JPH0941598A - Structure of building wall-side - Google Patents

Structure of building wall-side

Info

Publication number
JPH0941598A
JPH0941598A JP19562495A JP19562495A JPH0941598A JP H0941598 A JPH0941598 A JP H0941598A JP 19562495 A JP19562495 A JP 19562495A JP 19562495 A JP19562495 A JP 19562495A JP H0941598 A JPH0941598 A JP H0941598A
Authority
JP
Japan
Prior art keywords
plate
wall
base plate
joiner
fitted
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.)
Granted
Application number
JP19562495A
Other languages
Japanese (ja)
Other versions
JP3154319B2 (en
Inventor
Mitsuo Fujiie
充朗 藤家
Nobuyuki Nagaoka
伸行 長岡
Takeshi Takagishi
毅 高岸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui House Ltd
Original Assignee
Sekisui House Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP19562495A priority Critical patent/JP3154319B2/en
Publication of JPH0941598A publication Critical patent/JPH0941598A/en
Application granted granted Critical
Publication of JP3154319B2 publication Critical patent/JP3154319B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Building Environments (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve the finish, eliminate furring strips and the like, and reduce the labor in execution of works and cost by raising a drip cap composed of a rail, a joiner and a drip plate to a rise bed plate. SOLUTION: A specified interval between a roof board 2 of a building and an onter wall panel 5 upward of the roof board 2 is set, and a drip cap 9 is attached to a bed plate 7 fixed on a framework 1 between the roof board 2 and an outer wall panel 5. The drip cap 9 consists of a rail 12, a joiner 13 having an eaves support part and a drip plate 14. And the rail 12 is attached to the bed plate 7, and a fitting part of the eaves support part is engaged with and fixed on the engaging part of the rail 12. Next, the locking part of the drip plate 14 is locked to the locking part of the engaging part and the fitting part, the fitting part of the joiner 13 is blocked by the base plate of the drip plate 14, and an eaves plate is mounted on the eaves support part.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、のし水切を用い
た建物の壁際構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wall structure of a building using a drainage drain.

【0002】[0002]

【従来の技術】図12,13に示すように、従来のこの
種の建物の壁際構造としては、骨組材としての軸組1
と、野地板2と、該野地板2上に固定された屋根材4
と、前記野地板4より上方の位置に所定間隔を開けて軸
組1に取付けられた外壁パネル5と、該外壁パネル5と
野地板2の間で立上げ下地スペーサ6を介して軸組1に
固定された立上げ下地板7と、該立上げ下地板7に固定
された胴縁21と、該胴縁21に取付けられたのし水切
29とを備えたものが知られている。
2. Description of the Related Art As shown in FIGS. 12 and 13, as a conventional wall structure of a building of this type, a framework 1 as a frame member is used.
, The base plate 2, and the roofing material 4 fixed on the base plate 2
And an outer wall panel 5 mounted on the frame assembly 1 at a position above the field board 4 with a predetermined gap, and a frame assembly 1 between the outer wall panel 5 and the field board 2 via a stand-up base spacer 6. It is known that the rising base plate 7 fixed to the rising base plate 7, the furring strip 21 fixed to the rising base plate 7, and the drainage 29 attached to the furring strip 21 are known.

【0003】図12に示すように、建物の軒面の壁際構
造においては、前記立上げ下地板7及び野地板2の表面
に防水シート10が敷設されており、前記屋根材4は、
該防水シート10や取付け桟11等を介して野地板2上
に固定されている。該屋根材4の上縁付近には、その下
面の形状を屋根材4の凹凸に合わせて形成した合成樹脂
発泡体等からなる面戸材3が接着固定されており、該面
戸材3の上面と立上げ下地板7の間を繋ぐように且つ面
戸材3を押さえ付けるようにして、長尺で且つ横断面略
くの字状に形成された壁際水切8が前記防水シート10
を介して立上げ下地板7に取付けられている。前記胴縁
21は、防水シート10及び壁際水切8を介して立上げ
下地板7に固定されており、該胴縁21には、防水シー
ト10を介して長尺で且つ横断面略W字状に形成された
のし水切29が、着色亜鉛釘等の止着部材22により取
付けられている。また、該のし水切29は、シーリング
材Sにより外壁パネル5との間を目地シーリングされて
いる。
As shown in FIG. 12, in a wall structure on the eaves of a building, a waterproof sheet 10 is laid on the surfaces of the stand-up base plate 7 and the base plate 2, and the roof material 4 is
It is fixed on the field board 2 through the waterproof sheet 10, the mounting bar 11, and the like. Near the upper edge of the roof material 4, a door material 3 made of a synthetic resin foam or the like whose bottom surface shape is formed to match the irregularities of the roof material 4 is adhered and fixed. The waterproof sheet 10 has a wall drainer 8 formed in a long shape and having a substantially V-shaped cross section so as to connect the upper surface and the standing base plate 7 and press the surface door material 3.
It is attached to the start-up base plate 7 via. The furring strip 21 is fixed to the starting base plate 7 via a waterproof sheet 10 and a water drain 8 near the wall, and the furring strip 21 is long and has a substantially W-shaped cross section through the waterproof sheet 10. The drainage 29 formed in the above is attached by a fastening member 22 such as a colored zinc nail. The drainage 29 is jointly sealed with the outer wall panel 5 by a sealing material S.

【0004】図13に示すように、建物の妻面の壁際構
造においては、上記の面戸材3や壁際水切8に代えて、
屋根材4、立上げ下地板7、及び野地板2の間に横断面
凹状に形成された捨谷板17が取付けられている。該捨
谷板17は、屋根材4と立上げ下地板7の隙間Cに雨水
が浸入した場合でも、下方に排水できるようにしたもの
である。
As shown in FIG. 13, in the end wall structure of the end face of the building, instead of the above door material 3 and the end wall drainer 8,
A trough plate 17 having a concave cross section is attached between the roof material 4, the rising base plate 7, and the field plate 2. The drain troughs 17 are designed so that even if rainwater enters the gap C between the roofing material 4 and the standing base plate 7, it can be drained downward.

【0005】前記のし水切29は、1〜2m程度の長さ
に形成されたものであり、上記のように止着部材22に
より胴縁21に取付けられるが、図14に示すように、
該のし水切29のジョイント部29bにおいては、端部
相互が重合されてシーリング材によりシーリングされて
いる。
The drainer 29 is formed to have a length of about 1 to 2 m and is attached to the furring strip 21 by the fastening member 22 as described above, but as shown in FIG.
In the joint portion 29b of the drainage 29, the ends are superposed and sealed with a sealing material.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、上記の
ような建物の壁際構造においては、のし水切29の取付
けに胴縁21等を必要とするので、施工省力化やコスト
ダウンを図りにくいという問題点がある。
However, in the above-mentioned wall-side structure of a building, since the furring strip 21 and the like are required to mount the drainage drain 29, it is difficult to save labor and reduce costs. There is a point.

