JPH11324140A - Drip device in building frame - Google Patents

Drip device in building frame

Info

Publication number
JPH11324140A
JPH11324140A JP13314698A JP13314698A JPH11324140A JP H11324140 A JPH11324140 A JP H11324140A JP 13314698 A JP13314698 A JP 13314698A JP 13314698 A JP13314698 A JP 13314698A JP H11324140 A JPH11324140 A JP H11324140A
Authority
JP
Japan
Prior art keywords
extruded cement
draining
outdoor
cement plate
drainer
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
JP13314698A
Other languages
Japanese (ja)
Other versions
JP3621826B2 (en
Inventor
Katsuyuki Yamanashi
勝幸 山梨
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.)
Riken Light Metal Industry Co Ltd
Original Assignee
Riken Light Metal Industry Co 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 Riken Light Metal Industry Co Ltd filed Critical Riken Light Metal Industry Co Ltd
Priority to JP13314698A priority Critical patent/JP3621826B2/en
Publication of JPH11324140A publication Critical patent/JPH11324140A/en
Application granted granted Critical
Publication of JP3621826B2 publication Critical patent/JP3621826B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To efficiently drip rain water entering into a hollow part of an extrusion molding cement board and ventilate it. SOLUTION: In a building frame where a plurality of extrusion molding drip cement boards 1 are vertically lined and supported on the horizontal part of an exterior part, of are angle material 3 fixedly arranged in a prescribed position and other extrusion cement boards 1 are arranged flush with each other at prescribed intervals under the extrusion cement boards 1, an L-shaped drip material 8 is stackedly arranged in the inside of the angle material 3 and the exterior side part of the horizontal edge of the drip material 8 is arranged in such a state as being faced to the exterior side of the hollow parts 2 of the extrusion molding cement boards 1.

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】本発明は押出成形セメント板
を屋外側に配設した建築躯体において、主に押出成形セ
メント板の中空部内に進入した雨水を効率よく排水さ
せ、換気も良好な建築躯体における水切装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building frame in which an extruded cement plate is disposed outdoors, and in which the rainwater which has entered mainly into the hollow portion of the extruded cement plate is efficiently drained, and the ventilation is well ventilated. Related to the draining device.

【0002】[0002]

【従来技術】一般に、押出成形セメント板をパラペット
躯体等の建築躯体の屋外側に配設した2重構造躯体とす
る場合、その上に笠木が設けられるが、さらに上記躯体
の上端に防水シートを配設し、防水効果を高めることが
行なわれている。
2. Description of the Related Art In general, when an extruded cement board is used as a double-structured frame disposed outside a building frame such as a parapet frame, a cap is provided thereon, and a waterproof sheet is further provided on the upper end of the frame. It is installed to increase the waterproof effect.

【0003】ところが、押出成形セメント板には複数の
中空部が平行に形成されているので、押出成形セメント
板をパラペット躯体の屋外側に配設する場合、特に中空
部が上下方向を向くように配置すると、押出成形セメン
ト板の上端には中空部が露出することになる。このた
め、中空部内に雨水が進入するという問題があった。
However, since a plurality of hollow portions are formed in parallel in the extruded cement plate, when the extruded cement plate is disposed on the outdoor side of the parapet body, the hollow portions are particularly oriented vertically. When arranged, the hollow portion is exposed at the upper end of the extruded cement board. For this reason, there has been a problem that rainwater enters the hollow portion.

【0004】また、押出成形セメント板を上下に並べて
配設する場合、上下に隣り合う押出成形セメント板間に
はコーキング材が打設されるが、毛細管現象により微小
な隙間から雨水が浸入することがあった。
Further, when extruded cement boards are arranged side by side, a caulking material is cast between vertically adjacent extruded cement boards. However, rainwater infiltrates through minute gaps due to capillary action. was there.

【0005】本発明は上記問題点を解消し、押出成形セ
メント板の中空部内に進入した雨水を効率よく排水させ
ることができ、換気も良好な建築躯体における水切装置
を提供することをその課題とする。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned problems and to provide a drainage device for a building frame capable of efficiently draining rainwater that has entered the hollow portion of an extruded cement plate and having good ventilation. I do.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するた
め、本発明に係る建築躯体における水切装置は、所定位
置に固定配置したアングル材の屋外側の水平部上に複数
の押出成形セメント板を上下に並べて支持するととも
に、上記押出セメント板の下方にも隙間をおいて他の押
出セメント板を面一になるように配設した建築躯体にお
いて、上記アングル材の内側にL形の水切材を重合配置
し、この水切材の水平縁の屋外側部分を上記アングル材
を越えて上記押出成形セメント板の中空部の屋外側に臨
むように配置したことを特徴とする。
In order to solve the above-mentioned problems, a draining device for a building frame according to the present invention comprises a plurality of extruded cement plates on an outdoor horizontal portion of an angle member fixedly arranged at a predetermined position. In an architectural skeleton in which the other extruded cement boards are arranged so as to be flush with each other with a gap below the extruded cement board while being supported vertically, an L-shaped drainage material is provided inside the angle material. It is characterized in that it is arranged in a superposed manner, and the outdoor side portion of the horizontal edge of the draining material faces the outdoor side of the hollow portion of the extruded cement board beyond the angle material.

【0007】建築躯体における水切装置は、また、複数
の押出成形セメント板を並べて支持するとともに、上記
押出セメント板の下方にも隙間をおいて他の押出セメン
ト板を面一になるように配設し、最下部の押出成形セメ
ント板の屋内側部分を土台基礎上に配置した支持ブロッ
ク上に支持させた建築躯体において、上記上下部の押出
成形セメント板の屋外側下端と上端との間にはコーキン
グ材とホルダを介して外水切材を配置し、外水切材の屋
内側部分が押出成形セメント板の中空部に臨むように配
置するように構成してもよい。
[0007] The draining device in the building frame supports a plurality of extruded cement boards side by side, and also arranges another extruded cement board flush with the extruded cement board with a gap below the extruded cement board. Then, in the building frame in which the indoor portion of the lowermost extruded cement plate is supported on a support block arranged on the base foundation, between the lower end and the upper end of the upper and lower extruded cement plates on the outdoor side. The draining material may be arranged via the caulking material and the holder so that the indoor side portion of the draining material faces the hollow portion of the extruded cement plate.

【0008】建築躯体における水切装置は、さらに、所
定位置に固定配置したアングル材の屋外側の水平部上に
複数の押出成形セメント板を上下に並べて支持するとと
もに、上記押出セメント板の下方にも隙間をおいて他の
押出セメント板を面一になるように配設し、上記アング
ル材の内側にL形の水切材を重合配置し、この水切材の
水平縁の屋外側部分を上記アングル材を越えて上記押出
成形セメント板の中空部の屋外側に臨むように配置し、
最下部の押出成形セメント板の屋内側部分を土台基礎上
に配置した支持ブロック上に支持させた建築躯体におい
て、上記最下部の押出成形セメント板の屋外側下端と土
台基礎上との間にはコーキング材とホルダを介して外水
切材を配置し、外水切材の屋内側部分が押出成形セメン
ト板の中空部に臨むように配置するように構成してもよ
い。
[0008] The draining device in the building frame further supports a plurality of extruded cement boards arranged vertically one above the other on a horizontal portion on the outdoor side of the angle member fixedly arranged at a predetermined position, and also below the extruded cement boards. Another extruded cement board is disposed so as to be flush with a gap, and an L-shaped draining material is superposed on the inside of the angle member, and an outdoor portion of a horizontal edge of the drain member is connected to the angle member. Arranged so as to face the outdoor side of the hollow part of the extruded cement board beyond
In a building skeleton in which the indoor part of the lowermost extruded cement board is supported on a support block arranged on the base foundation, between the outdoor lower end of the lowermost extruded cement board and the base foundation The draining material may be arranged via the caulking material and the holder so that the indoor side portion of the draining material faces the hollow portion of the extruded cement plate.

