上面に設置され、上フランジ42と、上側筒部50とを有する。上フランジ42は、後述のように下側ドレン部材61の下フランジ62とで底板13を挟むことで底板13の上面に取り付けられる。上側筒部50は、上フランジ42の径方向内側端から径方向内側に向かうにしたがって下方に延設される、すなわち内周面が上部の断面円弧形の曲面部51を有し滑らかに下がっており、下側が略円筒状となっている。上側筒部50は、貫通孔14を貫通する。なお、上側筒部の上部内周面に断面直線のテーパ面が設けられ、上側筒部が、上フランジ42の径方向内側端から径方向内側に向かうにしたがって下方に延設される構成としてもよい。上側筒部50の上部外周面には、上部内周面の形状に合わせて、断面円弧形の曲面部52や断面直線のテーパ面を設けることができる。 The upper drain member 41 is installed on the upper surface of the bottom plate 13 of the eaves gutter 10 and has an upper flange 42 and an upper tubular portion 50 . The upper flange 42 is attached to the upper surface of the bottom plate 13 by sandwiching the bottom plate 13 with the lower flange 62 of the lower drain member 61 as will be described later. The upper cylindrical portion 50 extends downward from the radially inner end of the upper flange 42 toward the radially inner side. , and the lower side has a substantially cylindrical shape. The upper tubular portion 50 penetrates through the through hole 14 . It should be noted that the upper inner peripheral surface of the upper tubular portion may be provided with a tapered surface having a straight cross section, and the upper tubular portion may extend downward from the radially inner end of the upper flange 42 toward the radially inner side. good. The upper outer peripheral surface of the upper cylindrical portion 50 can be provided with a curved surface portion 52 having an arcuate cross section or a tapered surface having a straight cross section in accordance with the shape of the upper inner peripheral surface.

上側筒部50の曲面部51,52より下側の外周面には、下側ドレン部材61とネジ結合するための雄ネジ53が形成される。上側ドレン部材41は、硬質塩化ビニル樹脂や、ポリカーボネート、ABS等の樹脂の射出成型によって形成される。上側ドレン部材41は、鋳鉄等の金属製であってもよい。 A male screw 53 for screwing with the lower drain member 61 is formed on the outer peripheral surface of the upper tubular portion 50 below the curved surfaces 51 and 52 . The upper drain member 41 is formed by injection molding of hard vinyl chloride resin, polycarbonate, ABS, or other resin. The upper drain member 41 may be made of metal such as cast iron.

さらに、上側ドレン部材41は、大雨時等、下屋軒樋10に大量に雨水が流入した場合において、サイフォン現象を誘発する、雨水の高排水機能を有する。このために、上側ドレン部材41は、上フランジ42の上面及び曲面部51の内周面の周方向の略等間隔複数位置、具体的には5個所位置に立設された羽根部54と、複数の羽根部54の径方向内側端に連結されることで、上側筒部50と同軸となるように支持された円筒形状の上側竪樋接続部58とを含んで構成される。 Furthermore, the upper drain member 41 has a rainwater high drainage function that induces a siphon phenomenon when a large amount of rainwater flows into the eaves gutter 10 during heavy rain. For this reason, the upper drain member 41 includes blade portions 54 erected at a plurality of positions, specifically five positions, at approximately equal intervals in the circumferential direction on the upper surface of the upper flange 42 and the inner peripheral surface of the curved surface portion 51, It includes a cylindrical upper gutter connecting portion 58 that is connected to the radially inner ends of the plurality of blade portions 54 and supported so as to be coaxial with the upper cylindrical portion 50 .