【0007】また、のし水切29のジョイント部29b
においては、端部相互を重合するために通りが出にくい
と共に、シーリングした部分の外観も不良である。さら
に、該のし水切29の胴縁21への取付けには着色亜鉛
釘等の止着部材22が用いられ、該止着部材22の頭部
がのし水切29の表面に露出するので、外観が不良であ
る。このように、従来の建物の壁際構造においては、の
し水切29の仕上がりが良好でないという問題点があ
る。
Further, the joint portion 29b of the drainage 29
In the case of (1), it is difficult to pass through because the ends are polymerized with each other, and the appearance of the sealed portion is also poor. Further, a fastening member 22 such as a colored zinc nail is used to attach the drainage 29 to the furring strip 21, and the head of the fastening member 22 is exposed on the surface of the drainage drain 29, so that the appearance Is bad. As described above, in the conventional wall structure of the building, there is a problem that the finish of the drainage 29 is not good.

【0008】この発明は、以上のような問題点に鑑みて
なされたものであり、施工省力化及びコストダウンが可
能であると共に、のし水切の仕上がりが良好な建物の壁
際構造を提供することを目的とする。
[0008] The present invention has been made in view of the above problems, and provides a structure near the wall of a building in which the labor saving in construction and the cost reduction are possible and the finish of drainage is good. With the goal.

【0009】[0009]

【課題を解決するための手段】上記目的を達成するため
の手段とするところは、第1に、建物の野地板と該野地
板より上方の位置に所定間隔を開けて軸組に取付けた外
壁パネルの間で軸組に固定された立上げ下地板と、前記
野地板上の屋根材より上方の所定位置に取付けられたの
し水切とを備えた建物の壁際構造において、前記のし水
切を立上げ下地板に取付けたことにある。
The means for achieving the above-mentioned objects are as follows. Firstly, the ground plate of a building and an outer wall attached to a frame at a position above the ground plate with a predetermined gap. In a wall-side structure of a building including a rising base plate fixed to a frame between panels and a drainage drainer installed at a predetermined position above the roof material on the base plate, the drainage drainage member is provided. It has been installed on the starting base plate.

【0010】第2に、前記のし水切が、長手方向に延び
た嵌合部を有する前記立上げ下地板に取付けられるレー
ルと、前記嵌合部に嵌合して固定される被嵌合部と該被
嵌合部の下縁から斜め下方に突出した庇支持部とからな
ると共に、前記被嵌合部及び庇支持部にそれぞれ係止部
を形成したジョイナーと、該ジョイナーのそれぞれの係
止部に係止される係合部を具備し、且つ、前記ジョイナ
ーの被嵌合部を塞ぐ基板と前記庇支持部上に載置される
庇板を有する水切板と、からなることにある。
Secondly, the drainer is attached to the rising base plate having a fitting portion extending in the longitudinal direction, and the fitted portion fixed to the fitting portion by fitting. And a canopy support portion that protrudes obliquely downward from the lower edge of the fitted portion, and each of the joiner and the eaves support portion has a locking portion, and each of the joiners is locked. And a draining plate having an eaves plate mounted on the eaves support part, the substrate having an engagement part that is locked to the part, and closing the fitted part of the joiner.

【0011】第3に、前記のし水切が、長手方向に延び
た嵌合部を有する前記立上げ下地板に取付けられるレー
ルと、前記嵌合部に嵌合して固定される被嵌合部と該被
嵌合部の下縁から斜め下方に突出した庇支持部とからな
ると共に、前記被嵌合部に係止部を形成したジョイナー
と、該ジョイナーの係止部に係止される係合部を具備
し、且つ、前記ジョイナーの被嵌合部を塞ぐ基板と前記
庇支持部上に載置される庇板を有する水切板と、からな
ることにある。
Thirdly, the drainer is mounted on the rising base plate having a fitting portion extending in the longitudinal direction, and a fitted portion fitted and fixed to the fitting portion. And a canopy support portion projecting obliquely downward from the lower edge of the fitted portion, and a joiner having a fitting portion formed on the fitted portion, and a member engaged with the fitting portion of the joiner. It is composed of a substrate having a joint portion and closing a fitted portion of the joiner, and a draining plate having an eave plate placed on the eave support portion.

【0012】第4に、前記ジョイナーの庇支持部と前記
水切板の庇板の間にクッション材を介在させたことにあ
る。
Fourthly, a cushion material is interposed between the eave support portion of the joiner and the eave plate of the draining plate.

【0013】第5に、前記立上げ下地板に、前記のし水
切と屋根材の間に突出する壁際水切を取付けたことにあ
る。
Fifthly, a wall drainer projecting between the drainer and the roof material is attached to the rising base plate.

【0014】第6に、前記壁際水切と屋根材の間に面戸
材を介在させたことにある。
Sixthly, a door material is interposed between the water draining on the wall and the roof material.

【0015】第7に、前記屋根材、立上げ下地板、及び
野地板の間に横断面凹状に形成された捨谷板を取付けた
ことにある。
Seventhly, a sloping trough plate having a concave cross section is attached between the roofing material, the rising base plate, and the ground plate.

【0016】第8に、前記立上げ下地板及び野地板の表
面に防水シートを敷設したことにある。
Eighth, a waterproof sheet is laid on the surfaces of the starting base plate and the ground plate.

【0017】[0017]

【発明の実施の形態】以下、この発明の実施の形態を図
に基づいて説明する。なお、既述の従来技術と同じ構成
については、同一符号を付してその説明を省略する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. The same components as those of the above-described conventional technique are designated by the same reference numerals and the description thereof will be omitted.

【0018】図1に示すように、この実施の形態に係る
建物の軒面の壁際構造は、骨組材としての軸組1と、野
地板2と、該野地板2上に固定され且つその上面に面戸
材3を固定した屋根材4と、前記野地板2より上方の位
置に所定間隔を開けて軸組1に取付けられた外壁パネル
5と、該外壁パネル5と野地板2の間で立上げ下地スペ
ーサ6を介して軸組1に固定された立上げ下地板7と、
前記面戸材3の上面と立上げ下地板7の間を繋ぐように
取付けられた壁際水切8と、前記立上げ下地板7に取付
けられ且つ前記外壁パネル5との間をシーリング材Sに
より目地シーリングされたのし水切9とを備えたもので
ある。
As shown in FIG. 1, an eaves-side wall structure of a building according to this embodiment has a frame 1 as a frame member, a base plate 2, and a top plate fixed on the base plate 2. Between the roof material 4 having the door material 3 fixed thereto, the outer wall panel 5 attached to the framework 1 at a position above the field board 2 at a predetermined interval, and between the outer wall panel 5 and the field board 2. A startup base plate 7 fixed to the framework 1 via a startup base spacer 6;
A sealing material S is provided between the upper surface of the surface door material 3 and the rising base plate 7 so as to connect between the wall drainer 8 and the rising base plate 7 and the outer wall panel 5 with a sealing material S. It is provided with a drainage 9 which is sealed.

