JPH0589662U - Rain barrier structure near the flow wall - Google Patents
Rain barrier structure near the flow wallInfo
- Publication number
- JPH0589662U JPH0589662U JP3257592U JP3257592U JPH0589662U JP H0589662 U JPH0589662 U JP H0589662U JP 3257592 U JP3257592 U JP 3257592U JP 3257592 U JP3257592 U JP 3257592U JP H0589662 U JPH0589662 U JP H0589662U
- Authority
- JP
- Japan
- Prior art keywords
- wall
- roof
- rain
- flow direction
- rainwater
- 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.)
- Pending
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
(57)【要約】 (修正有)
【構成】 外壁材28と屋根材29との屋根流れ方向に
沿う取合部に、立板部25Aと水切板部25Dとを一体
に有する長尺の雨押さえ25を延設した流れ壁際の雨仕
舞い構造において、前記水切板部25Dの幅方向中途部
に、屋根材29の壁際端部を上から被う覆い部25Cを
突設し、該覆い部25Cと前記立板部25Aの下部との
間に、壁側から流下した雨水等を屋根流れ方向下方に排
水する溝部30を設けたことを特徴とする。
【効果】 溝部が壁側から流下した雨水等を屋根流れ方
向下方に排水するので、覆い部と屋根材との間隙から雨
水等が入り込むことが殆どなく、ひいては当該流れ壁際
の防水性、耐久性の向上を図ることができる。
(57) [Summary] (Correction) [Structure] A long rain which integrally includes a standing plate portion 25A and a draining plate portion 25D at a joint portion of the outer wall material 28 and the roof material 29 along the roof flow direction. In the rain-sealing structure on the side of a flow wall in which a retainer 25 is extended, a cover portion 25C for covering the wall-side end portion of the roof material 29 from above is provided at a midway portion in the width direction of the draining plate portion 25D, and the cover portion 25C is provided. And a lower portion of the standing plate portion 25A, a groove portion 30 for draining rainwater and the like flowing down from the wall side downward in the roof flow direction is provided. [Effect] Rainwater drains down from the wall side in the groove, and is drained downward in the roof flow direction, so rainwater hardly enters through the gap between the cover and roof material. Can be improved.
Description
【0001】[0001]
本考案は、建物の壁と屋根との屋根流れ方向に沿う取合部の納まり、すなわち 壁際雨仕舞い構造に関する。 The present invention relates to a storage structure of a joint between a wall of a building and a roof along a roof flow direction, that is, a structure for preventing rain on the wall.
【0002】[0002]
従来の屋根の流れ方向に沿う取合部(以下、「流れ壁際」という。)の雨仕舞 い構造としては、図4に例示するものがある。図4において、1は駆体、2は垂 木で、垂木2上に野地板3が張設され、該野地板3上にアスファルトルーフィン グ(防水シート)4が敷設されている。アスファルトルーフィング4の壁側端は 、駆体1に沿って折り曲げられ、駆体1に固定された胴縁6と外壁材8との間に 挟入されている。アスファルトルーフィング4の壁際に受桟7が配置され、さら に受桟7上に金属板からなる屋根流れ方向に沿って長尺の捨板5が配置され、捨 板5及び屋根材9端部にまたがるように笠木10が載せられて、これらは野地板 3に釘止めされている。さらに、笠木10の上に、金属板からなる屋根流れ方向 に沿って長尺の雨押さえ12が敷設されている。 FIG. 4 shows an example of a conventional rain-preventing structure of a joint portion (hereinafter, referred to as a “flow wall”) along a flow direction of a roof. In FIG. 4, 1 is a vehicle, 2 is a rafter, and a base plate 3 is stretched on the rafter 2, and an asphalt roofing (waterproof sheet) 4 is laid on the base plate 3. The wall-side end of the asphalt roofing 4 is bent along the vehicle body 1 and is sandwiched between the furring strip 6 fixed to the vehicle body 1 and the outer wall member 8. A receiving bar 7 is arranged near the wall of the asphalt roofing 4, and a long scrap plate 5 made of a metal plate is arranged on the receiving bar 7 along the roof flow direction so as to straddle the scrap plate 5 and the end of the roofing material 9. A headstock 10 is placed on the base plate 3 and these are nailed to the base plate 3. Further, a long rain guard 12 made of a metal plate is laid on the headstock 10 along the roof flow direction.