【0009】建築躯体における水切装置は、さらに、所
定位置に固定配置したアングル材の屋外側の水平縁上に
複数の押出成形セメント板を並べて支持するとともに、
上記押出セメント板の下方にも隙間をおいて他の押出セ
メント板を面一になるように配設し、最下部の押出セメ
ント板を土台基礎上に支持した建築躯体において、最下
部の押出成形セメント板の屋内側下端と土台基礎の上端
との間にはコーキング材を打設するとともに、この屋外
側下端を上記アングル材の内側に支持させ、上記最下部
の押出成形セメント板の上記コーキング材と土台基礎と
の間にはホルダを介して外水切材を配置し、外水切材の
屋内側の端部を上記押出成形セメント板板の中空部に臨
むように配置するように構成してもよい。
The draining device in the building frame further supports a plurality of extruded cement boards side by side on the outdoor horizontal edge of the angle member fixedly arranged at a predetermined position.
In the building frame where the other extruded cement boards are arranged flush with each other below the extruded cement board and the lowermost extruded cement board is supported on the base foundation, A caulking material is cast between the indoor lower end of the cement board and the upper end of the foundation, and the outdoor lower end is supported inside the angle material, and the caulking material of the lowermost extruded cement board is supported. Between the base and the foundation, a draining material is arranged via a holder, and the indoor end of the draining material may be arranged so as to face the hollow part of the extruded cement board. Good.

【0010】建築躯体における水切装置は、さらにま
た、所定位置に固定配置したアングル材の屋外側の水平
縁上に複数の押出成形セメント板を並べて支持するとと
もに、上記押出セメント板の下方にも隙間をおいて他の
押出セメント板を面一になるように配設し、最下部の押
出セメント板を土台基礎上に支持した建築躯体におい
て、最下部の押出成形セメント板の屋外側下端と土台基
礎の上端との間にはコーキング材を打設し、上記アング
ル材の内側にL形の内水切材を重合配置し、この内水切
材の水平縁の屋外側部分が押出成形セメント板の中空部
に臨むように配置するとともに、上記最下部の押出成形
セメント板の上記コーキング材と土台基礎との間には外
水切材を配置し、外水切材の屋内側の端部を上記内水切
材の屋外側端部の下方に重なり状に配置するように構成
してもよい。
[0010] The draining device in the building frame further comprises a plurality of extruded cement plates arranged side by side on an outdoor horizontal edge of an angle member fixedly arranged at a predetermined position, and a gap below the extruded cement plates. In the building frame, where the other extruded cement board is placed flush with the other, and the lowermost extruded cement board is supported on the base foundation, the lower end of the lowermost extruded cement board on the outdoor side and the base foundation A caulking material is cast between the upper end of the cemented material, and an L-shaped inner draining material is superposed on the inside of the angle member, and an outdoor part of a horizontal edge of the inner draining material is a hollow portion of an extruded cement plate. Along with facing so as to face, place an external draining material between the caulking material and the foundation foundation of the lowermost extruded cement board, and end the indoor side of the external draining material with the internal drainage material. Below the outdoor edge It may be configured to be arranged in overlapping fashion.

【0011】なお、前記内水切材と外水切材とを、内水
切材上の雨水が外水切材の屋内側に連続して流れるよう
に配置するのが好ましい。
[0011] It is preferable that the inner water cutting material and the outer water cutting material are arranged so that rainwater on the inner water cutting material flows continuously to the indoor side of the outer water cutting material.

【0012】建築躯体における水切装置は、また、所定
位置に固定配置したアングル材の屋外側の水平部上に複
数の押出成形セメント板を並べて支持するとともに、上
記押出セメント板の下方にも隙間をおいて他の押出セメ
ント板を面一になるように配設した建築躯体において、
上記アングル材の内側にL形の内水切材を重合配置し、
この内水切材の水平縁の屋外側部分が上記押出成形セメ
ント板の中空部に臨むように配置するとともに、上記押
出成形セメント板とその下部の押出成形セメント板との
間にはコーキング材を介して外水切材を配置し、かつ内
水切材と外水切材とを、内水切材上の雨水が外水切材の
屋内側に連続して流れるように配置するように構成する
こともできる。
[0012] The draining device in the building frame also supports a plurality of extruded cement plates arranged side by side on a horizontal portion on the outdoor side of an angle member fixedly arranged at a predetermined position, and also has a gap below the extruded cement plates. In the building frame where the other extruded cement boards are arranged so as to be flush,
An L-shaped drainer is superposed on the inside of the angle member,
An outdoor portion of the horizontal edge of the drainage material is arranged so as to face the hollow portion of the extruded cement plate, and a caulking material is interposed between the extruded cement plate and the extruded cement plate thereunder. It is also possible to arrange the outside water cutting material and arrange the inside water cutting material and the outside water cutting material so that the rainwater on the inside water cutting material flows continuously to the indoor side of the outside water cutting material.

【0013】なお、前記外水切材は上部水切材と下部水
切材とから構成するのがよい。
[0013] It is preferable that the external draining material comprises an upper draining material and a lower draining material.

【0014】また、前記下部水切材は前記土台基礎の上
面に重合配置するのが好ましい。
Further, it is preferable that the lower drainage material is arranged on the upper surface of the base foundation in an overlapping manner.

【0015】さらに、前記上部水切材は前記下部水切材
に係合したホルダに係着するのが好ましい。
Further, it is preferable that the upper drainer is engaged with a holder engaged with the lower drainer.

【0016】[0016]

【発明の実施の形態】図1において符号1は押出成形セ
メント板を示す。この押出成形セメント板1は図2に示
されるような大型パネルで、内部に中空部2を有し、中
空部2が上下になるように配置されている。そして、複
数の押出成形セメント板1は、建築躯体の所定位置に配
置されたアングル材3上に横に並んだ状態で載置されて
壁面を構成し、屋内側に止め具で固定されたZクリップ
4を上記アングル材3に係合させることにより支持され
ている。上記押出セメント板1の下方にも隙間をおいて
他の押出セメント板1が、同じ要領で面一になるように
他のアングル材3とともに配設され、同様にして上下方
向に押出成形セメント板1、1が配設される。また、上
下の押出成形セメント板1の各下・上端間の隙間にはコ
ーキング材5が打設されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, reference numeral 1 denotes an extruded cement board. This extruded cement board 1 is a large panel as shown in FIG. 2 and has a hollow portion 2 inside, and the hollow portion 2 is arranged so as to be up and down. The plurality of extruded cement boards 1 are placed side by side on angle members 3 arranged at predetermined positions of the building frame to constitute a wall surface, and are fixed to the indoor side with fasteners. The clip 4 is supported by engaging with the angle member 3. Another extruded cement plate 1 is disposed together with another angle member 3 so as to be flush with the extruded cement plate 1 in the same manner and with a gap below the extruded cement plate 1. 1, 1 are provided. A caulking material 5 is cast in a gap between each lower and upper end of the upper and lower extruded cement boards 1.