【0019】前記外壁パネル5は、野地板2より上方の
位置に所定間隔を開けて軸組1に取付けられたものであ
り、該外壁パネル5としては、目的に応じて例えばコン
クリートパネルや、あるいは片面又は両面に面材を有す
る木製パネル等を用いることができる。
The outer wall panel 5 is attached to the frame assembly 1 at a predetermined interval above the field board 2, and the outer wall panel 5 may be, for example, a concrete panel or, depending on the purpose. A wood panel or the like having a face material on one side or both sides can be used.

【0020】前記立上げ下地板7は、2枚の板体6a,
6bをあらかじめ貼り合わせて形成された立上げ下地ス
ペーサ6を介して外壁パネル5と野地板2の間で軸組1
に固定されており、該立上げ下地板7及び野地板2の表
面には、合成ゴムあるいはアスファルトルーフィング等
からなる防水シート10が必要に応じて敷設されてい
る。
The starting base plate 7 is composed of two plate members 6a,
A frame assembly 1 is provided between the outer wall panel 5 and the base plate 2 through a stand-up base spacer 6 formed by pasting 6b together.
A waterproof sheet 10 made of synthetic rubber, asphalt roofing, or the like is laid on the surfaces of the starting base plate 7 and the base plate 2 as required.

【0021】前記屋根材4は、前記防水シート10上の
取付け桟11等を介して野地板2上に固定されている。
該屋根材4の上縁付近には、その下面の形状を屋根材4
の凹凸に合わせて形成した合成樹脂発泡体等からなる面
戸材3が接着固定されており、該面戸材3を押さえ付け
るようにして前記壁際水切8が、防水シート10を介し
て立上げ下地板7に取付けられている。該壁際水切8
は、長尺で且つ横断面略くの字状に形成されて前記面戸
材3の上面と立上げ下地板7の間を繋ぐように取付けら
れており、前記屋根材4と立上げ下地板7の隙間Cを塞
いでいる。なお、該壁際水切8としては、面戸材3の上
面と立上げ下地板7の間を繋ぐものであれば、他に種々
の形状のものを採用できる。また、前記立上げ下地スペ
ーサ6としては、他に一体的に形成された1枚の板体等
を用いてもよいし、あるいは該立上げ下地スペーサ6を
用いないで立上げ下地板7を軸組1に直接固定すること
もできる。
The roofing material 4 is fixed on the base plate 2 via mounting bars 11 and the like on the waterproof sheet 10.
In the vicinity of the upper edge of the roof material 4, the shape of the lower surface is
The door door material 3 made of a synthetic resin foam or the like formed in conformity with the unevenness of is adhered and fixed, and the wall-side drainer 8 is raised via the waterproof sheet 10 so as to press the door door material 3. It is attached to the base plate 7. Drain 8 near the wall
Is long and formed in a substantially V-shaped cross section, and is attached so as to connect between the upper surface of the door material 3 and the rising base plate 7, and the roof material 4 and the rising base plate are attached. The gap C of 7 is closed. In addition, as the drainage 8 near the wall, various shapes can be adopted as long as they connect the upper surface of the door material 3 and the standing base plate 7. Further, as the stand-up base spacer 6, one plate body or the like integrally formed may be used, or the stand-up base plate 7 may be used without using the stand-up base spacer 6. It can also be fixed directly to the set 1.

【0022】前記のし水切9は、図1〜5に示すよう
に、長手方向に延びた凹部(嵌合部)12aを有する前
記立上げ下地板7に略水平方向に取付けられるレール1
2と、該レール12に固定される被嵌合部13aと庇支
持部13bとからなるジョイナー13と、該ジョイナー
13に係止される基板14aと庇板14bとからなる水
切板14とで構成されたものである。該のし水切9を構
成するレール12、ジョイナー13、及び水切板14
は、それぞれ金属製であることが望ましく、例えばアル
ミニウムで構成することができる。また、これらの長さ
は、1〜2m程度の適当な長さに形成しておけばよい。
As shown in FIGS. 1 to 5, the drainer 9 is a rail 1 which is mounted in a substantially horizontal direction on the starting base plate 7 having a recess (fitting portion) 12a extending in the longitudinal direction.
2, a joiner 13 including a fitted portion 13a fixed to the rail 12 and an eaves support portion 13b, and a draining plate 14 including a base plate 14a locked to the joiner 13 and an eaves plate 14b. It was done. A rail 12, a joiner 13, and a draining plate 14 which constitute the drainage 9
Are preferably made of metal, for example, aluminum. In addition, these may be formed to have an appropriate length of about 1 to 2 m.

【0023】前記レール12は、横断面凹状に形成され
て長手方向に延びた凹部12aを有するものであり、前
記外壁パネル5の下面に当接するようにして、略水平方
向で且つ前記凹部12aの開口側を外側に向けた状態で
前記立上げ下地板7に取付けられる。この際、図3に示
すように、そのジョイント部12bは、端部相互を横方
向に接合するようにして取付けられるが、一方のレール
12の端部に、他方のレール12の端部の隙間12cに
挿入する接合用突起12dを形成しておけば、レール1
2相互の接合や通り出しを容易に行うことができる。
The rail 12 has a concave portion 12a which is formed in a concave shape in a transverse cross section and extends in the longitudinal direction. The rail 12 is in a substantially horizontal direction so as to come into contact with the lower surface of the outer wall panel 5, and the concave portion 12a. It is attached to the rising base plate 7 with the opening side facing outward. At this time, as shown in FIG. 3, the joint portion 12b is attached so that the end portions thereof are joined laterally, but a gap between the end portions of one rail 12 and the other rail 12 is formed. If the joining projection 12d to be inserted into 12c is formed, the rail 1
It is possible to easily join or pass the two.