【0003】 前記捨板5は、外壁材8の内側にまで延設した立板部5Aと;該立板部5Aの 下端から受桟7の幅方向に延設する横片5Bと;該横片5Bが受桟7の厚さだけ 下がって、屋根材9とアスファルトルーフィング4との間に挟入される水切板部 5Cとを一体に有している。該雨押さえ12は、外壁材8の内側にまで延設した 立板部12Aと;該立板部12Aの下端から笠木10の幅方向に延設する横片1 2Bと;該横片12Bが笠木10の厚さだけ下がった下段側板部12Cとを一体 に有し、下段側板部12Cと屋根材9との間にはシーリング材14が注入されて いる。The waste plate 5 includes a standing plate portion 5A extending to the inside of the outer wall member 8; a horizontal piece 5B extending from the lower end of the standing plate portion 5A in the width direction of the receiving bar 7; 5B is lowered by the thickness of the receiving bar 7 and integrally has a draining plate portion 5C which is sandwiched between the roof material 9 and the asphalt roofing 4. The rain guard 12 includes a standing plate portion 12A extending to the inside of the outer wall member 8; a horizontal piece 12B extending from the lower end of the standing plate portion 12A in the width direction of the headstock 10; and a horizontal piece 12B. The lower side plate 12C, which is lowered by the thickness of the headstock 10, is integrally formed, and a sealing material 14 is injected between the lower side plate 12C and the roof member 9.
【0004】 なお、15は駆体1に張設されたアスファルトフェルトで、外壁材8と共に、 アスファルトルーフィング4の折り曲げられた部分を介して胴縁6に釘17によ り釘止めされている。 以上のような構成を有する従来の壁際雨仕舞い構造において、外壁材8から流 下した雨水等は、雨押さえ12の横片12Bをつたって屋根材9に流れ、そこで 屋根の流れ方向下方に排水される。Reference numeral 15 is an asphalt felt stretched over the vehicle body 1, and is nailed together with the outer wall material 8 to the furring strip 6 by a nail 17 via the bent portion of the asphalt roofing 4. In the conventional wall-side rain protection structure having the above-described configuration, rainwater and the like flowing down from the outer wall material 8 flow through the lateral pieces 12B of the rain guard 12 to the roof material 9, where drainage is performed downward in the roof flow direction. To be done.
【0005】[0005]
しかし、上記従来の壁際雨仕舞い構造において、外壁材8に向けて斜めに降り 込んでくるような強風雨や大量の雨水が一度に壁側から流下してくる場合、雨押 さえ12の下段側板部12Cと屋根材9との間隙から、雨水等が入り込むことが ある。かかる場合に備えて、下段側板部12Cと屋根材9との間にシーリング材 14が注入されているが、シーリング材14の老化等により隙間が生じ、その隙 間から屋根材9の内側にまで雨水等が入り込むおそれがある。 However, in the above-mentioned conventional structure for protecting rain near the wall, when strong wind rain or a large amount of rainwater that obliquely descends toward the outer wall material 8 flows down from the wall side at the same time, the rain presser 12 has a lower side plate. Rainwater and the like may enter through the gap between the portion 12C and the roof material 9. In preparation for such a case, the sealing material 14 is injected between the lower side plate portion 12C and the roof material 9, but due to aging of the sealing material 14 etc., a gap is created, and from that space to the inside of the roof material 9 Rainwater may enter.