【0017】上記アングル材3は垂直部6と水平部7と
からL形に形成され、図示しない構造物(例えば柱と柱
間の横方向に押出成形セメント板1のほぼ高さ分(隙間
含む)が梯子状態の構造物)の所定位置に固定されてい
る。垂直部6は上記Zクリップ4に係合するように形成
され、水平部7は押出成形セメント板1を支持するとと
もに、その先端は中空部2に臨んでいる。また、アング
ル材3の内側にはアルミニウム・ステンレスなどの金属
製のL形水切材8が重合配置されている。水切材8は長
尺材であり、その垂直縁9は押出成形セメント板1の屋
内側面よりやや離れて配置されている。また、その水平
縁10の屋外側の下傾斜部10aの部分も、上記アング
ル材3を越えて上記押出成形セメント板1の中空部2の
屋外側に臨むように配置されている。
The angle member 3 is formed in an L-shape from a vertical portion 6 and a horizontal portion 7 and has a structure (not shown) (for example, in the lateral direction between columns, the height of the extruded cement plate 1 is substantially equal to the height (including a gap). ) Is fixed to a predetermined position of the structure ladder. The vertical portion 6 is formed so as to engage with the Z-clip 4, and the horizontal portion 7 supports the extruded cement board 1, and the tip thereof faces the hollow portion 2. An L-shaped drainer 8 made of metal such as aluminum or stainless steel is arranged inside the angle member 3 in an overlapping manner. The draining material 8 is a long material, and its vertical edge 9 is disposed slightly away from the indoor side surface of the extruded cement board 1. Also, a portion of the lower inclined portion 10a on the outdoor side of the horizontal edge 10 is disposed so as to face the outdoor side of the hollow portion 2 of the extruded cement board 1 beyond the angle member 3.

【0018】上記構成の建築躯体によれば、上下の押出
成形セメント板1の各中空部2は上下に連続し、これに
よって上下に一貫した空気流通部が形成されることにな
る。また、各押出成形セメント板1の下端の屋内側には
前記と同様に水切材8が配置され、その下傾斜部10a
の先端がアングル材3を越えて中空部2の屋外側に臨ん
で配置されている。したがって、上部の押出成形セメン
ト板1の中空部2に雨水が進入した場合、雨水はたとえ
屋内側に進入しても水切材8の垂直縁9によって遮断さ
れるから、水切材8の水平縁10の下傾斜部10a付き
先端から下方に導かれ、下部の押出成形セメント板1の
中空部2の屋外側に順次流れ落ちていく。このため、最
下端で排水の処理ができるように構成しておくことによ
り、雨水が屋内側に進入するのを有効に防止することが
できる。なお、上下の押出成形セメント板1間のコーキ
ング材5などから毛細管現象によって進入した雨水も同
様にして処理することができる。また、水切材8によっ
て上部から下部の押出成形セメント板1の中空部2の換
気流通が損なわれることがないとともに、雨水も中空部
2の屋外側で上から下にスムーズに流下して排水され
る。さらに、アングル材3と押出成形セメント板1との
間に水切材を挟持固定することができ、施工を楽に行な
うことができる。
According to the building frame having the above construction, the hollow portions 2 of the upper and lower extruded cement boards 1 are vertically continuous, thereby forming a vertically consistent air flow portion. On the indoor side at the lower end of each extruded cement board 1, a drainer 8 is disposed in the same manner as described above, and its lower inclined portion 10a
Is disposed so as to face the outdoor side of the hollow portion 2 beyond the angle member 3. Therefore, when rainwater enters the hollow portion 2 of the upper extruded cement board 1, the rainwater is blocked by the vertical edge 9 of the draining material 8 even if it enters the indoor side. Is guided downward from the tip with the lower inclined portion 10a, and sequentially flows down to the outdoor side of the hollow portion 2 of the lower extruded cement plate 1. For this reason, it is possible to effectively prevent rainwater from entering the indoor side by configuring the lowermost end so that the drainage can be treated. In addition, rainwater that has entered by the capillary phenomenon from the caulking material 5 between the upper and lower extruded cement boards 1 can be treated in the same manner. In addition, the drainage material 8 does not impair the ventilation and circulation of the hollow part 2 of the extruded cement plate 1 from the upper part to the lower part. You. Furthermore, the draining material can be sandwiched and fixed between the angle member 3 and the extruded cement board 1, and the construction can be performed easily.

【0019】次に、図3は屋外側に外水切材11を設け
た例を示したもので、この建築躯体は上述と同じように
複数の押出成形セメント板1を並べてアングル材3に支
持するとともに、上記押出セメント板1の下方にも隙間
をおいて他の押出セメント板1を面一になるように配設
し、さらに、最下部の押出成形セメント板1の屋内側部
分を土台基礎12上に配置した支持ブロック24に支持
させたものである。なお、押出成形セメント板1の屋内
側の下端にはZクリップ4が固定され、このZクリップ
4は土台基礎12上に固定されたアングル材3に係止さ
れ、押出成形セメント板1は上記アングル材3にも支持
固定されている。
Next, FIG. 3 shows an example in which the outside water cutting material 11 is provided on the outdoor side. In this building frame, a plurality of extruded cement boards 1 are arranged and supported on the angle material 3 in the same manner as described above. At the same time, another extruded cement board 1 is disposed so as to be flush with the extruded cement board 1 below the extruded cement board 1 with a gap therebetween. It is supported by a support block 24 arranged above. A Z-clip 4 is fixed to a lower end of the extruded cement board 1 on the indoor side, and this Z-clip 4 is locked by an angle member 3 fixed on a base foundation 12. The material 3 is also supported and fixed.

【0020】上記最下部の押出成形セメント板1の屋外
側下端と土台基礎12との間には、コーキング材5を介
して外水切材11が配置されている。外水切材11は土
台基礎12の上に後述のホルダ16を介して係合固定さ
れ、そして、外水切材11の屋内側部分が押出成形セメ
ント板1の中空部2に臨むように配置されている。な
お、コーキング材5の適宜の箇所には排水孔13が形成
されている。以下の他の例においても同様である。
Between the lower end of the lowermost extruded cement board 1 on the outdoor side and the foundation 12, an outside water cutting material 11 is disposed via a caulking material 5. The draining material 11 is engaged and fixed on a foundation 12 via a holder 16 to be described later, and the indoor part of the draining material 11 is arranged so as to face the hollow part 2 of the extruded cement plate 1. I have. In addition, the drainage hole 13 is formed in an appropriate place of the caulking material 5. The same applies to other examples below.