【0024】前記ジョイナー13は、前記凹部12aに
嵌合して固定される凸部13cを形成した被嵌合部13
aと、該被嵌合部13aの下縁から斜め下方に突出した
庇支持部13bとからなると共に、前記被嵌合部13a
の上縁及び庇支持部13bの端縁にそれぞれ係止部13
d,13eを形成したものである。前記被嵌合部13a
は、横断面凹状に形成されており、その両側片13fを
連結する連結片13gの外側に横断面凸状の凸部13c
が形成されている。該被嵌合部13aをレール12に固
定する際には、凸部13cを前記凹部12aに嵌合する
ようにしてビス15等で止着すればよい。前記庇支持部
13bは、前記被嵌合部13aの下縁、すなわち下方の
側片13fの端縁から外側の斜め下方に突出したもので
あり、その端縁には、下方に折曲して形成された係止部
13eを有している。また、上方の側片13fは斜め上
方に突出しており、その端縁には爪状に形成された係止
部13dを有している。さらに、図4に示すように、前
記庇支持部13b等の上面には、テープ状に切断された
ゴムシート等からなるクッション材16を必要に応じて
貼付けることができる。
The joiner 13 is a fitted portion 13 having a convex portion 13c which is fitted and fixed in the concave portion 12a.
a and an eaves support portion 13b that projects obliquely downward from the lower edge of the fitted portion 13a, and the fitted portion 13a
The locking portion 13 is provided on the upper edge of the upper portion and the end edge of the eaves supporting portion 13b, respectively.
d and 13e are formed. The fitted portion 13a
Is formed to have a concave cross section, and a convex portion 13c having a convex cross section is formed on the outside of the connecting piece 13g for connecting both side pieces 13f thereof.
Are formed. When the fitted portion 13a is fixed to the rail 12, the convex portion 13c may be fixed to the concave portion 12a with screws 15 or the like. The eaves support portion 13b projects outwardly and obliquely downward from the lower edge of the fitted portion 13a, that is, the edge of the lower side piece 13f, and the edge is bent downward. It has the formed locking portion 13e. Further, the upper side piece 13f projects obliquely upward, and has an engaging portion 13d formed in a claw shape at its end edge. Further, as shown in FIG. 4, a cushion material 16 made of a tape-cut rubber sheet or the like can be attached to the upper surface of the eave support portion 13b or the like, if necessary.

【0025】前記水切板14は、基板14aと該基板1
4aの下縁から斜め下方に突出した庇板14bとから横
断面略くの字状に形成されたものである。前記基板14
aの上縁及び庇板14bの下面には、前記ジョイナー1
3のそれぞれの係止部13d,13eに係止される係合
部14d,14eがそれぞれ形成されており、該基板1
4aの係合部14dは前記庇板14bに対して反対側に
突出して爪状に形成され、庇板14bの係合部14eは
横断面鉤状に形成されている。該水切板14を前記ジョ
イナー13に係止する際には、基板14aが前記ジョイ
ナー13の被嵌合部13aを塞ぎ且つ庇板14bが前記
庇支持部13b上に載置されるようにして、係合部14
d,14eを前記係止部13d,13eにそれぞれ係止
すればよい。ここで、既述のクッション材16をジョイ
ナー13の庇支持部13b等の上面にあらかじめ貼付け
ておいた場合には、該クッション材16が庇支持部13
bと水切板14の庇板14bの間に介在することになる
ので、水切板14は、該クッション材16の弾性力に抗
して係止され、図5に示す係止後においては、ジョイナ
ー13から外れる方向に付勢されているので、ガタツキ
を生じることなくより強固に係止することができる。
The draining plate 14 includes a substrate 14a and the substrate 1
It is formed in a substantially V-shaped cross section from an eaves plate 14b projecting obliquely downward from the lower edge of 4a. The substrate 14
On the upper edge of a and the lower surface of the eaves board 14b, the joiner 1
3 are formed with engaging portions 14d and 14e which are engaged with the respective engaging portions 13d and 13e.
The engaging portion 14d of 4a projects toward the opposite side of the eaves plate 14b and is formed into a claw shape, and the engaging portion 14e of the eaves plate 14b is formed into a hook shape in cross section. When the draining plate 14 is locked to the joiner 13, the board 14a closes the fitted part 13a of the joiner 13 and the eaves plate 14b is placed on the eaves supporting part 13b. Engaging part 14
d and 14e may be locked to the locking portions 13d and 13e, respectively. Here, when the above-mentioned cushion material 16 is pasted on the upper surface of the eaves support portion 13b of the joiner 13 in advance, the cushion material 16 is used.
5b and the eaves plate 14b of the draining plate 14, the draining plate 14 is locked against the elastic force of the cushion material 16, and after the locking shown in FIG. Since it is biased in the direction away from 13, it can be locked more firmly without rattling.

【0026】上記のようにしてレール12,ジョイナー
13,及び水切板14からなるのし水切9を立上げ下地
板7に取付けた後は、図1に示すように、該のし水切9
と外壁パネル5の間を変成シリコーン等からなるシーリ
ング材Sで目地シーリングするのが望ましく、このよう
に目地シーリングしておけば、のし水切9と立上げ下地
板7の間からの雨水の浸入を防止することができる。
After the drainage drainer 9 comprising the rail 12, the joiner 13 and the drainage plate 14 is mounted on the rising base plate 7 as described above, the drainage drainer 9 is attached as shown in FIG.
It is desirable to jointly seal the space between the outer wall panel 5 and the outer wall panel 5 with a sealing material S made of modified silicone or the like. If such joint sealing is performed, infiltration of rainwater from between the drainage drain 9 and the rising base plate 7 will be performed. Can be prevented.

【0027】このように、前記のし水切9を立上げ下地
板7に取付けておけば、従来の胴縁等が不必要となり、
これらの準備や取付けの手間を省くことができる。ま
た、前記ジョイナー13は、被嵌合部13aをレール1
2の凹部12aに嵌合するようにして固定されるので、
レール12を立上げ下地板7に取付ける際に通り出しを
行っておけば、該レール12に固定されるジョイナー1
3は、特別な操作を伴うことなく通りが出ることとな
る。従って、該通りが出ているジョイナー13に係止さ
れる水切板14の通りも出ることとなる。ここで、前記
レール12のジョイント部12bは、端部相互を重合せ
ずに横方向に接合するようにして取付けられるので、通
り出しを容易に行うことができる。また、前記水切板1
4のジョイント部においても、端部相互を重合せずに横
方向に接合するようにしてジョイナー13に係止できる
と共に、この係止の際にも止着部材を必要としないの
で、外観が良好となる。さらに、該水切板14は、庇板
14bがジョイナー13の庇支持部13b上に載置され
て支持されるように係止されるので、該庇板14bの風
による揺動や変形等を防止することができる。
As described above, if the drainage 9 is attached to the stand-up base plate 7, the conventional furring strip or the like becomes unnecessary,
It is possible to save the preparation and installation work. Further, the joiner 13 connects the fitted portion 13a to the rail 1
Since it is fixed so as to fit into the concave portion 12a of 2,
The joiner 1 fixed to the rail 12 if the rail 12 is pushed out when the rail 12 is attached to the starting base plate 7.
No. 3 will come out of the street without any special operation. Therefore, the street of the draining plate 14 which is locked to the joiner 13 where the street is exposed also comes out. Here, since the joint portion 12b of the rail 12 is attached so as to be joined in the lateral direction without overlapping the end portions, the passage can be easily performed. Also, the draining plate 1
Also in the joint portion of 4, the end portions can be joined to each other in the lateral direction without being overlapped with each other and can be locked to the joiner 13, and at the time of locking, a fastening member is not required, so that the appearance is good. Becomes Further, the draining plate 14 is locked so that the eaves plate 14b is placed and supported on the eaves supporting portion 13b of the joiner 13, so that the eaves plate 14b is prevented from rocking or deforming due to the wind. can do.