【0006】 本考案は、このような事情に鑑みてなされたものであり、その目的とするとこ ろは、壁側から流下した雨水や駆体の斜め方向に吹き込むような雨水等が、屋根 材と雨押さえ板との間隙に入り込むのを防止しつつ、屋根流れ方向下方に排水で きる屋根の壁際雨仕舞構造を提供することにある。The present invention has been made in view of such circumstances, and an object thereof is to prevent rainwater flowing down from the wall side or rainwater which is blown in an oblique direction of a vehicle body from being used as a roof material. The purpose is to provide a structure for preventing rain from adhering to the walls of the roof, which can be drained downward in the direction of roof flow, while preventing entry into the gap between the roof and the rain plate.
【0007】[0007]
本考案の屋根の流れ壁際雨仕舞構造は、外壁材と屋根材との屋根流れ方向に沿 う取合部に、立板部と水切板部とを一体に有する長尺の雨押さえを延設した流れ 壁際の雨仕舞い構造において、 前記水切板部の幅方向中途部に、屋根材の壁際端部を上から被う覆い部を突設 し、該覆い部と前記立板部の下部との間に、壁側から流下した雨水を屋根流れ方 向下法に排水する溝部を設けたことを特徴とする。 The structure of the present invention has a structure in which a rain wall on the flow wall is provided with a long rain retainer integrally provided with a standing plate and a draining plate at a joint between the outer wall material and the roof material along the roof flow direction. In the rain protection structure on the side of the flow wall, a cover portion that covers the end portion of the roof material near the wall from above is provided at a middle portion in the width direction of the draining plate portion, and the cover portion and the lower portion of the standing plate portion are provided. It is characterized by the provision of a groove between them to drain rainwater flowing down from the wall side by the roof flow direction downward method.
【0008】[0008]
本考案の壁際雨仕舞構造では、壁側から流下した雨水等は、雨押さえの溝部に 流下し、そして屋根流れ方向下方に排水される。 In the structure for rain protection by the wall of the present invention, rainwater and the like that have flowed down from the wall side flow down into the groove portion of the rain retainer and are drained downward in the roof flow direction.
【0009】[0009]
以下、本考案の流れ壁際の雨仕舞い構造の一実施例を、図1に基づいて説明す る。 図1において、21は駆体、22は垂木で、垂木22上に野地板23が張設さ れ、該野地板23上にアスファルトルーフィング(防水シート)24が敷設され ている。アスファルトルーフィング24の壁側端は、駆体21に沿って折り曲げ られて、駆体21に固定された胴縁26と外壁材28との間に挟入されている。 Hereinafter, an embodiment of a rain barrier structure on the flow wall of the present invention will be described with reference to FIG. In FIG. 1, reference numeral 21 is a vehicle, 22 is a rafter, and a field board 23 is stretched on the rafter 22, and an asphalt roofing (waterproof sheet) 24 is laid on the field board 23. The end of the asphalt roofing 24 on the wall side is bent along the vehicle body 21, and is sandwiched between the furring strip 26 fixed to the vehicle body 21 and the outer wall member 28.
【0010】 アスファルトルーフィング24上には、壁際から少し隔てて屋根材29が葺か れていて、壁際と屋根材29との屋根流れ方向に沿う取合部には、金属板からな る屋根流れ方向に長尺の雨押さえ25が固定されている。 この雨押さえ25は、アスファルトルーフィング24の前記挟入部分と外壁材 28との間に挟入される立板部25Aと;該立板部25Aの下端から垂木22の 幅方向に延設された底板25Bと;該底板25Bの幅方向中途部から屋根材29 の端部を被うように突設した覆い部25Cと;屋根材29と野地板23との間に 挟入される水切板部25Dとを一体に有している。そして、立板部25Aと覆い 部25Cとにより、底板25Bを溝底とするような溝部30が形成されている。 また、雨押さえの覆い部25Cと屋根材29との間にはシーリング材31が注入 されている。On the asphalt roofing 24, a roofing material 29 is slightly spaced from the wall, and a roof flow made of a metal plate is provided at a joint portion between the wall and the roof material 29 along the roof flow direction. A long rain guard 25 is fixed in the direction. The rain guard 25 is provided with a standing plate portion 25A that is sandwiched between the sandwiching portion of the asphalt roofing 24 and the outer wall material 28; and extends from the lower end of the standing plate portion 25A in the width direction of the rafter 22. A bottom plate 25B; a cover part 25C projecting from the middle of the bottom plate 25B in the width direction so as to cover the end of the roof material 29; and a draining plate part sandwiched between the roof material 29 and the field plate 23. It has 25D and one. The standing plate portion 25A and the cover portion 25C form a groove portion 30 having the bottom plate 25B as the groove bottom. In addition, a sealing material 31 is injected between the rain cover portion 25C and the roof material 29.
【0011】 なお、図1中、32は駆体21に張設されたアスファルトフェルトで、外壁材 28と共に、アスファルトルーフィング24の折り曲げられた部分を介して、胴 縁26に釘(図示せず)止めされている。 以上のような構成を有する流れ壁際雨仕舞い構造においては、外壁材28から 流下した雨水等は溝部30に流下し、該溝部30を屋根の流れ方向下方に流れて 排水される。外壁材28に斜めに降り込むような強風雨の雨水等も同様である。 溝部30の深さは覆い部25Cが突出している高さにより決定され、これは屋根 材29を葺きあげた状態の最上点にクリアランスを設けた高さとほぼ同じになる 。よって、外壁材28から流下した雨水等の水面の高さが屋根材29の厚み分を 超える程にまで高くならない限り、駆体から流下した雨水等が覆い部25Cと屋 根材29との間にまで入り込むことはない。In FIG. 1, reference numeral 32 denotes an asphalt felt stretched over the vehicle body 21, and together with the outer wall material 28, a nail (not shown) is provided on the furring strip 26 via the bent portion of the asphalt roofing 24. It has been stopped. In the structure for preventing rain on the flow wall having the above-described configuration, rainwater and the like that have flowed down from the outer wall material 28 flow down into the groove portion 30 and flow through the groove portion 30 downward in the flow direction of the roof for drainage. The same applies to rainwater of strong wind and rain that obliquely descends on the outer wall material 28. The depth of the groove 30 is determined by the height of the projection of the cover 25C, which is almost the same as the height of the roof material 29 with the clearance at the uppermost point. Therefore, unless the height of the surface of the rainwater, etc., flowing down from the outer wall material 28 is high enough to exceed the thickness of the roof material 29, the rainwater, etc., flowing down from the vehicle is between the cover portion 25C and the roof material 29. There is no way to get into.
【0012】 尚、本実施例では、底板25B全体で溝部30の溝底部分を形成させているの で、受桟、捨板、笠木が省かれている。これらを省いても、本実施例の構造では 雨水等が溝部30を流れて屋根流れ方向下方に排水させるようにしているので、 屋根材29と雨押さえ25との間から屋根材29の内側にまで入り込むおそれは ない。さらに、これらを省くことにより、従来、壁際にてアスファルトルーフィ ング上に、受桟、捨板、笠木を各順に敷設して釘打ちしていた面倒な施工の容易 化が図れるという効果もある。In this embodiment, since the groove bottom portion of the groove portion 30 is formed by the entire bottom plate 25B, the receiving bar, the scrap plate, and the coop are omitted. Even if these are omitted, in the structure of the present embodiment, since rainwater or the like flows through the groove portion 30 and is drained downward in the roof flow direction, from the space between the roof material 29 and the rain guard 25 to the inside of the roof material 29. There is no danger of getting in. Furthermore, by omitting these, there is also an effect that it is possible to simplify the troublesome construction which was conventionally performed by laying a receiving bar, a siding board and a head tree in this order on the asphalt roofing at the wall side and nailing them.
