JP2016108854A - Wall stop accessory using protection wall and roof structure using the same - Google Patents

Wall stop accessory using protection wall and roof structure using the same Download PDF

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JP2016108854A
JP2016108854A JP2014248225A JP2014248225A JP2016108854A JP 2016108854 A JP2016108854 A JP 2016108854A JP 2014248225 A JP2014248225 A JP 2014248225A JP 2014248225 A JP2014248225 A JP 2014248225A JP 2016108854 A JP2016108854 A JP 2016108854A
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wall
guide plate
plate
roof
stopper
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JP6308932B2 (en
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浩 阿久根
Hiroshi Akune
浩 阿久根
均 牧田
Hitoshi Makita
均 牧田
義正 楠木
Yoshimasa Kusunoki
義正 楠木
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TAJIMAOHYOHKAKOU CO Ltd
Toko Co Ltd
Japan Inspection Organization Corp JIO
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TAJIMAOHYOHKAKOU CO Ltd
Toko Co Ltd
Japan Inspection Organization Corp JIO
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Abstract

SOLUTION: There is provided a roof structure using a wall stop accessory 1 which is arranged on the gutter side of adjacent parts 105, 105 between a wall body 108 and an inclined roof 103, on the eaves direction side of a drip cap accessory 31 so as to guide rain water/flowing water into a gutter 106 and which includes a protection wall 11 having at least an eaves part 12 from a guide plate 4.EFFECT: Particularly in a wall body having a ventilation structure having a ventilation layer between a structural wall and an outer wall, edge flow-down water C1 is generated which flows along a lower end of the outer wall. By using a wall stop accessory of the invention, the flow-down water can be appropriately guided to a gutter, thereby the water is prevented from immersing into the ventilation layer or the wall body due to splashing and the like.SELECTED DRAWING: Figure 2

Description

本発明は、建物の壁体に隣接する傾斜屋根において、雨水がその隣接付近において流れる流水を適切に樋部へ導き、流水の壁体への浸入を防ぐものであり、特に、通気口や通気層を用いた壁体でも流水の浸入を防止可能にする屋根構造に関する。   The present invention, in an inclined roof adjacent to a wall of a building, appropriately guides the flowing water flowing in the vicinity of the adjacent rainwater to the buttock and prevents the inflow of the flowing water into the wall, and in particular, vents and vents. The present invention relates to a roof structure that can prevent intrusion of running water even in a wall body using layers.

図12に示すように、構造物101には、その壁体108から一部張り出した張り出し部分104を有する場合がある。この場合、当該張り出し部分104の傾斜屋根103が構造物101本体の壁体108に隣接する。この傾斜屋根103と壁体108との隣接部分105、105において、雨水を軒先の樋106に適切に導くために、従来、特許文献1に記載の雨押え役物や壁止り役物を取り付ける屋根構造が存在した。   As shown in FIG. 12, the structure 101 may have a protruding portion 104 that partially protrudes from the wall body 108. In this case, the inclined roof 103 of the projecting portion 104 is adjacent to the wall body 108 of the structure 101 main body. In order to appropriately guide rainwater to the eaves eaves 106 at the adjacent portions 105, 105 of the inclined roof 103 and the wall body 108, conventionally, a roof to which a rain retainer or a wall stopper is described. Structure existed.

実公昭61−113826号公報Japanese Utility Model Publication No. 61-113826

従来技術に関する屋根構造及び壁止り役物は、風雨が激しい場合に、隣接部分105、105に流れる流水を適切に樋106に導くことができない場合があった。特に、壁体108に通気口を有する通気構造では、通気口(外壁)の下端を雨水が伝って流れる小口流下水が発生することがあり、この小口流下水が樋106を超えてしまったり、壁体の通気層に浸入することもあった(図11参照)。
また、従来、通気構造の壁体108に壁止り役物を配置する場合に、その誘導板を配置する部分の外壁102を切り欠き、その下端102aを養生テープ等で堰止めしてシーリングをしていたが、手間がかかる手法であったため、ヘラ押さえなどの工程できれいに納められなかった。
The roof structure and the wall stopper for the related art may not be able to properly guide the flowing water flowing to the adjacent portions 105 and 105 to the eaves 106 when the wind and rain are severe. In particular, in the ventilation structure having the ventilation holes in the wall body 108, small-mouthed sewage that flows along the lower end of the ventilation holes (outer walls) may be generated. In some cases, the air could penetrate into the ventilation layer of the wall (see FIG. 11).
Conventionally, when a wall stopper is disposed on the wall body 108 of the ventilation structure, the outer wall 102 of the portion where the guide plate is disposed is cut out, and the lower end 102a is dammed with a curing tape or the like for sealing. However, because it was a time-consuming method, it was not able to be put neatly in processes such as spatula pressing.

そこで、本発明の壁止り役物は、構造物の壁体と、その軒方向側に樋が配置される傾斜屋根との隣接部分樋側に取り付けられるものであって、少なくとも、底板と、該底板の軒方向側縁と対向して立設する誘導板を有し、前記誘導板は、その全部または一部から前記底板側へ向いた庇部をもつ防御壁を有することを特徴とするものである。   Therefore, the wall stopper according to the present invention is attached to the side of the adjacent part of the wall of the structure and the inclined roof on which the eaves are disposed, and at least the bottom plate, It has a guide plate erected opposite to the eaves direction side edge of the bottom plate, and the guide plate has a defense wall having a flange portion directed from the whole or a part thereof toward the bottom plate side. It is.

また、防御壁は、前記庇部の先端若しくはその周辺から下方へ垂下する垂下壁を有することが好ましい。   Moreover, it is preferable that a defense wall has a drooping wall hanging down from the front-end | tip of the said collar part, or its periphery.

また、壁体と、その軒方向側に樋が配置される傾斜屋根との隣接部分に取り付けられる雨押え役物と、該雨押え役物の軒方向側に壁止り役物を配置するものであって、前記壁止り役物の誘導板は、前記雨押え役物の軒方向端縁と対向する位置に立設し、防御壁は前記雨押え役物の主板の表面より上方に位置する屋根構造を有することが好ましい。   In addition, a rain presser attached to a wall and an adjacent portion of the inclined roof on which the eaves are arranged on the eave direction side, and a wall stopper is arranged on the eave direction side of the rain presser side. The guide plate of the wall stopper is erected at a position facing the edge of the eave direction of the rain retainer, and the defense wall is a roof positioned above the surface of the main plate of the rain retainer. It preferably has a structure.

また、この屋根構造に関する壁体は、外壁と構造壁とからなり、前記外壁と前記構造壁との間に通気層を有し、前記構造壁は傾斜屋根と接合し、前記外壁の下端はその一部又は全部が前記雨押え役物の上面から所定間隔を空けた通気口を有する通気構造であって、防御壁は、前記外壁の下端よりも上方に位置することが好ましい。   The wall body related to the roof structure includes an outer wall and a structural wall, and has a ventilation layer between the outer wall and the structural wall, the structural wall is joined to the inclined roof, and the lower end of the outer wall is It is preferable that a part or all of the ventilation structure has a ventilation hole that is spaced from the upper surface of the rain retainer by a predetermined distance, and the defense wall is located above the lower end of the outer wall.