上側竪樋接続部58の下端59は、上フランジ42の上面より高い位置にある。これにより、図2のように上側ドレン部材41を横方向一方側から見た状態で、上側竪樋接続部58の下端59と上フランジ42の上面との間には、横方向に貫通する空間Sが形成される。上側竪樋接続部58の内側には、上側竪樋18の下端が嵌合固定されることで、上側竪樋接続部58に上側竪樋18が接続される。このとき、上側竪樋18の下端19は、上フランジ42の上面より高い位置であって、上側竪樋接続部58の下端59と同じ位置か、それより高い位置にある。これにより、本例では、下屋軒樋10内の雨水がドレン40で排水されるときに、上側竪樋18から流下した雨水と合流しやすくなる。 A lower end 59 of the upper downspout connection 58 is positioned higher than the upper surface of the upper flange 42 . As a result, when the upper drain member 41 is viewed from one side in the horizontal direction as shown in FIG. S is formed. The upper downspout 18 is connected to the upper downspout connecting part 58 by fitting and fixing the lower end of the upper downspout 18 inside the upper downspout connecting part 58 . At this time, the lower end 19 of the upper downspout 18 is at a position higher than the upper surface of the upper flange 42 and at the same position as or higher than the lower end 59 of the upper downspout connecting portion 58 . Thereby, in this example, when the rainwater in the lower eaves gutter 10 is drained by the drain 40, it becomes easy to merge with the rainwater flowing down from the upper downspout 18.例文帳に追加

複数の羽根部54は、上フランジ42の外周部の上端から曲面部51の下端部の内周端にわたるように、上側筒部50の上端の周方向複数位置に連結された板状であり、径方向に延びている。各羽根部54の径方向外側端は、上側筒部50の中心軸と略平行な平面、または下端に向かって径方向外側にわずかに傾斜したテーパ面としている。各羽根部54の周方向両側面は、平面である。複数の羽根部54の枚数は、5枚であるが、5枚以外の奇数枚としてもよい。 The plurality of blade portions 54 are plate-shaped and connected to a plurality of positions in the circumferential direction of the upper end of the upper cylindrical portion 50 so as to extend from the upper end of the outer peripheral portion of the upper flange 42 to the inner peripheral end of the lower end portion of the curved surface portion 51, It extends radially. A radially outer end of each blade portion 54 is formed as a flat surface substantially parallel to the center axis of the upper cylindrical portion 50 or a tapered surface slightly inclined radially outward toward the lower end. Both circumferential side surfaces of each blade portion 54 are flat surfaces. Although the number of blade portions 54 is five, it may be an odd number other than five.

各羽根部54の上端の径方向外側には、上側に突出する矩形板状の突出部55が形成される。上側ドレン部材41において、上フランジ42の上側面より上側で、複数の羽根部54で仕切られる部分が、下屋軒樋10に流入した雨水を上側ドレン部材41に導入するための流入口44となる。複数の羽根部54は、流入口44から流入した雨水を整流する機能を有する。このため、雨水は複数の羽根部54で整流されて流れるので、サイフォン現象が誘発される。 A rectangular plate-like projecting portion 55 projecting upward is formed on the radially outer side of the upper end of each blade portion 54 . In the upper drain member 41, a portion above the upper side surface of the upper flange 42 and partitioned by a plurality of blade portions 54 is an inlet 44 for introducing rainwater that has flowed into the lower eaves gutter 10 into the upper drain member 41. Become. The plurality of vanes 54 have the function of rectifying rainwater that has flowed in from the inlet 44 . Therefore, the rainwater is rectified by the plurality of vanes 54 and flows, thereby inducing a siphon phenomenon.

一方、下側ドレン部材61は、下屋軒樋10の底板13の下面に接し、後述のように上フランジ42と底板13を挟むことで底板13の下面に取り付けられる下フランジ62と、下フランジの下側に設けられた下側筒部70とを有する。下側筒部70は、内側に上側筒部50が挿入され、下側が略円筒状となっている。本例の場合、下側筒部70の上端部には、下方に向かうにしたがって直径が小さくなる傾斜筒部71が形成される。傾斜筒部71の内周面は、断面直線状のテーパ面であり、傾斜筒部71の外周面は、断面円弧形の曲面である。 On the other hand, the lower drain member 61 is in contact with the lower surface of the bottom plate 13 of the lower eaves gutter 10, and is attached to the lower surface of the bottom plate 13 by sandwiching the upper flange 42 and the bottom plate 13 as described later. and a lower tubular portion 70 provided on the lower side of the . The upper tubular portion 50 is inserted into the lower tubular portion 70, and the lower side thereof has a substantially cylindrical shape. In the case of this example, the upper end portion of the lower tubular portion 70 is formed with an inclined tubular portion 71 whose diameter decreases downward. The inner peripheral surface of the inclined tubular portion 71 is a tapered surface having a linear cross section, and the outer peripheral surface of the inclined tubular portion 71 is a curved surface having an arcuate cross section.