【0028】また、前記水切板14の端縁からのし水切
9の下方に雨水が浸入することがあるので、この実施の
形態のように、前記立上げ下地板7に、のし水切9と屋
根材4の間に突出する壁際水切8を取付けておけば、屋
根材4と立上げ下地板7の隙間Cへの雨水の浸入を防止
することができる。
Further, since rainwater may infiltrate from the edge of the water draining plate 14 to the lower part of the draining water draining member 9, as in this embodiment, the draining water draining member 9 is added to the rising base plate 7. By installing a wall drainer 8 protruding between the roof materials 4, it is possible to prevent rainwater from entering the gap C between the roof material 4 and the standing base plate 7.

【0029】さらに、前記壁際水切8と屋根材4の間に
面戸材3を介在させておけば、該面戸材3により壁際水
切8と屋根材4の間が塞がれてそこからの雨水の浸入を
防止できるので、前記屋根材4と立上げ下地板7の隙間
Cへの雨水の浸入をより効果的に防止することができ
る。ここで、屋根材4の上面が凹凸を有する場合は、こ
の実施の形態のように、面戸材3の下面の形状をこの凹
凸に合わせて形成しておけばよい。また、該面戸材3
は、例えば合成樹脂発泡体等で構成することができる
が、これを壁際水切8と屋根材4の間に介在させるに
は、あらかじめ面戸材3を屋根材4上に接着固定した
後、該面戸材3を押さえ付けるようにして壁際水切8を
立上げ下地板7に取付ければよい。
Further, if the door material 3 is interposed between the wall drainer 8 and the roof material 4, the door material 3 closes the gap between the wall drainer 8 and the roof material 4, and Since it is possible to prevent rainwater from entering, it is possible to more effectively prevent rainwater from entering the gap C between the roof material 4 and the rising base plate 7. Here, when the upper surface of the roofing material 4 has unevenness, the shape of the lower surface of the door material 3 may be formed so as to match the unevenness, as in this embodiment. Also, the door material 3
Can be made of, for example, a synthetic resin foam or the like, but in order to interpose it between the wall drainer 8 and the roof material 4, after the door material 3 is bonded and fixed onto the roof material 4 in advance, The drain 8 at the wall may be raised and attached to the base plate 7 so as to hold down the door material 3.

【0030】そして、前記立上げ下地板7及び野地板2
の表面に防水シート10を敷設しておけば、前記のし水
切9や壁際水切8等を越えて雨水が浸入した場合でも、
立上げ下地板7や野地板2への雨水の漏れを確実に防止
することができる。
Then, the starting base plate 7 and the base plate 2
If a waterproof sheet 10 is laid on the surface of the, even if rainwater enters beyond the drainage 9 and the drainage 8 near the wall,
It is possible to reliably prevent the rainwater from leaking to the startup base plate 7 and the field plate 2.

【0031】また、図6に示すように、建物の出隅部等
のコーナー部においては、該のし水切9を構成する上記
の部材12,13,14のうち少なくとも水切板14
を、該コーナー部に適合するように平面視で略L字型に
形成しておけばよい。この際、レール12やジョイナー
13のコーナー部に隙間Dが形成された場合でも、上記
のように目地シーリングしておけば、雨水の浸入を防止
できる。
Further, as shown in FIG. 6, at a corner portion such as a projecting corner portion of a building, at least a draining plate 14 among the above-mentioned members 12, 13, 14 constituting the drainage 9 is provided.
May be formed in a substantially L shape in plan view so as to fit the corner portion. At this time, even if the gap D is formed in the corner portion of the rail 12 or the joiner 13, if the joint sealing is performed as described above, infiltration of rainwater can be prevented.

【0032】図7に示すように、この実施の形態に係る
建物の妻面の壁際構造は、上記の軒面の場合とほぼ同様
であるが、上記の面戸材3及び壁際水切8に代えて、屋
根材4、立上げ下地板7、及び野地板2の間に横断面凹
状に形成された捨谷板17を取付けたものである。
As shown in FIG. 7, the structure of the gable face of the building according to this embodiment is almost the same as that of the eaves face as described above, but instead of the door material 3 and the wall drainer 8 described above. A roof trough plate 17 having a concave cross section is attached between the roof material 4, the rising base plate 7, and the base plate 2.

【0033】前記捨谷板17は、雨水がのし水切9の下
方に浸入し、さらに屋根材4と立上げ下地板7の隙間C
に浸入した場合でも、下方に排水できるようにしたもの
であり、このように捨谷板17を取付けておけば、野地
板2上への雨水の漏れを防止することができる。ここ
で、前記のし水切9は、上記とほぼ同様に構成されてい
るが、この妻面においては、レール12は野地板2に対
して略平行方向、すなわち略水平方向から所定角度傾け
て取付けられる。
The above-mentioned trough plate 17 allows rainwater to infiltrate below the drainage drain 9, and further, a gap C between the roofing material 4 and the starting base plate 7.
Even if it enters into, the drainage can be performed downward, and by mounting the drainboard 17 in this way, it is possible to prevent the rainwater from leaking onto the base plate 2. Here, the drainer 9 is constructed in substantially the same manner as the above, but on this end face, the rail 12 is mounted at a predetermined angle from the direction substantially parallel to the base plate 2, that is, the substantially horizontal direction. To be

【0034】また、図8に示すように、ジョイナー13
の庇支持部13b及び水切板14の庇板14bは、この
実施の形態のように必要に応じてその突出角度をより上
方に形成することができるが、前記庇支持部13bは、
板状のものに限定されるものではなく、他に例えば、複
数の棒体を斜め下方に突出するように間隔を開けて被嵌
合部13aの下縁に取付けることにより形成することも
できる。さらに、ジョイナー13の凸部13cは2段に
突出して形成してもよく、該ジョイナー13の被嵌合部
13aの形状は特に限定されるものではない。また、前
記レール12の嵌合部も、上記の凹部12aの他に種々
の形状を採用することができ、要するに該レール12の
嵌合部12aと前記ジョイナー13の被嵌合部13aが
嵌合するようにしておけばよい。さらに、係止部13
d,13e及び係合部14d,14eの位置も上記の実
施の形態に限定されるものではなく、必要に応じて他の
位置に形成することもできる。
Further, as shown in FIG.
The eaves support portion 13b and the eaves board 14b of the draining plate 14 can be formed such that the projecting angle thereof is higher than that required in this embodiment, but the eaves support portion 13b is
The present invention is not limited to the plate-like member, but may be formed by, for example, attaching a plurality of rod bodies to the lower edge of the fitted portion 13a at intervals so as to project obliquely downward. Further, the convex portion 13c of the joiner 13 may be formed so as to project in two steps, and the shape of the fitted portion 13a of the joiner 13 is not particularly limited. Also, the fitting portion of the rail 12 can adopt various shapes other than the recess 12a, that is, the fitting portion 12a of the rail 12 and the fitted portion 13a of the joiner 13 are fitted together. You just have to do it. Further, the locking portion 13
The positions of d, 13e and the engaging portions 14d, 14e are not limited to those in the above embodiment, and may be formed at other positions as necessary.