また、雨押え役物は、少なくとも傾斜屋根と壁体との隣接部分に顕出する主板と、該主板が前記壁体と隣接する端部のもう一方の端部から傾斜屋根の表面に延長して接するツバ部を有し、誘導板は、前記主板と対向する部分においては前記主板の軒方向端縁若しくは前記壁体の下端から、前記ツバ部と対向する部分においては前記ツバ部の軒方向端縁から、前記傾斜屋根の勾配に沿って前記誘導板まで軒方向へ延長させた位置より上側に、上側延長部を有することが好ましい。   The rain retainer is extended to the surface of the inclined roof from the other end of the main plate that is exposed at least in the adjacent portion of the inclined roof and the wall, and the main plate is adjacent to the wall. The guide plate has an eave direction in the eave direction of the eave direction from the eave direction edge of the main plate or the lower end of the wall body in the portion facing the main plate, It is preferable to have an upper extension part above the position extended from the edge to the eaves direction along the slope of the inclined roof to the guide plate.

また、誘導板は、雨押え役物のツバ部の先端から誘導板まで軒方向へ延長した位置から、前記ツバ部の延長方向と同じ方向に延長し、前記ツバ部の先端まで若しくはそれよりも延長した横側延長部を有することが好ましい。   Further, the guide plate extends in the same direction as the extension direction of the brim portion from the position extending from the tip of the brim portion of the rain retainer to the guide plate, to the tip of the brim portion or more than that. It is preferable to have an extended lateral extension.

請求項1ないし2に記載の発明により、誘導板の防御壁で流水の跳ね返りを防止し、流水を適切に樋に誘導することができる。特に外壁の下端を伝って流水する小口流下水を適切に樋に誘導することができ、壁体への浸入を防止することができる。
また、防御壁の庇部により、シーリングの受け及びガイドの役割を果たすことができ、シーリングを施し易い。シーリングを施す場合に、ヘラおさえをすることができ、きれいにシーリングを納めることが可能になる。
According to the first and second aspects of the present invention, it is possible to prevent the flowing water from bouncing off with the defense wall of the guide plate, and to appropriately guide the flowing water to the basket. In particular, the small stream sewage flowing along the lower end of the outer wall can be appropriately guided to the eaves and can be prevented from entering the wall.
In addition, the buttocks of the defense wall can serve as a receiving and guide for sealing, making it easy to perform sealing. When applying the seal, the spatula can be suppressed, and it becomes possible to fit the seal neatly.

請求項3に記載の発明により、雨押え役物を流れる流下水等を適切に樋に誘導し、壁体への浸入を防止する屋根構造とすることができる。   According to the invention described in claim 3, it is possible to provide a roof structure that appropriately guides the flowing water flowing through the rain retainer to the dredging and prevents entry into the wall body.

請求項4に記載の発明により、外壁と構造壁との間に通気層を有する通気構造であっても、適切に流水を樋に誘導することにより、通気層内に流水の浸入を防止することができる。   According to the invention described in claim 4, even if the ventilation structure has a ventilation layer between the outer wall and the structural wall, it is possible to prevent the inflow of flowing water into the ventilation layer by appropriately guiding the flowing water to the trough. Can do.

請求項5に記載の発明により、雨押え役物の主板の表面を流れる主板流下水を適切に樋に誘導することができる。   According to the invention described in claim 5, the main plate flowing sewage flowing on the surface of the main plate of the rain retainer can be appropriately guided to the dredger.

請求項6に記載の発明により、雨押え役物のツバ部の軒先側から拡散して流水する拡散流下水を適切に樋に誘導することができる。   According to the sixth aspect of the present invention, the diffused sewage that diffuses and flows from the eaves side of the collar portion of the rain retainer can be appropriately guided to the dredger.

本発明の壁止り役物を用いた屋根構造の一例を示す斜視図である。It is a perspective view which shows an example of the roof structure using the wall stopper combination of this invention. 本発明の壁止り役物の一例を示す斜視図であって、(a)はその正面から右側に誘導板が位置するものであり、(b)は左側に誘導板が位置するものである。It is a perspective view which shows an example of the wall stopper combination of this invention, Comprising: (a) has a guide plate located in the right side from the front, (b) has a guide plate located in the left side. 本発明の図2(a)に示す壁止り役物を組み合わせる前の状態を示す平面図である。It is a top view which shows the state before combining the wall-stopping thing shown to Fig.2 (a) of this invention. 図2(a)の別角度から見た壁止り役物を示す斜視図であって、防御壁を取り外しできる防御壁の第2の実施形態を示すものである。FIG. 3 is a perspective view showing a wall-stopping member viewed from another angle in FIG. 2A, and shows a second embodiment of a defense wall from which the defense wall can be removed. 本発明の壁止り役物を用いた屋根構造に用いる雨押え役物の一例を示す斜視図である。It is a perspective view which shows an example of the rain retainer combination used for the roof structure using the wall stopper combination of this invention. 傾斜屋根に本発明の壁止り役物を取り付ける状態の一例を示す斜視図である。It is a perspective view which shows an example of the state which attaches the wall stopper combination of this invention to an inclined roof. 傾斜屋根に壁止り役物以外の部材を取り付ける状態の一例を示す分解斜視図である。It is a disassembled perspective view which shows an example of the state which attaches members other than a wall stopper character to an inclined roof. 本発明の壁止り役物を用いた屋根構造の一例を示す一部分解斜視図である。It is a partially exploded perspective view which shows an example of the roof structure using the wall stopper combination of this invention. 図1の屋根構造のZ方向から見た状態を示す参考図。The reference figure which shows the state seen from the Z direction of the roof structure of FIG. 外壁を切り欠いてシーリングを施す状態を示す一部分解斜視図である。It is a partially exploded perspective view which shows the state which cuts off an outer wall and performs sealing. 本発明の壁止り役物を用いた屋根構造における流水状況を示す斜視図である。It is a perspective view which shows the flowing water condition in the roof structure using the wall stopper combination of this invention. 本発明の壁止り役物を用いる張り出し部分のある構造物の一例を示す斜視図である。It is a perspective view which shows an example of the structure with an overhang | projection part which uses the wall stopper combination of this invention.

本発明を実施するための形態について、図面に沿って説明する。図1、9は本発明の壁止り役物を用いた状態の全体を、図2〜4は本発明の壁止り役物1を、図5は本発明の壁止り役物1を用いる屋根構造に使用する雨押え役物を、図6〜8は本発明の壁止り役物を用いる屋根構造の施工方法の一例を、図10は施工において外壁を切り欠いてシーリングを施す状態の一例を、図11は本発明の壁止り役物を用いた場合の流水の状況を、図12は本発明に用いる構造物101の一例を示す。   DESCRIPTION OF EMBODIMENTS Embodiments for carrying out the present invention will be described with reference to the drawings. FIGS. 1 and 9 show the overall state of using the wall-locking tool of the present invention, FIGS. 2 to 4 show the wall-locking tool 1 of the present invention, and FIG. 5 shows the roof structure using the wall-locking tool 1 of the present invention. 6 to 8 are examples of the construction method of the roof structure using the wall stopper of the present invention, and FIG. 10 is an example of the state in which the outer wall is cut out and sealed in the construction. FIG. 11 shows the situation of running water when using the wall stopper according to the present invention, and FIG. 12 shows an example of the structure 101 used in the present invention.