【0021】外水切材11は上部水切材11aと下部水
切材11bとからホルダ16を介して離間した二層で構
成されている。下部水切材11bは略断面Z字形に形成
されたアルミニウム・ステンレス等の長尺の金属製部材
で、土台基礎12の上面に重合配置されている。その起
立部14には係合部15が形成されている。また、下部
水切材11bには短尺のホルダ16が一定の間隔をおい
て装着されている。ホルダ16は略Z字形に屈曲形成さ
れ、上部の屋内側の端部の係合溝21に上記係合部15
が係合し、垂下部18は土台基礎12の屋外側面にネジ
固定され、下部の先端には係合部19が形成されてい
る。垂下部18の下端は屋外側に突出している。これに
対し、上部水切材11aも略L字形に形成され、上端縁
の屈曲部20の先端はホルダ16の上部の係合溝21に
係合し、下端縁の屈曲部22の先端はホルダ16の下部
の係止部19に弾性係止している。
The outer drainer 11 is composed of two layers separated from an upper drainer 11a and a lower drainer 11b via a holder 16. The lower draining member 11b is a long metal member such as aluminum or stainless steel formed in a substantially Z-shaped cross section, and is disposed on the upper surface of the base foundation 12 in an overlapping manner. An engagement portion 15 is formed in the upright portion 14. In addition, short holders 16 are attached to the lower draining material 11b at regular intervals. The holder 16 is formed to bend in a substantially Z-shape, and is inserted into the engagement groove 21 at the upper end on the indoor side.
, The hanging portion 18 is screwed to the outdoor side surface of the base 12, and an engaging portion 19 is formed at the lower end. The lower end of the hanging portion 18 projects outside. On the other hand, the upper draining material 11a is also formed in a substantially L-shape, the tip of the bent portion 20 at the upper edge engages with the engaging groove 21 at the upper portion of the holder 16, and the tip of the bent portion 22 at the lower edge is the holder 16 Is elastically locked to the locking portion 19 at the lower part of.

【0022】上記構成によれば、雨水は押出成形セメン
ト板1の屋外側の側面に沿って流れ落ちるが、同時に押
出成形セメント板1の中空部2に沿って主にその屋外側
の側面を伝って流下する。ところが、押出成形セメント
板1の屋外側面を伝って落ちた雨水は外水切材11で排
水される。また、中空部2の屋外側側面を伝って落ちて
きた雨水もコーキング材5に形成された排水孔13から
外水切材11で排水される。また、雨水はホルダ16と
の係合部から上部水切材11aの裏側にまわっても、下
部水切材11bの上面に沿って流れ、土台基礎12の屋
外側に排水される。したがって、雨水は有効に排水され
る。なお、上下の中空部2の換気流通も損なわれること
がない。
According to the above configuration, rainwater flows down along the outdoor side surface of the extruded cement board 1, but at the same time, mainly along the hollow side 2 of the extruded cement board 1 along the outdoor side surface. Flow down. However, rainwater that has fallen along the outdoor side surface of the extruded cement board 1 is drained by the outside drainer 11. Also, rainwater that has fallen along the outdoor side surface of the hollow portion 2 is drained from the drainage hole 13 formed in the caulking material 5 by the external water cutting material 11. Even if rainwater flows from the engagement portion with the holder 16 to the back side of the upper draining material 11a, it flows along the upper surface of the lower draining material 11b and is drained to the outdoor side of the base foundation 12. Therefore, rainwater is effectively drained. In addition, the ventilation circulation of the upper and lower hollow portions 2 is not impaired.

【0023】次に、図4は上下に配された押出成形セメ
ント板1の下端の屋内側と屋外側の両方に内外の水切材
8、11を設けた例で、屋内側には図1と同じ要領で配
設された屋内側の水切材8(内水切材)が設けられ、屋
外側には外水切材11が設けられている。
Next, FIG. 4 shows an example in which the inner and outer drainers 8 and 11 are provided on both the indoor side and the outdoor side at the lower end of the extruded cement board 1 arranged vertically. An indoor draining material 8 (internal draining material) provided in the same manner is provided, and an outdoor draining material 11 is provided on the outdoor side.

【0024】内水切材8は図1と同様に上記アングル材
3の上側に重合配置され、一方、外水切材11の傾斜縁
25の屋内側部分が上記押出成形セメント板1の中空部
2に臨むように配置されている。
The inner drainer 8 is overlapped on the upper side of the angle member 3 as in FIG. 1, while the indoor portion of the inclined edge 25 of the outer drainer 11 is inserted into the hollow part 2 of the extruded cement plate 1. It is arranged to face.

【0025】外水切材11は上下部の押出成形セメント
板1、1の屋外側下端と上端との間にホルダ16、コー
キング材5を介して配置され、外水切材11の屋内側の
端部は上記内水切材8の屋外側端部の下方に重なり状に
配置されている。すなわち、外水切材11は下部の押出
成形セメント板1の屋外側面に重合固定されたホルダ1
6に係着されている。ホルダ16は略Z字形の短尺部材
で、上部の端部には係合溝26が形成され、垂直部27
は土台基礎12の屋外側面にネジ固定され、下部の先端
には係合部29が形成されている。垂直部27の下端は
屋外側に突出している。これに対し、外水切材11は略
L字形に形成され、上端縁の屈曲部の先端28は係合部
と水返しとを成すように断面T字形に形成され、ホルダ
16の上部の係合溝26に係合し、下端縁の屈曲部の先
端係合部29はホルダ16の下部の外向き先端の係止部
30に係止している。
The draining material 11 is disposed between the lower end and the upper end of the upper and lower extruded cement plates 1 and 1 via the holder 16 and the caulking material 5. Are arranged in an overlapping manner below the outdoor end of the inner drainer 8. That is, the draining material 11 is a holder 1 fixed on the outdoor side surface of the lower extruded cement board 1 by polymerization.
6. The holder 16 is a short member having a substantially Z-shape. An engagement groove 26 is formed at an upper end, and a vertical portion 27 is formed.
Is screw-fixed to the outdoor side surface of the base foundation 12, and an engaging portion 29 is formed at the lower end. The lower end of the vertical portion 27 projects outside. On the other hand, the outer water cutting member 11 is formed in a substantially L shape, and the tip 28 of the bent portion at the upper end edge is formed in a T-shaped cross section so as to form a water return with the engaging portion. Engagement with the groove 26, the distal end engaging portion 29 at the bent portion at the lower end edge is engaged with the engaging portion 30 at the lower end of the holder 16 at the outward end.

【0026】上記構成によれば、外水切材11の屋内側
の端部は内水切材8の屋外側端部の下方に重なり状に配
置されているので、内水切材8によって屋外側に誘導さ
れた雨水は、外水切材11の傾斜縁25上面に沿って流
れ落ち、コーキング材5に形成された排水孔13から屋
外側に排出されるから、排水効率がよい。また、雨水の
一部は外水切材11の裏側に回り込み、さらに下部の押
出成形セメント板1の中空部2に導かれて下方で屋外側
に排出される。したがって、雨水が屋内側に進入するこ
とは有効に阻止される。なお、内水切材8はアングル材
3と押出成形セメント板1との間に挟持固定することが
でき、施工を楽に行なうことができる。
According to the above configuration, since the indoor end of the outside drainer 11 is arranged below the outdoor end of the inner drainer 8, it is guided to the outdoor side by the inner drainer 8. The drained rainwater flows down along the upper surface of the inclined edge 25 of the outside water cutting material 11 and is discharged to the outside from the drainage hole 13 formed in the caulking material 5, so that the drainage efficiency is good. Further, part of the rainwater flows around the backside of the outside water cutting material 11 and is further guided to the hollow portion 2 of the lower extruded cement plate 1 and discharged downward to the outside. Therefore, rainwater is effectively prevented from entering the indoor side. In addition, the drainage material 8 can be sandwiched and fixed between the angle material 3 and the extruded cement board 1, and the construction can be performed easily.