下側筒部70の内周面には、上側ドレン部材41の雄ネジ53と螺合するための雌ネジ72が形成される。雌ネジ72は、下側筒部70の周方向に分かれて間欠的に形成されているが、全体で連続した形状としてもよい。 A female screw 72 for screwing with the male screw 53 of the upper drain member 41 is formed on the inner peripheral surface of the lower tubular portion 70 . The female screw 72 is divided in the circumferential direction of the lower cylindrical portion 70 and formed intermittently, but it may be formed as a continuous shape as a whole.

下側ドレン部材61は、下側竪樋20の上端に形成された大径筒部21の内側に下側筒部70が嵌合されることで、下側竪樋20の上端部に接続される。下側ドレン部材61も上側ドレン部材41と同様に、硬質塩化ビニル樹脂等の樹脂の射出成型によって形成される。下側ドレン部材61は、鋳鉄等の金属製であってもよい。なお、下側竪樋20の下端が地中に埋設された排水管に接続され、下側竪樋20内を流下した雨水が排水管に排水される構成としてもよい。 The lower drain member 61 is connected to the upper end portion of the lower gutter 20 by fitting the lower tubular portion 70 inside the large-diameter tubular portion 21 formed at the upper end of the lower gutter 20. be. Similarly to the upper drain member 41, the lower drain member 61 is also formed by injection molding of resin such as hard vinyl chloride resin. The lower drain member 61 may be made of metal such as cast iron. The lower end of the lower downpipe 20 may be connected to a drainage pipe buried in the ground so that the rainwater flowing down the inside of the lower downpipe 20 is drained to the drainage pipe.

さらに、上側竪樋接続部58の内径d1(図5)は、下側筒部70の内径d2(図5)
より小さい。これにより、上側竪樋接続部58に接続された上側竪樋18の下端内側が、上側筒部50の内側に対向しやすい。
Furthermore, the inner diameter d1 (FIG. 5) of the upper gutter connecting portion 58 is equal to the inner diameter d2 (FIG. 5) of the lower cylindrical portion 70.
less than As a result, the inner side of the lower end of the upper side gutter 18 connected to the upper side gutter connecting portion 58 tends to face the inner side of the upper cylindrical portion 50 .

上記のドレン40を含む雨水排水構造1を組み立てる方法を説明する。まず、下屋軒樋10の底板13において上側ドレン部材41を取り付ける位置に、貫通孔14を形成しておく。次に、貫通孔14に上側から上側ドレン部材41の上側筒部50を挿入して下側に突出させ、上フランジ42を底板13の上面の貫通孔14周縁部に係止する。このとき、上フランジ42の下面と底板13の上面との間には接着剤を塗布して水封を図る。例えば、上フランジ42の下面に予め接着剤を塗布した状態で、底板13の上面に上フランジ42を載せる。 A method of assembling the rainwater drainage structure 1 including the drain 40 will be described. First, the through hole 14 is formed in the bottom plate 13 of the eaves gutter 10 at the position where the upper drain member 41 is attached. Next, the upper cylindrical portion 50 of the upper drain member 41 is inserted into the through hole 14 from above to project downward, and the upper flange 42 is locked to the peripheral portion of the through hole 14 on the upper surface of the bottom plate 13 . At this time, an adhesive is applied between the lower surface of the upper flange 42 and the upper surface of the bottom plate 13 for water sealing. For example, the upper flange 42 is placed on the upper surface of the bottom plate 13 in a state in which adhesive is applied to the lower surface of the upper flange 42 in advance.

そして、下屋軒樋10の貫通孔14から下側に突出させた上側筒部50の外周側に、下側ドレン部材61をネジ結合で固定し、上側ドレン部材41の上フランジ42と、下側ドレン部材61の下フランジ62とで下屋軒樋10の底板13を上下両側から挟んで固定する。その後、下側ドレン部材61の下側筒部70に下側竪樋20の上端を接続すると共に、上側ドレン部材41の上側竪樋接続部58に上側竪樋18の下端を接続する。 Then, a lower drain member 61 is screwed to the outer peripheral side of the upper cylindrical portion 50 projecting downward from the through hole 14 of the eaves gutter 10, and the upper flange 42 of the upper drain member 41 and the lower The lower flange 62 of the side drain member 61 and the bottom plate 13 of the lower eaves gutter 10 are sandwiched and fixed from both upper and lower sides. After that, the upper end of the lower gutter 20 is connected to the lower cylindrical portion 70 of the lower drain member 61 , and the lower end of the upper gutter 18 is connected to the upper gutter connecting portion 58 of the upper drain member 41 .