図12に示すように、本発明の壁止り役物1を用いた屋根構造は、構造物101の張り出し部分104において、壁体108と傾斜屋根103との隣接部分105、105であって、その軒側で、樋106に雨水を誘導するために壁止り役物1を取り付ける。   As shown in FIG. 12, the roof structure using the wall stopper 1 according to the present invention is an adjacent portion 105, 105 between the wall body 108 and the inclined roof 103 in the overhanging portion 104 of the structure 101, At the eaves side, a wall stopper 1 is attached to guide the rainwater to the fence 106.

図1、9に示すように、近年の壁体108は、外壁102と構造壁107との間に通気層111を確保し、外壁102の下端102aと、傾斜屋根103に取り付けられた雨押え役物31の主板32の上面と、の間に所定間隔を空けた通気口112が形成され、この通気口112から通気層111を通じて通気する通気構造を用いることが多い。この通気構造は、気密性が高い近年の建築物において、壁体108の内部で結露の発生を防止するために用いられる。このような壁体108の通気構造であっても、通気層111内に雨水が流入せずに、適切に雨水を樋106に導く屋根構造が必要である。なお、本発明の壁止り役物1は、この通気構造を有しない壁体108にも使用可能である。   As shown in FIGS. 1 and 9, the recent wall body 108 has a ventilation layer 111 between the outer wall 102 and the structural wall 107, and a rain retainer attached to the lower end 102 a of the outer wall 102 and the inclined roof 103. Ventilation holes 112 are formed between the upper surface of the main plate 32 of the object 31 with a predetermined interval, and a ventilation structure that vents air from the ventilation holes 112 through the ventilation layer 111 is often used. This ventilation structure is used to prevent the occurrence of condensation inside the wall body 108 in recent buildings with high airtightness. Even with such a ventilation structure of the wall 108, a roof structure that appropriately guides rainwater to the fence 106 without flowing rainwater into the ventilation layer 111 is required. Note that the wall stopper 1 of the present invention can also be used for the wall body 108 that does not have the ventilation structure.

本発明の屋根構造に用いる壁止り役物1は、図2に示すように、主に底板2と、底板2の側方から立ち上がる縦板3と、底板2の軒方向側(図2(a)の右手前側、図2(b)の左手前側)から立ち上がる誘導板4と、底板2と誘導板4との間に形成される溝部5とからなる。本実施形態における壁止り役物1はガルバニウム鋼板を用いるものであるが、この材質でなくとも他の材質でもよい。   As shown in FIG. 2, the wall stopper 1 used in the roof structure of the present invention mainly includes a bottom plate 2, a vertical plate 3 rising from the side of the bottom plate 2, and an eave direction side of the bottom plate 2 (FIG. 2 (a ) On the right front side of FIG. 2B and the left front side of FIG. 2B, and a groove portion 5 formed between the bottom plate 2 and the guide plate 4. The wall stopper 1 in this embodiment uses a galvanium steel plate, but other materials may be used instead of this material.

本実施形態に係る壁止り役物1は、図3に示すように、一枚の鋼板を所定寸法のもとに切断したうえ、各々折曲して形成する。具体的には、切断した鋼板のうち底板2と縦板3との間の折線を谷折りして縦板3を立ち上げる。折り返し板7aと縦板3との折線を山折りし、折り返し板7aと7bとの間の折線を谷折りして、2つの折り返し板7a、7bが縦板3の裏側に重なるようにし、係止片7cと押し返し板7bとの間の折線を谷折りして、縦板3の上縁に重ね合わせ、折り返し板7a、7bと縦板3との重なりを係止する。   As shown in FIG. 3, the wall stopper 1 according to the present embodiment is formed by cutting a single steel plate under a predetermined dimension and then bending the same. Specifically, the vertical plate 3 is raised by valley-folding the fold line between the bottom plate 2 and the vertical plate 3 among the cut steel plates. Fold the folding line between the folded plate 7a and the vertical plate 3 and fold the folded line between the folded plates 7a and 7b so that the two folded plates 7a and 7b overlap the back side of the vertical plate 3. The folding line between the stop piece 7c and the push-back plate 7b is valley-folded and overlapped with the upper edge of the vertical plate 3, and the overlap between the turn-back plates 7a and 7b and the vertical plate 3 is locked.

また、底板2と傾斜面6との間の折線を山折りし、傾斜面6と溝部5との間の折線を谷折りすることにより、底板2から傾斜する三角形状の傾斜面6及び溝部5を形成することができる。そして、溝部5と誘導板4との間の折線を谷折りし、誘導板4を立ち上げる。 本発明の壁止り役物1は、上記の通り、所定寸法に裁断された鋼板を各々折曲して形成するものであるが、必ずしもこれに限定するものではなく、例えば誘導板4や溝部5を溶接固定するものやその他の成型方法であってもよい。   In addition, the fold line between the bottom plate 2 and the inclined surface 6 is fold-folded, and the fold line between the inclined surface 6 and the groove portion 5 is fold-folded. Can be formed. And the fold line between the groove part 5 and the guide plate 4 is valley-folded, and the guide plate 4 is raised. As described above, the wall stopper 1 according to the present invention is formed by bending each of steel plates cut into a predetermined size, but is not necessarily limited thereto. For example, the guide plate 4 and the groove 5 May be fixed by welding or other molding methods.

図2に示すように、折り曲げ状態を係止した壁止り役物1の底板2は、傾斜屋根103の上面に配置される平板状の部分であり、その軒方向側(図2(a)の右手前側、図2(b)の左手前側)には、傾斜面6及び溝部5が形成される。傾斜面6は、いったん底板2の軒方向側一部を斜め下方に折り曲げて略三角形状にした部分であり、更にその軒方向側を平坦にした溝部5を形成される。傾斜面6により溝部5が底板2より低く位置することになり、溝部5は壁止り役物1を施工した場合に樋106の上方に位置し、流水を樋に誘導する。(図1参照)   As shown in FIG. 2, the bottom plate 2 of the wall stopper 1 that locks the folded state is a flat plate-like portion disposed on the upper surface of the inclined roof 103, and the eave direction side (of FIG. 2 (a)). An inclined surface 6 and a groove portion 5 are formed on the right front side, the left front side in FIG. The inclined surface 6 is a portion that is once bent into a substantially triangular shape by partially bending a part of the bottom plate 2 in the eave direction side, and is further formed with a groove portion 5 having a flat eave direction side. The groove portion 5 is positioned lower than the bottom plate 2 due to the inclined surface 6, and the groove portion 5 is located above the ridge 106 when the wall stopper 1 is constructed, and guides running water to the ridge. (See Figure 1)

壁止り役物1の縦板3は、底板2の一方の側縁から、上方へ立ち上がる面である。折り返し板7a、7bは縦板3の裏側に位置し、折り曲げた状態を係止片7cで係止している。後述の通り、この縦板3は構造壁107に接合するように配置される。   The vertical plate 3 of the wall stopper 1 is a surface that rises upward from one side edge of the bottom plate 2. The folded plates 7a and 7b are located on the back side of the vertical plate 3, and the bent state is locked by the locking pieces 7c. As will be described later, the vertical plate 3 is disposed so as to be joined to the structural wall 107.