【0027】なお、外水切材11は上述の例に限定され
ない。例えば、図5のように、上部水切材11aと下部
水切材11bとから構成し、略断面Z字形に形成された
下部水切材11bを押出成形セメント板1の上面に重合
配置し、この下部水切材11bに間隔をおいて短尺の上
下係合部15付きホルダ16を装着し、ホルダ16の上
部の端部の係合溝21に下部水切材11bの係合部15
が係合し、垂下部18は押出成形セメント板1の屋外側
面にネジ固定され、かつ、ネジ部分の上にも下部水切材
11bの下方に係合する下係合部15を備えている。上
部水切材11aも略L字形に形成され、上端縁の屈曲部
の先端はホルダ16の上部の係合溝21に係合し、下端
縁の屈曲部の先端係合部22はホルダ16の下部の外向
き先端の係止部19に係止している。
It should be noted that the outside water cutting material 11 is not limited to the above example. For example, as shown in FIG. 5, a lower drainer 11b composed of an upper drainer 11a and a lower drainer 11b, and having a substantially Z-shaped cross section, is arranged on the upper surface of the extruded cement board 1 and overlapped. The holder 16 with the short upper and lower engaging portions 15 is attached to the material 11b at intervals, and the engaging portions 15 of the lower drainage material 11b are inserted into the engaging grooves 21 at the upper end of the holder 16.
And the hanging portion 18 is screw-fixed to the outdoor side surface of the extruded cement board 1 and has a lower engaging portion 15 which also engages below the lower drainage material 11b on the screw portion. The upper draining material 11a is also formed in a substantially L-shape, and the tip of the bent portion on the upper edge engages with the engaging groove 21 on the upper portion of the holder 16, and the tip engaging portion 22 of the bent portion on the lower edge is located on the lower portion of the holder 16. Is locked to the locking portion 19 at the outward end.

【0028】上記構成によれば、図4による効果に加
え、中空部2の屋外側の側面を伝って落ちてきた雨水も
外水切材11で排水されるが、ホルダ16との係合部か
ら上部水切材11aの裏側にまわった雨水の一部は下部
水切材11bの上面に沿って流れて屋外側に排水され
る。雨水の他の部分は下方のセメント板1の中空部2に
沿って下方に流れ、やがて排水される。したがって、雨
水は三重に排水されるから確実な排水が実現できる。な
お、下部水切材11bを押出成形セメント板1の上面に
重合配置して固定し、上部水切材11aはホルダ16に
係着する構成なので、施工が楽である。
According to the above structure, in addition to the effect shown in FIG. 4, rainwater that has fallen along the outdoor side surface of the hollow portion 2 is also drained by the outside water cutting material 11. Part of the rainwater circling behind the upper drainer 11a flows along the upper surface of the lower drainer 11b and is drained to the outside. The other part of the rainwater flows downward along the hollow part 2 of the lower cement board 1 and is eventually drained. Therefore, since the rainwater is drained three times, reliable drainage can be realized. In addition, since the lower draining material 11b is superposed and fixed on the upper surface of the extruded cement board 1, and the upper draining material 11a is engaged with the holder 16, the construction is easy.

【0029】次に、図6は押出成形セメント板1の下端
の屋内側と屋外側の両方に水切材を設けるとともに、図
3と同様に、最下部の押出成形セメント板1を土台基礎
12上に配置した例で、屋内側には上述と同じ要領で配
設された内水切材8が設けられ、屋外側にはホルダ16
を介して係合状二外水切材11が設けられている。な
お、内水切材8はアングル材3に固定され、アングル材
3は土台基礎12上に溶接等で固定された別のアングル
材30に高さ調整されて固定されている。なお、アング
ル材8に代え、一点鎖線で示したように、別のアングル
材8の上に支持ブロック24を介在させてもよい。
Next, FIG. 6 shows that the drainage material is provided on both the indoor side and the outdoor side at the lower end of the extruded cement board 1, and the lowermost extruded cement board 1 is placed on the base 12 as in FIG. In the example, the inside drainer 8 is provided on the indoor side in the same manner as described above, and the holder 16 is provided on the outdoor side.
The engagement-type second water draining member 11 is provided via the. The draining material 8 is fixed to the angle material 3, and the angle material 3 is fixed to another angle material 30 fixed on the base 12 by welding or the like with its height adjusted. Note that, instead of the angle member 8, a support block 24 may be interposed on another angle member 8, as indicated by a dashed line.

【0030】外水切材11は押出成形セメント板1の屋
外側下端と土台基礎12の屋外側上端との間にホルダ1
6、コーキング材5を介して配置され、外水切材11の
屋内側の端部は上記内水切材8の屋外側端部の下方に換
気流通し、離間して重なり状に配置されている。すなわ
ち、外水切材11は土台基礎12の屋外側面に重合固定
されたホルダ16に係着されている。ホルダ16と外水
切材11の構成は図4と同じである。
The outside drainer 11 is provided between the lower end of the extruded cement board 1 on the outdoor side and the upper end of the foundation 12 on the outdoor side.
6. Arranged via the caulking material 5, the indoor end of the outside water cutting material 11 is ventilated and circulated below the outdoor end of the inside water cutting material 8, and is spaced apart and overlapped. That is, the outside water cutting material 11 is fixed to the holder 16 fixed on the outdoor side surface of the base 12 by overlapping. The configurations of the holder 16 and the outside water cutting material 11 are the same as those in FIG.

【0031】この例によれば、内水切材8によって屋外
側に誘導された雨水は、外水切材11の傾斜上面に沿っ
て流れ落ち、コーキング材5の排水孔13を経て屋外側
に排出される。また、雨水の一部は外水切材11の裏側
に回り込むが、その下部の土台基礎12の屋外側に排出
される。したがって、雨水が屋内側に進入することは有
効に阻止される。
According to this example, the rainwater guided to the outdoor side by the internal water cutting material 8 flows down along the inclined upper surface of the external water cutting material 11 and is discharged to the outdoor side through the drain hole 13 of the caulking material 5. . A part of the rainwater goes around the back side of the outside water cutting material 11, but is discharged to the outdoor side of the base foundation 12 below the outside water cutting material 11. Therefore, rainwater is effectively prevented from entering the indoor side.

【0032】なお、上記のように押出成形セメント板1
を土台基礎1上に設けた例においても、外水切材11は
図7のように、上部水切材11aと下部水切材11bと
から構成してもよい。この場合も、図5の例と同様に、
下部水切材11bを土台基礎12の上面に重合配置し、
その上部に係止されたホルダ16を土台基礎12の屋外
側面に固定するとともに、さらにホルダ16に上部水切
材を係止させればよい。
As described above, the extruded cement board 1
In the example in which is provided on the base foundation 1, as shown in FIG. 7, the outer drainer 11 may be composed of an upper drainer 11a and a lower drainer 11b. In this case, as in the example of FIG.
The lower drainage material 11b is superposed on the upper surface of the base foundation 12,
The holder 16 fixed to the upper portion may be fixed to the outdoor side surface of the base foundation 12, and the upper drainer may be further locked to the holder 16.