このような雨水排水構造1によれば、下屋102に降った雨水106が下屋軒樋10に流入して、図2、図4、図5に示すように、上側ドレン部材41の流入口44から流入し、上側筒部50の内側を通って、下側竪樋20に導入される。また、大屋根103に降った雨水106が、上軒樋104から上側竪樋18に導入され、上側竪樋18を通った後、その下端から上側筒部50の内側を通って下側竪樋20に導入される。これにより、大屋根103からの雨水と、下屋102からの雨水とが上側筒部50の内側で合流する。下側竪樋20を流れる雨水が所定流量以上になると、下側竪樋20を流下した雨水がサイフォン現象によって、下側竪樋20から下側に勢い良く排水される。 According to such a rainwater drainage structure 1, rainwater 106 falling on the shed 102 flows into the shed eaves gutter 10, and as shown in FIGS. 44 , passes through the inside of the upper cylindrical portion 50 and is introduced into the lower downpipe 20 . In addition, rainwater 106 falling on the large roof 103 is introduced from the upper eaves gutter 104 into the upper downspout 18, passes through the upper downspout 18, and then passes through the inside of the upper cylindrical portion 50 from the lower end to the lower downspout. 20. As a result, the rainwater from the large roof 103 and the rainwater from the shed 102 join inside the upper cylindrical portion 50 . When the rainwater flowing through the lower downpipe 20 reaches a predetermined flow rate or more, the rainwater flowing down the lower downpipe 20 is vigorously drained downward from the lower downpipe 20 by the siphon phenomenon.

具体的には、下側竪樋20を流れる雨水が所定流量以上になることで、下側竪樋20の一部に雨水が詰まった栓を形成しやすくなる。そして、この栓の部分で高低差による負圧が生じて雨水を下側に引っ張る力が大きくなり、勢いよく雨水を流下させるサイフォン現象が発生する。上記のドレン40によれば、複数の羽根部54によって雨水を整流する効果を高くできるので雨水が流入口44に流入するときに、渦の発生を抑制できる。これにより渦によって空気が下側竪樋20に吸い込まれることを抑制できるので、より優れたサイフォン性能を発揮でき、排水性を高くできる。また、上側竪樋18からの雨水と下屋軒樋10からの雨水とが上側筒部50の内側で合流するので、上側筒部50内の満水状態を実現しやすくなる。また、流入口44では、周方向に隣り合う羽根部54により、貫通孔14の内側に入り込む異物が制限される。これにより、その異物で貫通孔14が詰まることを防止できる。 Specifically, when the amount of rainwater flowing through the lower downpipe 20 reaches a predetermined flow rate or more, it becomes easier to form a plug clogged with rainwater in a part of the lower downpipe 20 . Then, a negative pressure is generated at the plug portion due to the difference in height, and the force that pulls the rainwater downward increases, causing a siphon phenomenon in which the rainwater flows down vigorously. According to the drain 40 described above, the plurality of vanes 54 can enhance the effect of rectifying the rainwater, so that when the rainwater flows into the inlet 44, the generation of vortices can be suppressed. As a result, it is possible to suppress the air from being sucked into the lower side gutter 20 by the vortex, so that a more excellent siphon performance can be exhibited and the drainage performance can be enhanced. In addition, since the rainwater from the upper vertical gutter 18 and the rainwater from the lower eaves gutter 10 join inside the upper tubular portion 50, the upper tubular portion 50 is easily filled with water. Further, at the inlet 44 , foreign matter entering the through hole 14 is restricted by the blades 54 adjacent in the circumferential direction. As a result, it is possible to prevent the through hole 14 from being clogged with the foreign matter.