折り曲げ状態を係止した壁止り役物1の誘導板4は、溝部5の軒方向側縁を下辺とし、縦板3の軒方向側縁を側辺として、底板2の軒方向側の縁と略対向するように位置する。 略対向するとは、誘導板4は、底板2の上を流れる流下水と正対するように向ける(対向する)ように形成するが、必ずしも正確に正対するものではなく、それよりも誘導板4の向きを図2(a)の右側へ開くようにしてもよい。これにより、底板2の上に配置される雨押え役物31の表面を流れる流水の誘導時に発生する跳ね返りを少なくすることができる。   The guide plate 4 of the wall stopper 1 that is locked in the bent state has an eave direction side edge of the groove portion 5 as a lower side, an eave direction side edge of the vertical plate 3 as a side side, and an eave direction side edge of the bottom plate 2. It is located so as to face each other. When it is substantially opposed, the guide plate 4 is formed so as to face (oppose) the flowing sewage flowing on the bottom plate 2, but it does not necessarily face exactly and the guide plate 4 You may make it open direction to the right side of Fig.2 (a). Thereby, the rebound which generate | occur | produces at the time of the guidance | induction of the flowing water which flows through the surface of the rain holding | maintenance accessory 31 arrange | positioned on the baseplate 2 can be decreased.

折り曲げ状態を係止した壁止り役物1の底板2のうち縦板3のない側方縁、縦板3の上方縁、誘導板4の上方縁を、それぞれ折り返したカエシ2a、3a、4aを折り曲げて形成する。このカエシ2a、3a、4aにより、施工者が手を切る等の負傷を避けることができるとともに、流水の一部が流れ出ることを防止することができる。   Of the bottom plate 2 of the wall stopper 1 that is locked in the bent state, the side edges without the vertical plate 3, the upper edge of the vertical plate 3, and the upper edge of the guide plate 4 are folded back, respectively. Bend to form. With this maple 2a, 3a, 4a, it is possible to avoid injuries such as the operator cutting his hand and to prevent a part of running water from flowing out.

誘導板4の一部を延長して防御壁11を形成する。誘導板4の上方縁のうち縦板3付近の一部を下方に延長し、いったん雨押え役物31の方向へ折曲する庇部12を形成し、さらに下方に折曲して垂下壁13を形成する。これにより、誘導板4の表面の一部が底面2側に位置することになる。本実施形態では、誘導板4の上方縁の一部を延長して防御壁11を形成するが、誘導板4の上端縁全部を延長して防御壁を形成するものであってもよい。   A part of the guide plate 4 is extended to form the defense wall 11. A part of the upper edge of the guide plate 4 in the vicinity of the vertical plate 3 is extended downward to once form a flange 12 that bends in the direction of the rain retainer 31, and further bent downward to form the hanging wall 13. Form. Thereby, a part of surface of the guide plate 4 is located on the bottom surface 2 side. In this embodiment, a part of the upper edge of the guide plate 4 is extended to form the defense wall 11, but the upper end edge of the guide plate 4 may be extended to form a defense wall.

図4に示すように、防御壁11は、その他の実施形態として、防御壁11自体を誘導板4とは別部材として成型し、誘導板4の上端縁に嵌め込んで使用するものであってもよい。 これは、防御壁11の上端縁にフック状の固定部14を形成し、その固定部14を誘導板4に設置するその上端の配置部分に嵌め込む。その他、溶接やビス等により配置、固定するものであってもよい。   As shown in FIG. 4, as another embodiment, the defense wall 11 is formed by molding the defense wall 11 itself as a separate member from the guide plate 4 and fitting it into the upper edge of the guide plate 4. Also good. This forms a hook-shaped fixing portion 14 at the upper end edge of the defense wall 11, and the fixing portion 14 is fitted into the arrangement portion of the upper end of the guide plate 4. In addition, it may be arranged and fixed by welding or screws.

防御壁11のその他の実施形態として、図示しないが、誘導板4の上端縁から下方へ延長せず、誘導板4の上端縁と同じ高さで雨押え役物31の方向へ延長する庇部12を有するものであってもよい。   As other embodiments of the defense wall 11, although not shown in the drawings, the heel portion that does not extend downward from the upper end edge of the guide plate 4 and extends in the direction of the rain retainer 30 at the same height as the upper end edge of the guide plate 4. 12 may be included.

また、防御壁11の庇部12の先端から延長して折曲する垂下壁13との折曲は、直角よりも10度程度の角度をつけた鋭角に折曲するものであるが、これに限定されず、直角に折曲したり、若干鈍角に折曲するものであってもよい。なお、その他の実施態様として、垂下壁13を有しない庇部12のみである実施形態であってもよい。   In addition, the bending with the hanging wall 13 that extends and bends from the tip of the flange 12 of the defense wall 11 is bent at an acute angle with an angle of about 10 degrees rather than a right angle. It is not limited and may be bent at a right angle or slightly obtuse. In addition, as another embodiment, the embodiment which is only the collar part 12 which does not have the hanging wall 13 may be sufficient.

防御壁11の庇部12、垂下壁13の横方向(幅方向・図4の左右方向)の長さは、40mm程度が好ましいが、これに限定されない。その他の実施形態の防御壁の横方向長さとして、誘導板4の横方向長さの3分の1ないし4分の1程度の長さを有するものであってもよく、誘導板4の横方向長さと同じものや、その2分の1程度、さらには6分の1程度の長さのものであってもよい。   The length in the lateral direction (width direction / left-right direction in FIG. 4) of the flange portion 12 and the hanging wall 13 of the defense wall 11 is preferably about 40 mm, but is not limited thereto. The lateral length of the defense wall according to another embodiment may have a length of about one third to one quarter of the lateral length of the guide plate 4. The length may be the same as the length in the direction, or about one-half, or even about one-sixth of the length.

防御壁11の位置は少なくとも、外壁102の下端102aから、傾斜屋根103の傾斜方向に沿って延長した部分にあって、外壁102と対向する位置にある。これは後述の通り、防御壁11の主たる目的が、小口流下水C1の跳ね返りを防ぎ、樋106へ適切に誘導することにあるためである(図11参照)。   The position of the defense wall 11 is at least a portion extending from the lower end 102 a of the outer wall 102 along the inclination direction of the inclined roof 103, and is in a position facing the outer wall 102. This is because, as will be described later, the main purpose of the defense wall 11 is to prevent the small flow sewage C1 from bouncing back and appropriately guide it to the trough 106 (see FIG. 11).

また、誘導板4は従来の誘導板に比べて、上下方向(図2(a)、(b)の上下方向)の上側に延長する上側延長部21が形成され、横方向(図2(a)、(b)の左右方向)の左側に延長する横側延長部22が形成される。この上側延長部21、横側延長部22については後述する。   Further, the guide plate 4 is formed with an upper extension 21 extending upward in the vertical direction (vertical direction in FIGS. 2A and 2B) as compared with the conventional guide plate, and in the lateral direction (FIG. 2A). ), A lateral extension 22 extending to the left in the left-right direction of (b) is formed. The upper side extension 21 and the side side extension 22 will be described later.