【0033】上記構成によれば、上部水切材11aの裏
側に回り込んだ雨水は、下部水切材11bの上面に沿っ
て流れて土台基礎12の屋外側に排水される。したがっ
て、雨水はさらに確実に排水される。なお、外水切材1
1の端部は他の外水切材の端部を突合せられ、突合せ部
の裏側には排水ジョイントが装着されている。
According to the above configuration, the rainwater flowing to the back side of the upper draining material 11a flows along the upper surface of the lower draining material 11b and is drained to the outside of the base foundation 12. Therefore, rainwater is drained more reliably. In addition, outside water cutting material 1
One end is abutted against the end of another draining material, and a drainage joint is attached to the back side of the abutting portion.

【0034】次に、内水切材8と外水切材11とは図8
のように、一体に形成してもよい。そして、図9のよう
に、内水切材8の屋外側に形成した係止縁32に外水切
材11の裏側に係止させた短尺のホルダ16の枝別れ係
止部33を弾性的に係止させて取り付け、内水切材8と
外水切材11とが段差を介して連結されるように構成し
てもよい。ホルダ16は排水ジョイントを兼用できる。
また、図10のように、内水切材8の屋外側に外水切材
11の屋内側を係合させるとともに、外水切材11を内
水切材8にネジ34で固定することにより連結し、一体
化してもよい。なお、外水切材11の裏側には図8と同
様の排水ジョイントが装着されている。また、押出成形
セメント板1の最下端は、アングル材3に代え、支持ブ
ロック24を土台基礎12に支持することもできる。
Next, the inside water cutting material 8 and the outside water cutting material 11 are shown in FIG.
Alternatively, they may be integrally formed. As shown in FIG. 9, the branching locking portion 33 of the short holder 16 that is locked to the back side of the external water cutting material 11 is elastically engaged with the locking edge 32 formed on the outdoor side of the internal water cutting material 8. It may be configured to be stopped and attached so that the inside water cutting material 8 and the outside water cutting material 11 are connected via a step. The holder 16 can also serve as a drainage joint.
Further, as shown in FIG. 10, the inside of the outside water cutting material 11 is engaged with the outside of the inside water cutting material 8, and the outside water cutting material 11 is connected to the inside water cutting material 8 by fixing with screws 34 to form It may be. A drain joint similar to that shown in FIG. Further, the lowermost end of the extruded cement board 1 can support the support block 24 on the base 12 instead of the angle member 3.

【0035】このように、内水切材8と外水切材11と
を一体状に形成することにより、雨水の流れも一体にな
り、排水と換気がより確実となる。すなわち、換気によ
り押出成形セメント板の中空部を早急に乾燥することが
できる。
As described above, by integrally forming the inner water cutting material 8 and the outer water cutting material 11, the flow of rainwater is also integrated, and drainage and ventilation are more reliable. That is, the hollow portion of the extruded cement board can be dried quickly by ventilation.

【0036】[0036]

【発明の効果】請求項1に係る発明によれば、アングル
材の内側にL形の水切材を重合配置し、この水切材の水
平縁の屋外側部分がアングル材を越えて上記押出成形セ
メント板の中空部の屋外側に臨むように配置したから、
アングル材と押出成形セメント板との間に水切材を挟持
固定することができ、施工を楽に行なうことができると
ともに、水切材によって上部から下部の押出成形セメン
ト板の中空部の換気流通が損なわれることがないととも
に、雨水も中空部屋外側の上から下にスムーズに流下し
て排水される。
According to the first aspect of the present invention, an L-shaped draining material is superposed on the inside of the angled material, and the outdoor side portion of the horizontal edge of the drained material exceeds the angled material and the extruded cement is formed. Because it is arranged so as to face the outdoor side of the hollow part of the board,
The drainage material can be sandwiched and fixed between the angled material and the extruded cement plate, and the construction can be performed easily, and the drainage material impairs the ventilation circulation of the hollow part of the extruded cement plate from the upper part to the lower part. In addition to rainwater, rainwater also drains smoothly from the top of the hollow room down.

【0037】請求項2に係る発明によれば、さらに、上
下部の押出成形セメント板の屋外側下端と上端との間に
はコーキング材とホルダを介して外水切材を配置し、外
壁面の雨水は流下し、外水切材の屋内側部分が押出成形
セメント板の中空部に臨むように配置され、中空部内の
雨水はほとんど外水切板に沿って屋外側に排出されると
ともに、上下の中空部の換気流通も損なわれることが無
いと中空部内の雨水はほとんど外水切板に沿って屋外側
に排出されるとともに、上下の中空部の換気流通も損な
われることがない。
According to the second aspect of the present invention, a draining material is disposed between the lower end and the upper end of the upper and lower extruded cement plates on the outdoor side via a caulking material and a holder. The rainwater flows down and the indoor part of the draining material is placed so as to face the hollow part of the extruded cement board.The rainwater in the hollow part is almost discharged to the outdoor side along the draining plate and the upper and lower hollows If the ventilation and circulation of the part is not impaired, the rainwater in the hollow part is almost discharged to the outdoor side along the external drain board, and the ventilation and circulation of the upper and lower hollow parts are not impaired.

【0038】請求項3又は請求項4に係る発明によれ
ば、内水切材で押出成形セメント板の中空部から屋外側
に雨水が上から下へ案内されて流下し、最低部の土台基
礎から外部にも排出されるほか、換気も良好に行なわれ
る。
According to the third or fourth aspect of the present invention, rainwater is guided from top to bottom from the hollow portion of the extruded cement board to the outdoor side by the drainage material, and flows down from the lowest foundation foundation. In addition to being discharged to the outside, ventilation is also performed well.

【0039】請求項5に係る発明によれば、さらに、ア
ングル材の内側にL形の内水切材8を重合配置し、この
内水切材の水平縁の屋外側部分が押出成形セメント板の
中空部に臨むように配置するとともに、最下部の押出成
形セメント板の上部のコーキング材と土台基礎との間に
は外水切材を配置し、外水切材の屋内側の端部を上記内
水切材の屋外側端部の下方に重なり状に配置したから、
押出成形セメント板の中空部内に進入した雨水は、土台
基礎の上で外水切材と内水切材とによって排水され、排
水効率が向上するとともに、内水切材はアングル材と押
出成形セメント板との間に挟持固定することができ、施
工を楽に行なうことができる。
According to the fifth aspect of the present invention, furthermore, an L-shaped internal drainer 8 is superposed and arranged inside the angle member, and the outdoor side portion of the horizontal edge of the internal drainer is hollowed out of an extruded cement plate. Part of the extruded cement board at the bottom and between the caulking material on the bottom of the extruded cement board and the foundation foundation, and place the indoor end of the outside water cutting material on the inside water cutting material. Because it was placed under the outdoor end of the
The rainwater that has entered the hollow portion of the extruded cement plate is drained by the outside draining material and the internal draining material on the foundation, and the drainage efficiency is improved. It can be clamped and fixed in between, and construction can be performed easily.