【0035】図9に示すように、他の実施の形態に係る
建物の軒面の壁際構造は、上記の実施の形態とほぼ同様
であるが、屋根材4として、カラーベスト等の平板状の
屋根材4を用いたものである。この場合、該屋根材4の
上面は平坦であるので、壁際水切8の端縁を大きな隙間
を開けることなく屋根材4に近接させて取付けることが
でき、面戸材3を用いないでも屋根材4と立上げ下地板
7の隙間Cへの雨水の浸入を防止することができる。ま
た、この場合の妻面においては、上記と同様に捨谷板1
7を取付けておけばよい。
As shown in FIG. 9, the structure of the wall of the eaves surface of the building according to another embodiment is almost the same as that of the above embodiment, but the roofing material 4 is a flat plate such as a color vest. The roofing material 4 is used. In this case, since the upper surface of the roofing material 4 is flat, it is possible to attach the edge of the water draining part 8 near the wall to the roofing material 4 without making a large gap, and the roofing material 3 is not used. It is possible to prevent rainwater from entering the gap C between the stand 4 and the stand-up base plate 7. In addition, in the gable surface in this case, as in the above,
You only need to attach 7.

【0036】図10,11に示すように、他の実施の形
態に係るのし水切19は、建物の軒面及び妻面における
既述の実施の形態とほぼ同様であるが、一の係止部13
eを、ジョイナー13の庇支持部13bの端縁に代え
て、他の係止部13dと庇支持部13bの間に突出して
爪状に形成し、一の係合部14eを、水切板14の庇板
14bの下面に代えて、他の係合部14dの下方に形成
したものである。このように、係止部13d,13eを
ジョイナー13の被嵌合部13aに、また係合部14
d,14eを水切板14の基板14aにそれぞれ近接し
た位置に形成しているので、ジョイナー13に水切板1
4を係止する際には、庇板14bが庇支持部13b上に
載置されるようにして基板14aをジョイナー13の被
嵌合部13aを塞ぐように押し付ければ、ワンタッチで
係止が完了する。従って、のし水切19の施工時間を短
縮化することができる。なお、係止部13d,13e及
び係合部14d,14eの位置は、この実施の形態に限
定されるものではなく、必要に応じて他の位置に形成す
ることもできる。また、のし水切9,19の水切板14
をジョイナー13に係止する手段としては、既述の爪状
や鉤状のもの等に限定されるものではなく、種々の従来
技術を利用することができる。
As shown in FIGS. 10 and 11, a drainage 19 according to another embodiment is almost the same as the above-described embodiment on the eaves and gables of a building, but with one locking. Part 13
e instead of the end edge of the eaves support portion 13b of the joiner 13, is formed between the other locking portion 13d and the eaves support portion 13b to form a claw shape, and one engagement portion 14e is formed as a draining plate 14 Instead of the lower surface of the eaves plate 14b, it is formed below the other engaging portion 14d. In this way, the locking portions 13d and 13e are attached to the fitted portion 13a of the joiner 13 and the engaging portion 14
Since d and 14e are formed at positions close to the substrate 14a of the draining plate 14, the drainer plate 1 is attached to the joiner 13.
When locking 4, the eaves board 14b is placed on the eaves supporting portion 13b so that the board 14a is pressed so as to close the fitted portion 13a of the joiner 13, and the locking is performed with one touch. Complete. Therefore, the construction time of the drainage 19 can be shortened. The positions of the locking portions 13d, 13e and the engaging portions 14d, 14e are not limited to those in this embodiment, and may be formed at other positions as necessary. In addition, the draining plate 14 of the drainage 9 and 19
The means for engaging with the joiner 13 is not limited to the above-mentioned claw-shaped or hook-shaped means, but various conventional techniques can be used.

【0037】[0037]

【発明の効果】以上のように、請求項1記載の建物の壁
際構造によれば、のし水切を立上げ下地板に取付けるこ
とにより従来の胴縁等を不必要としたので、これらの準
備や取付けの手間を省くことができ、施工省力化やコス
トダウンを図ることができる。
As described above, according to the structure of the wall of the building according to the first aspect, the conventional furring strips and the like are unnecessary by attaching the drainage drain to the rising base plate, and therefore preparations for them are made. It is possible to save the labor of installation and installation, and it is possible to reduce the labor and cost of construction.

【0038】請求項2記載の建物の壁際構造によれば、
のし水切が、立上げ下地板に取付けられるレールと、該
レールに固定されるジョイナーと、該ジョイナーに係止
される水切板とから構成され、前記ジョイナーをレール
に固定する際に、ジョイナーの被嵌合部をレールの嵌合
部に嵌合するので、レールを立上げ下地板に取付ける際
に通り出しを行っておけば、ジョイナーは、特別な操作
を伴うことなく通りが出ることになり、該ジョイナーに
係止される水切板の通りも出る。この場合、レールの通
り出しは容易であるので、短時間でのし水切の通り出し
を行うことができる。また、立上げ下地板にレールを取
付けるので、のし水切の施工及び仕上がりに対する立上
げ下地板の不陸による影響を少なくすることができる。
さらに、水切板のジョイント部においては、端部相互を
重合せずに横方向に接合するようにしてジョイナーに係
止でき、この係止の際にも止着部材を必要としないの
で、仕上がりの良好なのし水切を施工することができ
る。加えて、水切板は、庇板がジョイナーの庇支持部上
に載置されて支持されるように係止されるので、該庇板
の風による揺動や変形等を防止でき、庇板をより大型化
することもできる。
According to the structure of the wall of the building according to claim 2,
The drainage drain is composed of a rail attached to the startup base plate, a joiner fixed to the rail, and a drainage plate locked to the joiner, and when fixing the joiner to the rail, Since the mated part is mated to the mating part of the rail, if the rail is pulled out when mounting the rail to the base plate, the joiner will pass through without any special operation. , The street of the draining board locked by the joiner also comes out. In this case, since the rail can be easily pushed out, the drainage can be performed in a short time. Further, since the rail is attached to the rising base plate, it is possible to reduce the influence of unevenness of the rising base plate on the construction and finish of drainage.
Furthermore, at the joint part of the draining plate, it can be locked to the joiner by joining the ends in a lateral direction without overlapping each other. A good drainage can be constructed. In addition, since the draining plate is locked so that the eaves plate is placed and supported on the eaves support part of the joiner, it is possible to prevent the eaves plate from rocking or deforming due to the wind, and It can be made larger.

【0039】請求項3記載の建物の壁際構造によれば、
前記ジョイナーの係止部を庇支持部に形成することによ
り、水切板の係合部との係止をワンタッチで可能とした
ので、のし水切の施工短縮化を図ることができる。
According to the wall structure of the building according to claim 3,
By forming the engagement portion of the joiner on the eaves support portion, the engagement with the engagement portion of the draining plate can be performed with one touch, so that the drainage drainage can be shortened.