図2(a)に示す本発明の壁止り役物1を用いた屋根構造の施工について、図6〜図8、図9に示して説明する。各部材の配置、固定手段は、釘打ち、ネジ固定、接着等の通常行われる手段を用いる。図2(b)に示す本発明の壁止り役物1は左右対称の位置に施工するものであり、その施工方法は同じである。
なお、図12に示す隣接部分105、105では、壁体108は、壁止り役物1を配置する位置より、更に軒方向(図12の左右方向)へ延長されている。しかし、図1、図6〜図9、図11においては施工説明のため、壁止り役物1の配置する位置に壁体108の一端が位置するものを示す。壁体108が更に軒方向へ延長される場合に、壁止り役物1の配置部分を確保するための壁体108の外壁102の切り欠き部分41及びシーリング42は図10に示して後述する。
The construction of the roof structure using the wall stopper 1 according to the present invention shown in FIG. 2 (a) will be described with reference to FIGS. As the arrangement and fixing means of each member, a commonly performed means such as nailing, screw fixing, and adhesion is used. The wall stopper 1 of the present invention shown in FIG. 2 (b) is constructed at a symmetrical position, and the construction method is the same.
In addition, in the adjacent parts 105 and 105 shown in FIG. 12, the wall 108 is further extended in the eaves direction (left-right direction of FIG. 12) from the position which arrange | positions the wall stopper 1. However, in FIG. 1, FIG. 6 to FIG. 9, and FIG. 11, the one in which one end of the wall body 108 is located at the position where the wall stopper 1 is arranged is shown for explanation of construction. When the wall 108 is further extended in the eave direction, the cutout portion 41 and the sealing 42 of the outer wall 102 of the wall 108 for securing the arrangement portion of the wall stopper 1 are shown in FIG. 10 and will be described later.

図6に示すように、傾斜屋根103の野地板121から構造壁107の下端部分にかけて、シート状の下葺き材122を張り付ける。そして、壁止り役物1は、下葺き材122を張った状態において、傾斜屋根103と構造壁107との隣接付近で、その軒側に取り付ける。壁止り役物1の溝部5は傾斜屋根103の軒側から露出して、樋106(省略)の上側となるように位置させる。本実施形態では、壁止り役物1の構造壁107側と傾斜屋根103側に取り付けた吊り子留め部材8、8を用いて固定するが、この吊り子留め部材8、8を用いずに直接ネジや釘留めして固定してもよい。   As shown in FIG. 6, a sheet-like underlaying material 122 is pasted from the base plate 121 of the inclined roof 103 to the lower end portion of the structural wall 107. The wall stopper 1 is attached to the eaves side in the vicinity of the adjacent of the inclined roof 103 and the structural wall 107 in a state where the underlaying material 122 is stretched. The groove portion 5 of the wall stopper 1 is exposed from the eaves side of the inclined roof 103 and is positioned so as to be on the upper side of the eaves 106 (omitted). In this embodiment, although fixed using the hanging clasp members 8 and 8 attached to the structural wall 107 side and the sloped roof 103 side of the wall stopper 1, the hanging clasp members 8 and 8 are used directly. It may be fixed with screws or nails.

図6、7に示すように、傾斜屋根103に張り付けた下葺き材122の上から、構造壁107との接合付近に角木の受桟123を配置する。次に、受桟123を覆うように、捨板水切124を配置する。捨板水切124は、中央部分124bが受桟123を覆い、その側方から上方に立ち上がる部分が構造壁107に張り付けられた下葺き材122側に配置され、もう一方の側方に延長したツバ部124aが傾斜屋根103の野地板121に張り付けられた下葺き材122の上に配置される。   As shown in FIGS. 6 and 7, a square wood receiving bar 123 is disposed in the vicinity of the joint with the structural wall 107 from above the underlaying material 122 attached to the inclined roof 103. Next, the discard drainer 124 is disposed so as to cover the receiving bar 123. The waste plate drainer 124 has a central portion 124b that covers the receiving bar 123, a portion that rises upward from the side thereof is disposed on the side of the lower brazing material 122 that is attached to the structural wall 107, and a flange portion that extends to the other side. 124 a is disposed on the lower covering material 122 attached to the base plate 121 of the inclined roof 103.

傾斜屋根103の下葺き材122の上から、屋根材125を敷き詰めて固定する。この屋根材125は、壁体108の付近では、捨板水切124のツバ部124aの上に重なるように位置するが、捨板水切124の中央部分124bには重ならない。   The roof material 125 is spread and fixed from above the lower covering material 122 of the inclined roof 103. The roof material 125 is positioned near the wall portion 108 so as to overlap the brim portion 124 a of the discard drainer 124, but does not overlap the central portion 124 b of the discard drainer 124.

この捨板水切124の中央部分124bの上側に位置するように、角木の笠木126を配置する。そして、笠木126を覆うように、雨押え役物31を配置する。雨押え役物31は、その主板32が笠木126の上側を覆うようにし、その側方から立ち上がる縦板33が構造壁107に張り付けられた下葺き材122と接し、もう一方の側方から延長するツバ部34が屋根材125の上面に接する。   A square headboard 126 is arranged so as to be positioned above the central portion 124b of the discarded plate drainer 124. Then, the rain retainer accessory 31 is arranged so as to cover the headboard 126. The rain retainer 31 has a main plate 32 covering the upper side of the headboard 126, and a vertical plate 33 rising from the side is in contact with the lower brazing material 122 attached to the structural wall 107 and extends from the other side. The flange portion 34 touches the upper surface of the roof material 125.

この雨押え役物31は、図5に示すように、長手方向に所定長さを有する主板32と、主板32の側方縁を上方に折曲して延長形成する縦板33と、主板32の縦板33がない側方縁をいったん下方に折曲し、さらに主板32と並行する方向に折曲して延長するツバ部34が形成される。縦板33の上縁とツバ部34の端縁を折り返したカエシ33a、34aがそれぞれ形成され、施工者が負傷しないように配置されている。   As shown in FIG. 5, the rain retainer 31 includes a main plate 32 having a predetermined length in the longitudinal direction, a vertical plate 33 formed by bending a side edge of the main plate 32 upward, and a main plate 32. The flange 34 is formed by bending the side edge without the vertical plate 33 once downward and further bending and extending in a direction parallel to the main plate 32. The burrs 33a and 34a are formed by folding back the upper edge of the vertical plate 33 and the edge of the flange portion 34, and are arranged so as not to injure the installer.