【0040】請求項6は請求項7係る発明によれば、最
終的に雨水はすべて屋外側に排水されることになり、排
水効果は非常に高い。また、内水切材と外水切材を一体
又は一体的に形成すればよいので、施工も楽で、適位な
選択ができる。
According to a sixth aspect of the present invention, finally, all rainwater is finally drained to the outdoor side, and the drainage effect is extremely high. In addition, since the inner water cutting material and the outer water cutting material may be formed integrally or integrally, the construction is easy and an appropriate selection can be made.

【0041】請求項8又は請求項9に係る発明によれ
ば、上部水切材の裏側にまわってしまった雨水も、下部
水切材によって排水されるから、二重排水が可能とな
り、一層確実な排水が実現できる。なお、下部水切材を
土台基礎の上面に重合配置するときは、施工が容易であ
る。
According to the eighth or ninth aspect of the present invention, rainwater that has flowed to the back side of the upper drainage material is drained by the lower drainage material, so that double drainage is possible, and more reliable drainage is possible. Can be realized. When the lower drainage material is superposed on the upper surface of the base foundation, the construction is easy.

【0042】請求項10に係る発明によれば、上部水切
材は下部水切材に係合したホルダに係着されているの
で、押出成形セメント板の中空部と外気との換気がさら
に良好となり、かつ施工が楽である。
According to the tenth aspect of the present invention, since the upper drainer is engaged with the holder engaged with the lower drainer, ventilation between the hollow portion of the extruded cement plate and the outside air is further improved, And construction is easy.

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

【図1】本発明に係る建築躯体における水切装置の断面
FIG. 1 is a cross-sectional view of a draining device in a building frame according to the present invention.

【図2】押出成形セメント板の斜視図FIG. 2 is a perspective view of an extruded cement board.

【図3】建築躯体に外水切材を設けた例の断面図FIG. 3 is a cross-sectional view of an example in which an outside drainer is provided on a building frame.

【図4】建築躯体に外水切材と内水切材を設けた例の断
面図
FIG. 4 is a cross-sectional view of an example in which an outside water cutting material and an inside water cutting material are provided in a building frame

【図5】外水切材を上部水切材と下部水切材とから構成
した例の断面図
FIG. 5 is a cross-sectional view of an example in which the external draining material is composed of an upper draining material and a lower draining material.

【図6】水切装置のさらに他の例の断面図FIG. 6 is a sectional view of still another example of the draining device.

【図7】水切装置のさらに別の例の断面図FIG. 7 is a sectional view of still another example of the draining device.

【図8】内水切材と外水切材とを一体に形成した水切装
置の断面図
FIG. 8 is a sectional view of a draining device in which an inner drainer and an outer drainer are integrally formed.

【図9】内水切材と外水切材とを一体的に形成した水切
装置の断面図
FIG. 9 is a sectional view of a draining device in which an inner drainer and an outer drainer are integrally formed.

【図10】内水切材と外水切材とを一体的に形成した他
の水切装置の断面図
FIG. 10 is a cross-sectional view of another draining device in which an inner drainer and an outer drainer are integrally formed.

【符号の説明】[Explanation of symbols]

1 押出成形セメント板 2 中空部 3 アングル材 5 コーキング材 8 水切材(内水切材) 11 外水切材 11a 上部水切材 11b 下部水切材 12 土台基礎 16 ホルダ DESCRIPTION OF SYMBOLS 1 Extrusion-molded cement board 2 Hollow part 3 Angle material 5 Caulking material 8 Draining material (inner draining material) 11 Outer draining material 11a Upper draining material 11b Lower draining material 12 Base foundation 16 Holder

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 所定位置に固定配置したアングル材の屋
外側の水平部上に複数の押出成形セメント板を上下に並
べて支持するとともに、上記押出セメント板の下方にも
隙間をおいて他の押出セメント板を面一になるように配
設した建築躯体において、上記アングル材の内側にL形
の水切材を重合配置し、この水切材の水平縁の屋外側部
分を上記アングル材を越えて上記押出成形セメント板の
中空部の屋外側に臨むように配置したことを特徴とする
建築躯体における水切装置。
1. A plurality of extruded cement plates are vertically arranged and supported on a horizontal portion on the outdoor side of an angle member fixedly arranged at a predetermined position, and another extruded cement plate is provided with a gap below the extruded cement plate. In a building frame in which cement plates are arranged flush with each other, an L-shaped draining material is superposed and arranged inside the above-mentioned angle material, and an outdoor portion of a horizontal edge of the above-mentioned draining material is passed over the above-mentioned angle material, and A draining device for a building body, which is arranged so as to face an outdoor side of a hollow portion of an extruded cement plate.
【請求項2】 複数の押出成形セメント板を並べて支持
するとともに、上記押出セメント板の下方にも隙間をお
いて他の押出セメント板を面一になるように配設し、最
下部の押出成形セメント板の屋内側部分を土台基礎上に
配置した支持ブロック上に支持させた建築躯体におい
て、上記上下部の押出成形セメント板の屋外側下端と上
端との間にはコーキング材とホルダを介して外水切材を
配置し、外水切材の屋内側部分が押出成形セメント板の
中空部に臨むように配置したことを特徴とする建築躯体
における水切装置。
2. A plurality of extruded cement boards are arranged side by side and supported, and another extruded cement board is disposed below the extruded cement board so as to be flush with a gap. In a building skeleton in which the indoor side portion of the cement plate is supported on a support block arranged on a base foundation, a caulking material and a holder are provided between a lower end and an upper end of the upper and lower extruded cement plates on the outdoor side. A draining device for a building skeleton, wherein a draining material is disposed so that an indoor side portion of the draining material faces a hollow portion of an extruded cement board.
【請求項3】 所定位置に固定配置したアングル材の屋
外側の水平部上に複数の押出成形セメント板を上下に並
べて支持するとともに、上記押出セメント板の下方にも
隙間をおいて他の押出セメント板を面一になるように配
設し、上記アングル材の内側にL形の水切材を重合配置
し、この水切材の水平縁の屋外側部分を上記アングル材
を越えて上記押出成形セメント板の中空部の屋外側に臨
むように配置し、最下部の押出成形セメント板の屋内側
部分を土台基礎上に配置した支持ブロック上に支持させ
た建築躯体において、上記最下部の押出成形セメント板
の屋外側下端と土台基礎上との間にはコーキング材とホ
ルダを介して外水切材を配置し、外水切材の屋内側部分
が押出成形セメント板の中空部に臨むように配置したこ
とを特徴とする建築躯体における水切装置。。
3. A plurality of extruded cement plates are vertically arranged and supported on a horizontal portion on the outdoor side of an angle member fixedly arranged at a predetermined position, and another extruded cement plate is provided with a gap below the extruded cement plate. The cement plate is disposed so as to be flush, an L-shaped draining material is superposed on the inside of the angle member, and the outdoor side portion of the horizontal edge of the drain member exceeds the angle member, and the extruded cement is formed. The lowermost extruded cement is provided in a building frame in which the indoor portion of the lowermost extruded cement plate is supported on a support block disposed on a base foundation, arranged so as to face the outdoor side of the hollow portion of the plate. An external drainer is placed between the outdoor lower end of the board and the base foundation via a caulking material and a holder, and the indoor part of the external drainer is placed so as to face the hollow part of the extruded cement board. Architecture characterized by Drainer in the skeleton. .
【請求項4】 所定位置に固定配置したアングル材の屋
外側の水平縁上に複数の押出成形セメント板を並べて支
持するとともに、上記押出セメント板の下方にも隙間を
おいて他の押出セメント板を面一になるように配設し、
最下部の押出セメント板を土台基礎上に支持した建築躯
体において、最下部の押出成形セメント板の屋内側下端
と土台基礎の上端との間にはコーキング材を打設すると
ともに、この屋外側下端を上記アングル材の内側に支持
させ、上記最下部の押出成形セメント板の上記コーキン
グ材と土台基礎との間にはホルダを介して外水切材を配
置し、外水切材の屋内側の端部を上記押出成形セメント
板板の中空部に臨むように配置したことを特徴とする建
築躯体における水切装置。
4. A plurality of extruded cement plates are arranged side by side on an outdoor horizontal edge of an angle material fixedly arranged at a predetermined position, and another extruded cement plate is provided with a gap below said extruded cement plate. Are arranged to be flush,
In a building frame in which the lowermost extruded cement plate is supported on the base foundation, a caulking material is cast between the lower end of the lowermost extruded cement plate on the indoor side and the upper end of the base foundation. Is supported inside the angled material, and a draining material is arranged between the caulking material and the foundation of the lowermost extruded cement plate via a holder, and an indoor end of the draining material is located on the indoor side. Is disposed so as to face the hollow portion of the extruded cement board.
【請求項5】 所定位置に固定配置したアングル材の屋
外側の水平縁上に複数の押出成形セメント板を並べて支
持するとともに、上記押出セメント板の下方にも隙間を
おいて他の押出セメント板を面一になるように配設し、
最下部の押出セメント板を土台基礎上に支持した建築躯
体において、最下部の押出成形セメント板の屋外側下端
と土台基礎の上端との間にはコーキング材を打設し、上
記アングル材の内側にL形の内水切材を重合配置し、こ
の内水切材の水平縁の屋外側部分が押出成形セメント板
の中空部に臨むように配置するとともに、上記最下部の
押出成形セメント板の上記コーキング材と土台基礎との
間には外水切材を配置し、外水切材の屋内側の端部を上
記内水切材の屋外側端部の下方に重なり状に配置したこ
とを特徴とする建築躯体における水切装置。
5. An extruded cement plate which supports a plurality of extruded cement plates side by side on an outdoor horizontal edge of an angle member fixedly arranged at a predetermined position and has a gap below said extruded cement plate. Are arranged to be flush,
In the building skeleton where the lowermost extruded cement board is supported on the base foundation, a caulking material is cast between the outdoor lower end of the lowermost extruded cement board and the upper end of the base foundation, and the inside of the angle material is L-shaped draining material is superposed and arranged so that the outdoor side of the horizontal edge of the draining material faces the hollow portion of the extruded cement plate, and the coking of the lowermost extruded cement plate is performed. A building frame, characterized by arranging an outside water cutting material between the material and the foundation foundation, and arranging the indoor end of the outside water cutting material below the outdoor end of the internal water cutting material in an overlapping manner. Draining equipment in
【請求項6】 前記内水切材と外水切材とを、内水切材
上の雨水が外水切材の屋内側に連続して流れるように配
置した前記請求項5記載の建築躯体における水切装置。
6. The draining device for a building frame according to claim 5, wherein the draining material and the draining material are arranged so that rainwater on the draining material flows continuously to the indoor side of the draining material.
【請求項7】 所定位置に固定配置したアングル材の屋
外側の水平部上に複数の押出成形セメント板を並べて支
持するとともに、上記押出セメント板の下方にも隙間を
おいて他の押出セメント板を面一になるように配設した
建築躯体において、上記アングル材の内側にL形の内水
切材を重合配置し、この内水切材の水平縁の屋外側部分
が上記押出成形セメント板の中空部に臨むように配置す
るとともに、上記押出成形セメント板とその下部の押出
成形セメント板との間にはコーキング材を介して外水切
材を配置し、かつ内水切材と外水切材とを、内水切材上
の雨水が外水切材の屋内側に連続して流れるように配置
したことを特徴とする建築躯体における水切装置。
7. A plurality of extruded cement plates are arranged and supported on an outdoor horizontal portion of an angle member fixedly arranged at a predetermined position, and another extruded cement plate is provided with a gap below said extruded cement plate. In an architectural skeleton in which the same is disposed flush with each other, an L-shaped internal draining material is superposed and arranged inside the angle member, and an outdoor portion of a horizontal edge of the internal draining material is hollow in the extruded cement plate. Along with facing the part, between the extruded cement plate and the extruded cement plate below it, an external draining material is arranged via a caulking material, and an internal draining material and an external draining material, A draining device for a building skeleton, wherein rainwater on an inner drainer is continuously arranged on an indoor side of an outer drainer.
【請求項8】 前記外水切材は上部水切材と下部水切材
とから構成された前記請求項2、請求項3、請求項4、
請求項5又は請求項7記載の建築躯体における水切装
置。
8. The draining material according to claim 2, wherein the draining material comprises an upper draining material and a lower draining material.
A drainage device for a building body according to claim 5 or claim 7.
【請求項9】 前記下部水切材は前記土台基礎の上面に
重合配置された前記請求項8記載の建築躯体における水
切装置。
9. The draining device for a building frame according to claim 8, wherein the lower drainage material is arranged on the upper surface of the base foundation in an overlapping manner.
【請求項10】 前記上部水切材は前記下部水切材に係
合したホルダに係着された前記請求項8記載の建築躯体
における水切装置。
10. The draining device according to claim 8, wherein the upper drainer is fixed to a holder engaged with the lower drainer.
JP13314698A 1998-05-15 1998-05-15 Drainage device in building frame Expired - Fee Related JP3621826B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13314698A JP3621826B2 (en) 1998-05-15 1998-05-15 Drainage device in building frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13314698A JP3621826B2 (en) 1998-05-15 1998-05-15 Drainage device in building frame

Publications (2)

Publication Number Publication Date
JPH11324140A true JPH11324140A (en) 1999-11-26
JP3621826B2 JP3621826B2 (en) 2005-02-16

Family

ID=15097813

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13314698A Expired - Fee Related JP3621826B2 (en) 1998-05-15 1998-05-15 Drainage device in building frame

Country Status (1)

Country Link
JP (1) JP3621826B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002364097A (en) * 2001-06-05 2002-12-18 Hazama Gumi Ltd Building equipped with vibration propagation preventing structure
JP2012122301A (en) * 2010-12-10 2012-06-28 Toda Constr Co Ltd Flashing structure of extruded cement board
JP2019031863A (en) * 2017-08-09 2019-02-28 トヨタホーム株式会社 Cut-off structure of building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002364097A (en) * 2001-06-05 2002-12-18 Hazama Gumi Ltd Building equipped with vibration propagation preventing structure
JP4745537B2 (en) * 2001-06-05 2011-08-10 株式会社間組 Buildings with vibration propagation prevention structure
JP2012122301A (en) * 2010-12-10 2012-06-28 Toda Constr Co Ltd Flashing structure of extruded cement board
JP2019031863A (en) * 2017-08-09 2019-02-28 トヨタホーム株式会社 Cut-off structure of building

Also Published As

Publication number Publication date
JP3621826B2 (en) 2005-02-16

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