上記の雨水排水構造1によれば、下屋102の軒先の下屋軒樋10からの雨水を、ドレン40を通じて下側竪樋20に排出できると共に、下屋102より上方の屋根からの雨水を上側竪樋18からドレン40を通じて下側竪樋20に排出できる。このとき、上側竪樋18の下端内側が上側筒部50の内側に対向できるので、上側竪樋18から排出された雨水の下屋軒樋10での水跳ねを抑制できる。また、ドレン40はサイフォン現象を誘発する。これにより、上側竪樋18からの雨水と下屋軒樋10からの雨水とがドレン40で合流することで下側竪樋20より上流側で雨水が満水状態になりやすいことと相まって、サイフォン現象を利用して、下側竪樋20に大量の雨水を効率よく排水できる。さらに、下屋102より上方の屋根からの雨水の排水のために、ドレン40を貫通させる貫通孔14とは別の位置に別の貫通孔を下屋軒樋10に形成する必要がない。これにより、施工作業の作業性を向上できる。さらに、下屋軒樋に接続された枝管を排水管の下屋軒樋より下側に接続する必要がないので、意匠性を向上できる。 According to the rainwater drainage structure 1, the rainwater from the eaves gutter 10 at the eaves of the shed 102 can be discharged to the lower gutter 20 through the drain 40, and the rainwater from the roof above the shed 102 can be discharged. It can be discharged from the upper downspout 18 to the lower downspout 20 through the drain 40. - 特許庁At this time, since the inner side of the lower end of the upper downpipe 18 can face the inner side of the upper cylinder part 50, splashing of rainwater discharged from the upper downspout 18 on the lower eaves gutter 10 can be suppressed. Also, the drain 40 induces a siphon phenomenon. As a result, the rainwater from the upper vertical gutter 18 and the rainwater from the lower eaves gutter 10 join together at the drain 40, which makes it easy for the rainwater to become full on the upstream side of the lower vertical gutter 20, resulting in a siphon phenomenon. can be used to efficiently drain a large amount of rainwater to the lower side gutter 20. - 特許庁Furthermore, for draining rainwater from the roof above the shed 102, there is no need to form another through hole in the shed eaves gutter 10 at a position different from the through hole 14 through which the drain 40 passes. Thereby, the workability of the construction work can be improved. Furthermore, since it is not necessary to connect the branch pipe connected to the lower eaves gutter below the lower eaves gutter of the drain pipe, the design can be improved.

また、上側筒部50は、上側に、上フランジ42の径方向内側端から径方向内側に向かうに従って下方に延設された曲面部51を有するので、上フランジ42の上側を流れた雨水を、よりスムーズに上側筒部50の下側に導入しやすくなる。 In addition, since the upper cylindrical portion 50 has a curved surface portion 51 extending downward from the radially inner end of the upper flange 42 toward the radially inner side, the rainwater that has flowed above the upper flange 42 is It becomes easier to smoothly introduce it to the lower side of the upper cylindrical portion 50 .

図6は、実施形態の別例の雨水排水構造において、図5に対応する図である。本例の構成では、上側竪樋18の下端が上側竪樋接続部58の内側に固定された状態で、上側竪樋18の下端19は、上フランジ42の上面より低い位置であって、上側筒部50の円筒部の内側位置にある。これより、本例の構成では、下屋軒樋10からの雨水と上側竪樋18からの雨水とが図1~図5の構成に比べてより下流側で合流されるが、上側竪樋18からの雨水の流量が多い場合に、より効果的に上側筒部50内に上側竪樋18からの雨水を導入しやすくなる。これにより、上側竪樋18を流れる雨水の予定排水量が所定流量以上である場合に図6の構成を選択し、上側竪樋18を流れる雨水の予定排水量が所定流量未満である場合に図5の構成を選択してもよい。本例において、その他の構成及び作用は、図1~図5の構成と同様である。 FIG. 6 is a view corresponding to FIG. 5 in a rainwater drainage structure of another example of the embodiment. In the configuration of this example, with the lower end of the upper downspout 18 fixed to the inside of the upper downspout connecting portion 58, the lower end 19 of the upper downspout 18 is located at a position lower than the upper surface of the upper flange 42 and above the upper side. It is located inside the cylindrical portion of the tubular portion 50 . Thus, in the configuration of this example, the rainwater from the lower eaves gutter 10 and the rainwater from the upper downspout 18 are joined more downstream than in the configurations of FIGS. When the flow rate of rainwater from the upper downpipe 18 is large, it becomes easier to introduce rainwater from the upper downpipe 18 into the upper tubular portion 50 more effectively. 6 is selected when the scheduled drainage amount of rainwater flowing through the upper vertical gutter 18 is equal to or greater than the predetermined flow rate, and the configuration of FIG. You can choose the configuration. Other configurations and actions in this example are the same as those in FIGS.