図8、9に示すように、外壁102は、雨押え役物31の主板32の上方に位置するが、外壁102の下端102aは、雨押え役物31の主板32と接するものではなく、両者の間は解放されており、この部分が通気層111に通じる通気口112となる。外壁102と構造壁107との間の通気層111には、雨押え役物31の縦板33、壁止り役物1の縦板3が構造壁107に接した状態で、組み込まれるよう配置される。   As shown in FIGS. 8 and 9, the outer wall 102 is located above the main plate 32 of the rain retainer accessory 31, but the lower end 102 a of the outer wall 102 is not in contact with the main plate 32 of the rain retainer accessory 31. This portion is released, and this portion becomes a vent 112 that leads to the vent layer 111. The ventilation layer 111 between the outer wall 102 and the structural wall 107 is arranged so that the vertical plate 33 of the rain retainer 31 and the vertical plate 3 of the wall stopper 1 are incorporated in contact with the structural wall 107. The

壁止り役物1の配置する部分に壁体108の外壁102を一部切り欠き、通気層に雨水や流水が浸入しないように施すシーリングについて説明する。図10に示すように、壁止り役物1を配置し、特に誘導板4の配置部分を確保するために、外壁102を一部切り欠いて、切欠部分41を形成する。壁止り役物1を配置した後に、切欠部分41にバックアップ材を充填し、シーリング42を施す。このシーリング42は、従来、外壁102の切り欠いた部分全体に施すために、養生テープ等により下に垂れ下がらないように堰止めをする等、手間がかかっていた。しかし、本実施形態の壁止まり役物1の防御壁11の庇部12がシーリング42の受け及びバックアップ材のガイドの役割を果たすため、ヘラ押さえの工程も含め、容易かつきれいにシーリング42を施すことが可能になる。   A description will be given of sealing performed by partially cutting out the outer wall 102 of the wall body 108 at the portion where the wall stopper 1 is disposed, and preventing rainwater or running water from entering the ventilation layer. As shown in FIG. 10, the wall stopper 1 is arranged, and in particular, the outer wall 102 is partially cut away to form a cutout portion 41 in order to secure the arrangement portion of the guide plate 4. After the wall stopper 1 is placed, the cutout portion 41 is filled with a backup material and a sealing 42 is applied. Conventionally, since the sealing 42 is applied to the entire notched portion of the outer wall 102, it has been time-consuming, such as damming it so as not to hang down with a curing tape or the like. However, since the collar portion 12 of the defense wall 11 of the wall-stopping member 1 of the present embodiment serves as a receptacle for the sealing 42 and a guide for the backup material, the sealing 42 is easily and cleanly applied including the spatula pressing step. Is possible.

本発明の壁止り役物1を用いた屋根構造における流水の誘導について説明する。図11に示すように、雨押え役物31の主板32の表面は、一般的には金属板であるため、屋根材125よりも風雨が抵抗なく流れやすい。そのため、激しい風を伴い、大量の風雨が伴うような激しい気象環境下では、風雨が矢印線A1の方向に流れる主板流下水A1が発生する。この主板流下水を適切に樋106に誘導し、構造壁107側に流入することを防ぐ必要がある。   The guidance of flowing water in the roof structure using the wall stopper 1 of the present invention will be described. As shown in FIG. 11, since the surface of the main plate 32 of the rain retainer 31 is generally a metal plate, wind and rain flow more easily than the roof material 125 without resistance. Therefore, in a severe weather environment accompanied by intense wind and a large amount of wind and rain, main plate flow sewage A1 in which the wind and rain flow in the direction of the arrow line A1 is generated. It is necessary to appropriately guide the main plate flow sewage to the trough 106 and prevent it from flowing into the structural wall 107 side.

主板流下水A1のみならず、ツバ部34の表面も風雨が流れるツバ部流下水B1の発生が判明している。ツバ部34も、主板32と同様に一般的には金属板であり、屋根材25よりも抵抗が少なく、風雨が流れやすいためである。   It has been found that not only the main plate flowing sewage A1 but also the surface of the brim part 34 generates the brim part flowing sewage B1 through which wind and rain flow. The brim portion 34 is also generally a metal plate, like the main plate 32, and has less resistance than the roofing material 25, and wind and rain easily flow.

また、ツバ部流下水B1は、雨押え役物31の軒先側において、右手前側に広がって流れる拡散流下水B2が発生する。これは、通常は、ツバ部流下水B1は、樋106までツバ部34の表面を流れ、樋106に流入し、矢印線Dの方向へ沿って流れる。しかし、気象条件が悪化し、流量が多くなると、矢印線D方向に流れる流水に沿って、樋106への流入付近で、放射状に拡散することが判明している。この拡散流下水B2も適切に樋106に誘導する必要がある。   In addition, as the brim portion flowing sewage B1, the diffused flowing sewage B2 that flows spreading to the right front side is generated on the eaves end side of the rain presser accessory 31. Normally, the brim portion flowing sewage B1 flows on the surface of the brim portion 34 to the ridge 106, flows into the ridge 106, and flows along the direction of the arrow line D. However, it has been found that when the weather conditions deteriorate and the flow rate increases, the water diffuses radially along the flowing water flowing in the direction of the arrow D in the vicinity of the inflow to the eaves 106. This diffusion sewage B2 also needs to be appropriately guided to the trough 106.

さらに、下屋根が勾配屋根の場合、外壁102からの流下水で小口流下水C1が発生することが判明した。この小口流下水とは、通気層111を有する壁体108では、外壁102の下端102aを伝って、多くの風雨が軒方向(C1の矢印方向)に向かって流れることをいう。   Furthermore, when the lower roof is a sloped roof, it has been found that small-mouth flow sewage C1 is generated by the sewage from the outer wall 102. This small-mouth flow sewage means that in the wall body 108 having the ventilation layer 111, a large amount of wind and rain flows along the lower end 102a of the outer wall 102 toward the eaves direction (the arrow direction of C1).

これらの雨水を適切に樋106に誘導するため、壁止り役物1の誘導板4は、従来の誘導板と比べて、上側延長部21、横側延長部22、防御壁11を形成した形態とする。つまり、その高さ(図11の上下方向)は、少なくとも、流量が大幅に増加した主板流下水A1に対処するため、雨押え役物31の主板32の表面から、傾斜屋根103の勾配角度に沿って軒方向へ延長し、誘導板4の表面に当たる部分A3より高いことが必要である。   In order to appropriately guide these rainwaters to the fence 106, the guide plate 4 of the wall stopper 1 is formed with an upper extension 21, a side extension 22, and a defense wall 11 as compared with the conventional guide plate. And That is, the height (vertical direction in FIG. 11) is at least a gradient angle of the inclined roof 103 from the surface of the main plate 32 of the rain retainer 31 in order to cope with the main plate flow sewage A1 whose flow rate has increased significantly. It is necessary to extend in the eave direction along and to be higher than the portion A3 that hits the surface of the guide plate 4.

また、小口流下水C1に対処するため、誘導板4の高さは、少なくとも、外壁102の下端102aから、傾斜屋根103の勾配角度に沿って軒方向(C1の矢印方向)へ延長し、誘導板4の表面に当たる部分C3より高いことが必要である。このC3の位置は、一般的な誘導板であればA3の位置より高くなるが、誘導板の形態によってはこの条件を満たすことが必要である。   Further, in order to cope with the small-mouth flow sewage C1, the height of the guide plate 4 is extended at least from the lower end 102a of the outer wall 102 in the eave direction (the arrow direction of C1) along the gradient angle of the inclined roof 103, It is necessary to be higher than the portion C3 that hits the surface of the plate 4. The position of C3 is higher than the position of A3 in the case of a general guide plate, but this condition must be satisfied depending on the form of the guide plate.

主板流下水A1と同じく、ツバ部流下水B1に対処するため、ツバ部34の表面から傾斜屋根103の勾配角度に沿って軒方向へ延長し、誘導板4の表面に当たる部分B3より高いことが必要である。   As with the main plate flow sewage A1, it extends from the surface of the brim portion 34 to the eave direction along the gradient angle of the inclined roof 103 and is higher than the portion B3 that hits the surface of the guide plate 4 in order to deal with the brim flow sewage B1. is necessary.

誘導板4は、これらA3、B3、C3の位置よりも高い位置になるように、上側延長部21を形成する。この上側延長部21の存在により、流量が増加した主板流下水A1、ツバ部流下水B1、小口流下水C1が、誘導壁4を乗り越えず、適切に樋106に誘導することができる。   The guide plate 4 forms the upper extension 21 so as to be higher than the positions of A3, B3, and C3. Due to the presence of the upper extension 21, the main plate flow sewage A1, the brim flow sewage B1 and the small-mouth flow sewage C1 whose flow rates are increased can be appropriately guided to the eaves 106 without getting over the guide wall 4.

上側延長部21の高さ、供給水量、樋誘導率について、流下水量を分けて実験した結果を表1に示す。なお、同表における誘導板高さとは雨押え役物31の主板32の表面からの誘導板4の高さを示し、外装材差込高さとは外壁102の下端102aから誘導板4の高さを示す。この実験では、傾斜屋根に対して均等な散水がされるよう小孔を10mm間隔で配置した1200mmのパイプを軒先から200mm離して上方に配置し、流下水量を一定に保つため水圧を制御し、線状に流下させた。流下水量は1分当たり4リットル(一般的な雨に相当)及び8リットル(夏の夕立に相当)の2種類を行い、計測時間は5分間とした。   Table 1 shows the results of the experiment conducted by dividing the amount of flowing water with respect to the height of the upper extension 21, the amount of supplied water, and the drought induction rate. In addition, the guide plate height in the table indicates the height of the guide plate 4 from the surface of the main plate 32 of the rain retainer 31, and the exterior material insertion height indicates the height of the guide plate 4 from the lower end 102 a of the outer wall 102. Indicates. In this experiment, a 1200 mm pipe with small holes arranged at intervals of 10 mm to be evenly sprayed on an inclined roof is placed 200 mm away from the eaves, and the water pressure is controlled in order to keep the amount of flowing water constant, It was allowed to flow down linearly. The amount of flowing water was 4 liters per minute (corresponding to general rain) and 8 liters (corresponding to summer evening), and the measurement time was 5 minutes.

Figure 2016108854
Figure 2016108854

上記実験結果から、所定の高さを有する上側延長部21がない場合には、水量が多い場合に誘導板4を超えて、樋106に適切に流入しないことが分かる。誘導板高さは、通気口幅を15mmとした場合、25mmの高さがあることが好ましい。一般に通気口112は10〜15mm程度の高さを取ることから、C3から10〜15mmの上側延長部21が形成されることとなる。   From the above experimental results, it can be seen that in the absence of the upper extension 21 having a predetermined height, the water does not flow properly over the guide plate 4 when the amount of water is large. The height of the guide plate is preferably 25 mm when the vent hole width is 15 mm. In general, since the vent 112 takes a height of about 10 to 15 mm, the upper extension 21 of 10 to 15 mm from C3 is formed.

また、ツバ部34の拡散流下水B2に対処するため、誘導板4の横方向(図11の右手前方向)の長さを、雨押え役物31のツバ部34が延長する方向と同じ方向に延長した横側延長部22を形成する。   Further, in order to deal with the diffused sewage B2 in the brim portion 34, the length of the guide plate 4 in the lateral direction (the right front direction in FIG. 11) is the same as the direction in which the brim portion 34 of the rain retainer accessory 31 extends. A lateral extension 22 is formed.

従来の誘導板は、その横方向が雨押え役物のツバ部の先端に対応する位置まで及んでいなかった。これは、拡散流下水B2の存在を意識せず、対応する意図がなかったためであるが、拡散流下水B2に対処する必要から、雨押え役物31のツバ部34の先端34aに対応する位置B4よりも、誘導板4の横方向長さを延長する横側延長部22を形成する。   In the conventional guide plate, the lateral direction does not reach the position corresponding to the tip of the brim portion of the rain retainer. This is because the presence of the diffused sewage water B2 was not conscious and there was no intention to respond to it. A lateral extension 22 that extends the lateral length of the guide plate 4 is formed from B4.

具体的には、一般的な雨押え役物31の縦壁33が形成される端部からツバ部34の先端までの幅方向長さが130mmであるところ、誘導板4の幅方向長さは150mmの長さを形成し、20mmの横側延長部22を形成することが好ましい。   Specifically, the length in the width direction from the end where the vertical wall 33 of the general rain retainer 31 is formed to the tip of the flange 34 is 130 mm, and the length in the width direction of the guide plate 4 is It is preferable to form a length of 150 mm and form a lateral extension 22 of 20 mm.

防御壁11は、流下水の適切な樋106へ誘導が可能になる効果がある。つまり、防御壁11の庇部12が誘導板4より雨押え役物31の方向へ形成されていることから、流量が多い場合に、樋106からの跳ね上がりを防止することができる。また、防御壁11の垂下壁13の下端13aが、外壁102の下端102aから傾斜屋根の傾斜方向に沿って誘導板4まで延長した位置(C3)よりも、上方に位置する。これにより、小口流下水C1が流れてきた場合であっても、防御壁11の下端13aが水切りのように機能し、適切に樋106に誘導することができ、誘導板4で跳ね返って通気層111へ流水の浸入を防止することができる。このように、小口流下水C1は主板流下水A1よりも上方にあり、外壁102の下端102aを伝って流れるものであるため、通気層111内への浸入の可能性が高かったが、これを適切に樋106に流入させることで通気層111内への浸入を防ぐことができる。   The defensive wall 11 has an effect that it can be guided to an appropriate ridge 106 of the flowing water. In other words, since the flange portion 12 of the defense wall 11 is formed in the direction of the rain retainer 31 from the guide plate 4, it is possible to prevent the spring 106 from jumping up when the flow rate is large. Moreover, the lower end 13a of the hanging wall 13 of the defense wall 11 is located above the position (C3) extending from the lower end 102a of the outer wall 102 to the guide plate 4 along the inclination direction of the inclined roof. As a result, even when the small-mouth flow sewage C1 flows, the lower end 13a of the defense wall 11 functions like a drainer and can be appropriately guided to the eaves 106, and is rebounded by the guide plate 4 to be ventilated. Intrusion of running water to 111 can be prevented. As described above, the small-mouth flow sewage C1 is located above the main plate flow sewage A1 and flows along the lower end 102a of the outer wall 102. Therefore, there is a high possibility of entering the ventilation layer 111. It is possible to prevent intrusion into the ventilation layer 111 by appropriately flowing into the ridge 106.

1…壁止り役物、2…底板、4…誘導板、11…防御壁、12…庇部、13…垂下壁、21…上側延長部、22…横側延長部、31…雨押え役物、32…主板、33…縦板、34…ツバ部、34a…先端、101…構造物、102…外壁、102a…下端、103…傾斜屋根、105…隣接部分、106…樋、107…構造壁、108…壁体、111…通気層、112…通気口
DESCRIPTION OF SYMBOLS 1 ... Wall stopper accessory, 2 ... Bottom plate, 4 ... Induction plate, 11 ... Defense wall, 12 ... Abutment part, 13 ... Hanging wall, 21 ... Upper side extension part, 22 ... Side extension part, 31 ... Rain holding part 32 ... main plate, 33 ... vertical plate, 34 ... brim portion, 34a ... tip, 101 ... structure, 102 ... outer wall, 102a ... lower end, 103 ... inclined roof, 105 ... adjacent portion, 106 ... eaves, 107 ... structural wall 108: Wall body, 111 ... Ventilation layer, 112 ... Vent

Claims (6)

構造物の壁体と、その軒方向側に樋が配置される傾斜屋根との隣接部分樋側に取り付けられる壁止り役物であって、
少なくとも、底板と、該底板の軒方向側縁と対向して立設する誘導板を有し、
前記誘導板は、その全部または一部から前記底板側へ向いた庇部をもつ防御壁を有することを特徴とする壁止り役物。
A wall stopper that is attached to the side of the adjacent part of the wall of the structure and the inclined roof on which the fence is arranged on the eave direction side,
At least a bottom plate and a guide plate standing opposite to the eaves direction side edge of the bottom plate;
The guide plate has a defense wall having a protective wall having a flange portion directed from the whole or a part thereof toward the bottom plate.
防御壁は、前記庇部の先端若しくはその周辺から下方へ垂下する垂下壁を有することを特徴とする請求項1に記載の壁止り役物   2. The wall stopper according to claim 1, wherein the defense wall has a hanging wall that hangs downward from a distal end of the buttocks or the periphery thereof. 壁体と、その軒方向側に樋が配置される傾斜屋根との隣接部分に取り付けられる雨押え役物と、該雨押え役物の軒方向側に壁止り役物を配置するものであって、
前記壁止り役物の誘導板は、前記雨押え役物の軒方向端縁と対向する位置に立設し、防御壁は前記雨押え役物の主板の表面より上方に位置することを特徴とする請求項1または請求項2記載の壁止り役物を備えた屋根構造。
A rain retainer that is attached to an adjacent portion of the wall and an inclined roof on which the eaves are disposed, and a wall stopper is disposed on the eave direction side of the rain retainer. ,
The guide plate of the wall stopper is erected at a position facing an eaves direction edge of the rain retainer, and the defense wall is located above the surface of the main plate of the rain retainer. A roof structure provided with the wall stopper according to claim 1 or 2.
壁体は、外壁と構造壁とからなり、前記外壁と前記構造壁との間に通気層を有し、前記構造壁は傾斜屋根と接合し、前記外壁の下端はその一部又は全部が前記雨押え役物の上面から所定間隔を空けた通気口を有する通気構造であって、
防御壁は、前記外壁の下端よりも上方に位置することを特徴とする請求項3に記載の壁止り役物を備えた屋根構造。
The wall body includes an outer wall and a structural wall, and has a ventilation layer between the outer wall and the structural wall, the structural wall is joined to an inclined roof, and the lower end of the outer wall partially or entirely A ventilation structure having a ventilation opening spaced a predetermined distance from the upper surface of the rain retainer,
The roof structure provided with a wall stopper according to claim 3, wherein the defense wall is located above the lower end of the outer wall.
雨押え役物は、少なくとも傾斜屋根と壁体との隣接部分に顕出する主板と、該主板が前記壁体と隣接する端部のもう一方の端部から前記傾斜屋根の表面に延長して接するツバ部を有し、
誘導板は、前記主板と対向する部分においては前記主板の軒方向端縁若しくは前記壁体の下端から、前記ツバ部と対向する部分においては前記ツバ部の軒方向端縁から、前記傾斜屋根の勾配に沿って前記誘導板まで軒方向へ延長させた位置より上側に、上側延長部を有することを特徴とする請求項3または4記載の壁止り役物を備えた屋根構造。
The rain retainer is a main plate that appears at least in an adjacent portion between the inclined roof and the wall, and the main plate extends from the other end of the end adjacent to the wall to the surface of the inclined roof. Having a brim that touches,
The guide plate is formed from the eaves direction edge of the main plate or the lower end of the wall body at a portion facing the main plate, and from the eave direction edge of the flange portion at a portion facing the flange portion. 5. The roof structure with a wall stopper according to claim 3, further comprising an upper extension portion above a position extended in the eave direction to the guide plate along a gradient.
誘導板は、雨押え役物のツバ部の先端から誘導板まで軒方向へ延長した位置から、前記ツバ部の延長方向と同じ方向に延長し、前記ツバ部の先端まで若しくはそれよりも延長した横側延長部を有することを特徴とする請求項3ないし請求項5のいずれかに記載の壁止り役物を備えた屋根構造。   The guide plate extends in the same direction as the extension direction of the flange portion from the position extending from the tip of the collar portion of the rain retainer to the guide plate, and extends to the tip of the flange portion or more than that. 6. A roof structure provided with a wall stopper according to claim 3, further comprising a lateral extension.
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JPS61113826U (en) * 1984-12-28 1986-07-18
JPH03281858A (en) * 1990-03-30 1991-12-12 Hokuto Kogyo Kk Water drip device for eaves end section for roof set continuously on external wall
JPH0635466U (en) * 1992-10-16 1994-05-13 泰仁 望月 Covering material for eaves tip
JPH0683826U (en) * 1993-05-14 1994-12-02 ミサワホーム株式会社 Rain gutter mounting structure
JPH0960223A (en) * 1995-08-23 1997-03-04 Ota Kosan:Kk Plate piece for eave tip drip cap
JPH10205090A (en) * 1997-01-27 1998-08-04 Kubota Corp Flashing structure of roof gable eaves and eaves member
US20050183345A1 (en) * 2004-02-17 2005-08-25 Allen L. R. Kickout flashing and associated assembly and method
JP2008223367A (en) * 2007-03-14 2008-09-25 Matsushita Electric Works Ltd Inward bent joint for eaves gutters
JP2011032746A (en) * 2009-08-03 2011-02-17 Mitsubishi Plastics Inc Gable decorative plate

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4941556Y1 (en) * 1969-04-30 1974-11-14
JPS61113826U (en) * 1984-12-28 1986-07-18
JPH03281858A (en) * 1990-03-30 1991-12-12 Hokuto Kogyo Kk Water drip device for eaves end section for roof set continuously on external wall
JPH0635466U (en) * 1992-10-16 1994-05-13 泰仁 望月 Covering material for eaves tip
JPH0683826U (en) * 1993-05-14 1994-12-02 ミサワホーム株式会社 Rain gutter mounting structure
JPH0960223A (en) * 1995-08-23 1997-03-04 Ota Kosan:Kk Plate piece for eave tip drip cap
JPH10205090A (en) * 1997-01-27 1998-08-04 Kubota Corp Flashing structure of roof gable eaves and eaves member
US20050183345A1 (en) * 2004-02-17 2005-08-25 Allen L. R. Kickout flashing and associated assembly and method
JP2008223367A (en) * 2007-03-14 2008-09-25 Matsushita Electric Works Ltd Inward bent joint for eaves gutters
JP2011032746A (en) * 2009-08-03 2011-02-17 Mitsubishi Plastics Inc Gable decorative plate

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