【0040】請求項4記載の建物の壁際構造によれば、
ジョイナーの庇支持部と水切板の庇板の間にクッション
材を介在させることにより、水切板をジョイナーから外
れる方向に付勢しているので、水切板をガタツキを生じ
ることなくジョイナーにより強固に係止することができ
る。
According to the structure of the wall of the building according to claim 4,
By interposing a cushioning material between the eaves support part of the joiner and the drain plate, the drain plate is urged in the direction away from the joiner, so the drain plate is locked firmly by the joiner without rattling. be able to.

【0041】請求項5記載の建物の壁際構造によれば、
立上げ下地板に、のし水切と屋根材の間に突出する壁際
水切を取付けているので、建物の軒面においては、前記
のし水切の下方に雨水が浸入した場合でも、屋根材と立
上げ下地板の隙間への雨水の浸入を防止することができ
る。
According to the structure of the wall of the building according to claim 5,
Since a wall drainer protruding between the drainer and the roofing material is attached to the start-up base plate, even if rainwater penetrates below the drainer on the eaves of the building, it will stand upright with the roofing material. It is possible to prevent rainwater from entering the gaps between the raising base plates.

【0042】請求項6記載の建物の壁際構造によれば、
前記壁際水切と屋根材の間に面戸材3を介在させること
により、壁際水切と屋根材の間を塞いでいるので、該壁
際水切と屋根材の間からの雨水の浸入を防止でき、前記
屋根材と立上げ下地板の隙間への雨水の浸入をより効果
的に防止することができる。
According to the structure of the wall of the building according to claim 6,
By interposing the door material 3 between the wall-side drainer and the roof material, the space between the wall-side drainer and the roof material is blocked, so that rainwater can be prevented from entering between the wall-side drainer and the roof material. Rainwater can be more effectively prevented from entering the gap between the roofing material and the starting base plate.

【0043】請求項7記載の建物の壁際構造によれば、
屋根材、立上げ下地板、及び野地板2の間に横断面凹状
に形成された捨谷板を取付けているので、建物の妻面に
おけるのし水切の下方に雨水が浸入し、さらに屋根材と
立上げ下地板の隙間に雨水が浸入した場合でも、雨水を
下方に排水でき、野地板2上への雨水の漏れを防止する
ことができる。
According to the structure of the wall of the building according to claim 7,
Since a roof trough having a concave cross section is installed between the roof material, the starting base plate, and the base plate 2, rainwater penetrates below the drainage drain on the end face of the building, and the roof material Even if rainwater enters the gap between the starting base plate and the starting base plate, the rainwater can be drained downward and the rainwater can be prevented from leaking onto the base plate 2.

【0044】請求項8記載の建物の壁際構造によれば、
立上げ下地板及び野地板2の表面に防水シートを敷設し
ているので、前記のし水切、壁際水切、あるいは捨谷板
等を越えて雨水が浸入した場合でも、立上げ下地板や野
地板2への雨水の漏れを確実に防止することができる。
According to the structure of the wall of the building according to claim 8,
Since a waterproof sheet is laid on the surface of the starting base plate and the base plate 2, even if rainwater penetrates through the draining water, the wall draining water, or the trough plate, the starting base plate or the ground plate It is possible to reliably prevent the leakage of rainwater to the 2.

【図面の簡単な説明】[Brief description of the drawings]

【図1】実施の形態に係る建物の軒面の壁際構造を示す
側断面図。
FIG. 1 is a side cross-sectional view showing a wall-side structure on an eaves surface of a building according to an embodiment.

【図2】図1の実施の形態に係るのし水切を立上げ下地
板に取付ける様子を示す分解側断面図。
FIG. 2 is an exploded side sectional view showing a manner in which the drainage according to the embodiment of FIG. 1 is attached to a rising base plate.

【図3】図1の実施の形態に係るのし水切のレールのジ
ョイント部を示す斜視図。
FIG. 3 is a perspective view showing a joint portion of a drainage drain rail according to the embodiment shown in FIG. 1;

【図4】図3のレールにジョイナーを固定した状態を示
す斜視図。
FIG. 4 is a perspective view showing a state where a joiner is fixed to the rail of FIG.

【図5】図4のジョイナーに水切板を係止した状態を示
す斜視図。
5 is a perspective view showing a state in which a draining plate is locked to the joiner in FIG.

【図6】建物の出隅部にコーナー部用ののし水切を取付
けた状態を示す斜視図。
FIG. 6 is a perspective view showing a state where a corner drainage drainer is attached to a projecting corner of a building.

【図7】実施の形態に係る建物の妻面の壁際構造を示す
側断面図。
FIG. 7 is a side cross-sectional view showing the end wall structure of the end face of the building according to the embodiment.

【図8】図7の実施の形態に係るのし水切を立上げ下地
板に取付ける様子を示す分解側断面図。
8 is an exploded side cross-sectional view showing a state in which the drainer according to the embodiment of FIG. 7 is attached to a rising base plate.

【図9】他の実施の形態に係る建物の軒面の壁際構造を
示す側断面図。
FIG. 9 is a side sectional view showing a wall-side structure of an eaves surface of a building according to another embodiment.

【図10】建物の軒面における他の実施の形態に係るの
し水切を立上げ下地板に取付ける様子を示す側断面図。
FIG. 10 is a side cross-sectional view showing a manner of attaching a drainage drainer according to another embodiment on the eaves of a building to attach it to a rising base plate.

【図11】建物の妻面における他の実施の形態に係るの
し水切を立上げ下地板に取付ける様子を示す側断面図。
FIG. 11 is a side cross-sectional view showing a manner in which a drainage drainer according to another embodiment is attached to a rising base plate on the end face of a building.

【図12】建物の軒面における従来の壁際構造を示す側
断面図。
FIG. 12 is a side sectional view showing a conventional wall-side structure on the eaves of a building.

【図13】建物の妻面における従来の壁際構造を示す側
断面図。
FIG. 13 is a side sectional view showing a conventional wall-side structure on the end face of a building.

【図14】従来ののし水切のジョイント部を示す斜視
図。
FIG. 14 is a perspective view showing a conventional joint section for draining water.