【0013】 また、本実施例において、図2に示すように、アスファルトルーフィング35 を胴縁26と外壁材28との間に挟入せず、屋根材29端部付近で切断し、その 端部35Aと雨押さえの水切板部25Dとを接着材36で接着してもよい。これ により、アスファルトルーフィング35を壁側端で折り曲げつつ敷設するという 面倒な作業、さらにはアスファルトルーフィングの破損を防止できる。なお、図 3に示すように、野地板23に貼付された接着テープ37を介して、アスファル トルーフィング端部35Aと水切板部25Dとを接着しても、同様の効果が得ら れる。Further, in this embodiment, as shown in FIG. 2, the asphalt roofing 35 is not sandwiched between the furring strip 26 and the outer wall material 28, but cut near the end of the roof material 29, 35A and the draining plate portion 25D of the rain retainer may be bonded by the adhesive material 36. As a result, it is possible to prevent the troublesome work of laying the asphalt roofing 35 while bending it at the wall side end, and further to prevent damage to the asphalt roofing. Note that, as shown in FIG. 3, the same effect can be obtained by adhering the asphalt roofing end portion 35A and the draining plate portion 25D via the adhesive tape 37 attached to the base plate 23.
【0014】[0014]
本考案によれば、覆い部と立板部との間に設けた溝部が壁側から流下した雨水 等を屋根流れ方向下方に排水するので、覆い部と屋根材との間隙から雨水等が入 り込むことが殆どなく、ひいては当該流れ壁際の防水性、耐久性の向上を図るこ とができる。 According to the present invention, since the groove provided between the cover and the standing plate drains rainwater and the like that has flowed down from the wall side downward in the roof flow direction, rainwater and the like enter through the gap between the cover and the roof material. There is almost no penetration, and it is possible to improve the waterproofness and durability near the flow wall.
【図1】本考案の一実施例を示す図である。FIG. 1 is a diagram showing an embodiment of the present invention.
【図2】本考案の他の実施例を示す図である。FIG. 2 is a view showing another embodiment of the present invention.
【図3】本考案の他の実施例を示す図である。FIG. 3 is a view showing another embodiment of the present invention.
【図4】従来の雨仕舞い構造を示す図である。FIG. 4 is a diagram showing a conventional rain-screening structure.
25 雨押さえ 25A 立板部 25B 底部 25C 覆い部 25D 水切板部 28 外壁材 29 屋根材 30 溝部 25 Rain Suppressor 25A Vertical Plate Part 25B Bottom Part 25C Cover Part 25D Drain Plate Part 28 Outer Wall Material 29 Roof Material 30 Groove Part
Claims (1)
取合部に、立板部と水切板部とを一体に有する長尺の雨
押さえを延設した流れ壁際の雨仕舞い構造において、 前記水切板部の幅方向中途部に、屋根材の壁際端部を上
から被う覆い部を突設し、該覆い部と前記立板部の下部
との間に、壁側から流下した雨水等を屋根流れ方向下方
に排水する溝部を設けたことを特徴とする屋根の流れ壁
際雨仕舞い構造。1. A rain-sealing structure for a flow wall, in which a long rain guard having a standing plate portion and a draining plate portion integrally extends at a joint portion of an outer wall material and a roof material along a roof flow direction. In the widthwise middle part of the draining plate part, a cover part projecting from the top of the wall edge part of the roofing material is provided so as to project from the wall side between the cover part and the lower part of the standing plate part. A structure that protects the roof from the flow wall by providing a groove for draining rainwater downward in the roof flow direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3257592U JPH0589662U (en) | 1992-05-18 | 1992-05-18 | Rain barrier structure near the flow wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3257592U JPH0589662U (en) | 1992-05-18 | 1992-05-18 | Rain barrier structure near the flow wall |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0589662U true JPH0589662U (en) | 1993-12-07 |
Family
ID=12362688
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3257592U Pending JPH0589662U (en) | 1992-05-18 | 1992-05-18 | Rain barrier structure near the flow wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0589662U (en) |
-
1992
- 1992-05-18 JP JP3257592U patent/JPH0589662U/en active Pending
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