図7は、実施形態の別例の雨水排水構造において、図2に対応する図である。図8は、図7を上から見た図である。図7、図8では、ドレン40aを構成する上側ドレン部材80を斜格子で示し、下側ドレン部材90を粗い砂地部で示し、上側竪樋18を細かい砂地部で示している。本例の構成では、ドレン40aにおいて、上側ドレン部材80の羽根部54の数を4とし、周方向の略等間隔位置に4つの羽根部54が設けられている。 FIG. 7 is a view corresponding to FIG. 2 in a rainwater drainage structure of another example of the embodiment. 8 is a top view of FIG. 7. FIG. 7 and 8, the upper drain member 80 constituting the drain 40a is indicated by a slanted lattice, the lower drain member 90 is indicated by coarse sand, and the upper downspout 18 is indicated by fine sand. In the configuration of this example, in the drain 40a, the number of blade portions 54 of the upper drain member 80 is four, and the four blade portions 54 are provided at substantially equal intervals in the circumferential direction.

さらに、下側ドレン部材90の下側筒部91の上端の下フランジ92と接続する部分には曲面部は形成されず、下側筒部91が単なる円筒状となっている。下側竪樋20は、下フランジ92の下面に突き当てられた状態で、下側筒部91に嵌合固定されている。このような構成によっても、図1~図5の構成と同様に、下屋よりも上方の屋根からの雨水と下屋軒樋10からの雨水とを効率よく排水でき、かつ、施工の作業性及び意匠性を向上できるという効果を得られる。 Furthermore, the portion of the lower drain member 90 that connects to the lower flange 92 at the upper end of the lower tubular portion 91 is not formed with a curved surface portion, and the lower tubular portion 91 has a simple cylindrical shape. The lower downpipe 20 is fitted and fixed to the lower cylindrical portion 91 while being abutted against the lower surface of the lower flange 92 . 1 to 5, rainwater from the roof above the shed and the rainwater from the shed eaves gutter 10 can be efficiently drained, and construction workability is improved. And the effect that designability can be improved is acquired.

なお、上記の各例では、大屋根103からの雨水を上軒樋104から呼び樋105を介して上側竪樋18に導入しているが、上軒樋を下屋軒樋10と同じ壁面に沿って配置する等により、上軒樋から呼び樋を介さずに上側竪樋18に雨水を導入する構成としてもよい。 In each of the above examples, rainwater from the large roof 103 is introduced from the upper eaves gutter 104 through the call gutter 105 into the upper vertical gutter 18, but the upper eaves gutter is installed on the same wall surface as the lower eaves gutter 10. It is also possible to adopt a configuration in which rainwater is introduced from the upper eaves gutter to the upper vertical gutter 18 without passing through the call gutter.

1 雨水排水構造、10 下屋軒樋、11 第1壁、12 第2壁、13 底板、14貫通孔、18 上側竪樋、19 下端、20 下側竪樋、21 大径筒部、40,40a ドレン、41 上側ドレン部材、42 上フランジ、44 流入口、50 上側筒部、51,52 曲面部、53 雄ネジ、54 羽根部、55 突出部、58 上側竪樋接続部、59 下端、61 下側ドレン部材、62 下フランジ、70 下側筒部、71 傾斜筒部、72 雌ネジ、80 上側ドレン部材、90 下側ドレン部材、100 建物、101 壁面、102 下屋、103 大屋根、104 上軒樋、105 呼び樋、106 雨水。
1 rainwater drainage structure 10 lower eaves gutter 11 first wall 12 second wall 13 bottom plate 14 through hole 18 upper side gutter 19 lower end 20 lower side gutter 21 large diameter cylindrical portion 40, 40a drain, 41 upper drain member, 42 upper flange, 44 inlet, 50 upper cylindrical portion, 51, 52 curved surface portion, 53 male screw, 54 blade portion, 55 projecting portion, 58 upper gutter connection portion, 59 lower end, 61 Lower drain member 62 Lower flange 70 Lower tubular portion 71 Inclined tubular portion 72 Female screw 80 Upper drain member 90 Lower drain member 100 Building 101 Wall surface 102 Shed 103 Large roof 104 Upper eaves gutter, 105 calling gutter, 106 rainwater.

Claims (4)

下屋を備える建物に設置され、前記下屋よりも上方の屋根からの雨水と、前記下屋からの雨水とを排水する雨水排水構造であって、
前記下屋の軒先に取り付けられ、貫通孔を有する軒樋と、
前記下屋よりも上方の屋根からの雨水を流下させる上側竪樋と、
前記貫通孔に取り付けられ、前記軒樋の雨水を下方に排出し、サイフォン現象を誘発するドレンと、を備え、
前記ドレンは、上側ドレン部材と、下側ドレン部材とを有し、
前記上側ドレン部材は、前記軒樋の底板の上面に取付けられる上フランジと、前記上フランジの径方向内側端から径方向内側に向かうに従って下方に延設され、前記貫通孔を貫通する上側筒部と、前記上フランジの上面の周方向複数位置に立設される羽根部と、前記羽根部に支持され、前記上側竪樋を接続する上側竪樋接続部と、を有し、
前記下側ドレン部材は、前記軒樋の前記底板の下面に取付けられる下フランジと、前記下フランジの下側に設けられ、内側に前記上側筒部が挿入される下側筒部と、を有し、
前記下側筒部は、雨水を下方に排出する下側竪樋が接続され、
前記上側竪樋接続部の下端は、前記上フランジの上面より高い位置にある、
雨水排水構造。
A rainwater drainage structure installed in a building having a shed and draining rainwater from a roof above the shed and rainwater from the shed,
an eaves gutter attached to the eaves of the shed and having a through hole;
an upper downspout for letting rainwater flow down from the roof above the shed;
a drain that is attached to the through-hole, discharges rainwater from the eaves gutter downward, and induces a siphon phenomenon;
The drain has an upper drain member and a lower drain member,
The upper drain member includes an upper flange attached to the upper surface of the bottom plate of the eaves gutter, and an upper cylindrical portion extending downward from the radially inner end of the upper flange toward the radially inner side and passing through the through hole. and a blade portion erected at a plurality of positions in the circumferential direction of the upper surface of the upper flange, and an upper downspout connection portion supported by the blade portion and connecting the upper downspout,
The lower drain member has a lower flange attached to the bottom surface of the bottom plate of the eaves gutter, and a lower tubular portion provided below the lower flange and into which the upper tubular portion is inserted. death,
The lower tubular portion is connected to a lower gutter for discharging rainwater downward,
The lower end of the upper gutter connecting portion is located higher than the upper surface of the upper flange,
Rainwater drainage structure.
請求項1に記載の雨水排水構造において、
前記上側竪樋接続部の内径は、前記下側筒部の内径より小さい、雨水排水構造。
In the rainwater drainage structure according to claim 1,
The rainwater drainage structure, wherein the inner diameter of the upper gutter connecting portion is smaller than the inner diameter of the lower cylindrical portion.
請求項1または請求項2に記載の雨水排水構造において、
前記上側竪樋の下端は、前記上フランジの上面より高い位置にある、雨水排水構造。
In the rainwater drainage structure according to claim 1 or claim 2,
A rainwater drainage structure, wherein the lower end of the upper downpipe is positioned higher than the upper surface of the upper flange.
請求項1または請求項2に記載の雨水排水構造において、
前記上側竪樋の下端は、前記上フランジの上面より低い位置にある、雨水排水構造。
In the rainwater drainage structure according to claim 1 or claim 2,
A rainwater drainage structure, wherein the lower end of the upper downpipe is positioned lower than the upper surface of the upper flange.
JP2022028570A 2022-02-25 2022-02-25 rainwater drainage structure Pending JP2023124666A (en)

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