【符号の説明】[Explanation of symbols]

1 軸組 2 野地板 3 面戸材 4 屋根材 5 外壁パネル 7 立上げ下地板 8 壁際水切 9,19 のし水切 10 防水シート 12 レール 12a 凹部(嵌合部) 13 ジョイナー 13a 被嵌合部 13b 庇支持部 13d,13e 係止部 14 水切板 14a 基板 14b 庇板 14d,14e 係合部 16 クッション材 17 捨谷板 1 Frame 2 Field plate 3 Face door material 4 Roof material 5 Exterior wall panel 7 Standing base plate 8 Draining water near the wall 9, 19 Draining water 10 Waterproof sheet 12 Rail 12a Recessed part (joint part) 13 Joiner 13a Fitted part 13b Eaves support part 13d, 13e Locking part 14 Drain plate 14a Substrate 14b Eaves plate 14d, 14e Engagement part 16 Cushion material 17 Dirt plate

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 建物の野地板と該野地板より上方の位置
に所定間隔を開けて軸組に取付けた外壁パネルの間で軸
組に固定された立上げ下地板と、前記野地板上の屋根材
より上方の所定位置に取付けられたのし水切とを備えた
建物の壁際構造において、 前記のし水切を立上げ下地板に取付けたことを特徴とす
る建物の壁際構造。
1. A rising base plate fixed to a frame between a field plate of a building and an outer wall panel attached to the frame at a position above the field plate at a predetermined interval, and on the field plate. A wall-side structure for a building, comprising a drainer installed at a predetermined position above a roof material, wherein the drainer is installed on a rising base plate.
【請求項2】 前記のし水切が、 長手方向に延びた嵌合部を有する前記立上げ下地板に取
付けられるレールと、 前記嵌合部に嵌合して固定される被嵌合部と該被嵌合部
の下縁から斜め下方に突出した庇支持部とからなると共
に、前記被嵌合部及び庇支持部にそれぞれ係止部を形成
したジョイナーと、 該ジョイナーのそれぞれの係止部に係止される係合部を
具備し、且つ、前記ジョイナーの被嵌合部を塞ぐ基板と
前記庇支持部上に載置される庇板を有する水切板と、 からなる請求項1記載の建物の壁際構造。
2. A rail attached to the rising base plate having a fitting portion extending in the longitudinal direction, a fitted portion fitted and fixed to the fitting portion, and the fitted portion. A joiner, which comprises an eaves support portion that protrudes obliquely downward from the lower edge of the fitted portion, and has a joining portion formed on each of the fitting portion and the eaves support portion, and each joining portion of the joiner. The building according to claim 1, further comprising: a substrate having an engaging portion to be locked, the substrate blocking a fitted portion of the joiner, and a draining plate having an eave plate placed on the eave support portion. Wall structure.
【請求項3】 前記のし水切が、 長手方向に延びた嵌合部を有する前記立上げ下地板に取
付けられるレールと、 前記嵌合部に嵌合して固定される被嵌合部と該被嵌合部
の下縁から斜め下方に突出した庇支持部とからなると共
に、前記被嵌合部に係止部を形成したジョイナーと、 該ジョイナーの係止部に係止される係合部を具備し、且
つ、前記ジョイナーの被嵌合部を塞ぐ基板と前記庇支持
部上に載置される庇板を有する水切板と、 からなる請求項1記載の建物の壁際構造。
3. A rail attached to the rising base plate having a fitting portion extending in a longitudinal direction, a fitted portion fitted and fixed to the fitting portion, and a fitting portion fixed to the fitting portion. A joiner, which comprises an eaves support part projecting obliquely downward from a lower edge of the fitted part, and a locking part formed in the fitted part, and an engaging part which is locked to the locking part of the joiner. The board-side structure of a building according to claim 1, further comprising: a board that closes a fitted portion of the joiner, and a drain board having an eave board that is placed on the eave support section.
【請求項4】 前記ジョイナーの庇支持部と前記水切板
の庇板の間にクッション材を介在させた請求項2又は3
記載の建物の壁際構造。
4. The cushion material is interposed between the eaves supporting portion of the joiner and the eaves plate of the draining plate.
The wall structure of the building shown.
【請求項5】 前記立上げ下地板に、前記のし水切と屋
根材の間に突出する壁際水切を取付けた請求項1乃至4
のいずれか記載の建物の壁際構造。
5. The wall drainer projecting between the drainer and the roofing material is attached to the rising base plate.
The structure near the wall of the building described in any of.
【請求項6】 前記壁際水切と屋根材の間に面戸材を介
在させた請求項5記載の建物の壁際構造。
6. The wall-side structure of a building according to claim 5, wherein a door material is interposed between the drainage on the wall and the roof material.
【請求項7】 前記屋根材、立上げ下地板、及び野地板
の間に横断面凹状に形成された捨谷板を取付けた請求項
1乃至4のいずれか記載の建物の壁際構造。
7. The wall-side structure of a building according to claim 1, wherein a sloping trough having a concave cross section is attached between the roofing material, the rising base plate, and the field plate.
【請求項8】 前記立上げ下地板及び野地板の表面に防
水シートを敷設した請求項1乃至7のいずれか記載の建
物の壁際構造。
8. The wall-side structure of a building according to claim 1, wherein a waterproof sheet is laid on the surfaces of the rising base plate and the ground plate.
JP19562495A 1995-07-31 1995-07-31 Building wall structure Expired - Fee Related JP3154319B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19562495A JP3154319B2 (en) 1995-07-31 1995-07-31 Building wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19562495A JP3154319B2 (en) 1995-07-31 1995-07-31 Building wall structure

Publications (2)

Publication Number Publication Date
JPH0941598A true JPH0941598A (en) 1997-02-10
JP3154319B2 JP3154319B2 (en) 2001-04-09

Family

ID=16344271

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19562495A Expired - Fee Related JP3154319B2 (en) 1995-07-31 1995-07-31 Building wall structure

Country Status (1)

Country Link
JP (1) JP3154319B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101819653B1 (en) * 2017-04-19 2018-01-17 (주)퍼맥스 Anti-upside down device for furniture

Also Published As

Publication number Publication date
JP3154319B2 (en) 2001-04-09

Similar Documents

Publication Publication Date Title
JPH0941598A (en) Structure of building wall-side
JP3380094B2 (en) Building wall structure
JP2595990Y2 (en) Rain break structure near the roof wall
JP3756254B2 (en) Building wall panels, roof structures and wall structures
JP3381754B2 (en) Building wall structure
JPH0776887A (en) Lateral joint waterproof structure for unit building
JPH088172Y2 (en) Rain protection device for folding board roof
JPH0663316B2 (en) Plane structure in buildings
JP3184278B2 (en) Roof structure
JP3071676B2 (en) Roof material connection structure for horizontal roof
JP2551412Y2 (en) Panel connection structure
JPH06248745A (en) Sheathing panel
JP3164146B2 (en) Connecting structure of building exterior materials and method of building building exterior
JPH0623622Y2 (en) Domer mounting structure
JPH07279393A (en) Horizontal joint waterproof structure for outer wall
JP3170460B2 (en) Connection structure of suspension and roof plate
JP2575285Y2 (en) Precast roof structure
JP3220833B2 (en) Roof
JPS6016171Y2 (en) ridge structure
JPH0634512Y2 (en) Exterior panel mounting structure
JPH0332650Y2 (en)
JP2555923Y2 (en) Draining structure of lighting skylight
JPH07119260A (en) Corner ridge structure of building
JP2001040831A (en) Waterproof structure at corner of external floor
JP2001049735A (en) Waterproof structure between column cover of outer wall and top rail of veranda

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees