JP2003343023A - Horizontal joint waterproof structure between vertically fitting upper and lower extrusion molded hollow cement boards - Google Patents

Horizontal joint waterproof structure between vertically fitting upper and lower extrusion molded hollow cement boards

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Publication number
JP2003343023A
JP2003343023A JP2002158047A JP2002158047A JP2003343023A JP 2003343023 A JP2003343023 A JP 2003343023A JP 2002158047 A JP2002158047 A JP 2002158047A JP 2002158047 A JP2002158047 A JP 2002158047A JP 2003343023 A JP2003343023 A JP 2003343023A
Authority
JP
Japan
Prior art keywords
plate
cement
backup material
draining
hollow
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
JP2002158047A
Other languages
Japanese (ja)
Other versions
JP3908091B2 (en
Inventor
Kenzo Ueda
健三 上田
Toshiyuki Osumi
理之 尾住
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.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House 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 Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP2002158047A priority Critical patent/JP3908091B2/en
Publication of JP2003343023A publication Critical patent/JP2003343023A/en
Application granted granted Critical
Publication of JP3908091B2 publication Critical patent/JP3908091B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a horizontal joint waterproof structure between vertically fitting upper and lower extrusion molded hollow cement boards for flowing the water received by a weatherboard to a hollow part of the lower cement board, for adhering a back-up material to a hanging plate part of the weatherboard correctly and easily, and for filling a sealing compound easily. <P>SOLUTION: A flat rear surface part of a non-hard first back-up material 5 is adhered to the front part of the hanging plate part 4c of the weatherboard 4, and a second back-up material 6 abuts the front part of the back-up material 5. A water flow part 7 is formed between the back-up materials 5 and 6 by a recess-projection 5a for flowing the water, which is formed on the front side of the first back-up material 5. The water flows into the hollow part 2a of the lower cement board 2 through the water flow part 7. The front side of the second back-up material 6 is filled with the sealing compound 8 for sealing the gap between the upper and lower cement boards. <P>COPYRIGHT: (C)2004,JPO

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、上下の縦張り中空
押出成形セメント板間の横目地防水構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a horizontal joint waterproof structure between upper and lower vertical hollow-extruded cement boards.

【0002】[0002]

【従来の技術】縦張り中空押出成形セメント板で建物の
外壁を形成することがあるが、その場合の上下のセメン
ト板間の横目地防水構造として、従来より、図5に示す
ように、セメント板51,52の背面側に入り込もうと
する水Wを、上下のセメント板51,52間に配設した
水切り板53で受け、この水切り板53に受けられた水
Wを下側セメント板52の中空部52aに流し込むよう
にしたものが提供されている。
2. Description of the Related Art A vertical hollow-extruded cement board is sometimes used to form an outer wall of a building. In that case, as a horizontal joint waterproof structure between the upper and lower cement boards, as shown in FIG. The water W that tries to enter the back side of the plates 51 and 52 is received by the draining plate 53 disposed between the upper and lower cement plates 51 and 52, and the water W received by the draining plate 53 of the lower cement plate 52 is received. It is provided so as to be poured into the hollow portion 52a.

【0003】そして、この防水構造において、上下のセ
メント板51,52間の横目地に正面側からシーリング
材54を充填するため、水切り板53の垂下板部53a
の正面側に、背面側に通水用の凹凸55aを備えたバッ
クアップ材55が設置されている。この凹凸55aによ
ってバックアップ材55と水切り垂下板部53aとの間
に上下方向に貫通の通水部56を形成し、水切り板53
で受けた水をこの通水部56を通じて下側セメント板5
2の中空部52aに流し込むと共に、このバックアップ
材55でシーリング材54を受けるようになされてい
る。
In this waterproof structure, since the sealing material 54 is filled from the front side in the lateral joint between the upper and lower cement plates 51, 52, the hanging plate portion 53a of the draining plate 53 is used.
On the front side, a back-up material 55 having water-flowing irregularities 55a on the back side is installed. The unevenness 55a forms a water passage portion 56 penetrating in the up-down direction between the backup material 55 and the draining drooping plate portion 53a.
The water received by the lower cement plate 5 is passed through the water passage portion 56.
The backup material 55 receives the sealing material 54 while pouring it into the second hollow portion 52a.

【0004】[0004]

【発明が解決しようとする課題】ところで、上記のバッ
クアップ材55は、水切り板53の垂下板部53aの正
面側に予め先貼りで貼り付けておくこともできるし、あ
るいは、上下のセメント板51,52の建方を行った後
に正面側から横目地の奥方に押し込んで後付けで施工す
ることもできるが、いずれの場合でも、バックアップ材
55は、安定した設置状態となるように水切り板53の
垂下板部53aの正面部に貼付け状態にしておくのが好
ましい。
By the way, the above-mentioned backup material 55 can be pre-attached to the front side of the drooping plate portion 53a of the draining plate 53, or the upper and lower cement plates 51 can be attached in advance. , 52 can be erected and then pushed into the interior of the horizontal joint from the front side for post-installation work, but in any case, the backup material 55 is installed in the draining plate 53 so that the backup material 55 is in a stable installation state. It is preferable that the hanging plate portion 53a is attached to the front portion of the hanging plate portion 53a.

【0005】しかるに、バックアップ材55の通水用の
凹凸55aの設けられている側を水切り板53の垂下板
部53aの正面部にきれいに貼り付けることは、バック
アップ材55が弾力性を有して変形しやすい非硬質のも
のであることにより、先貼りであるか後貼りであるかに
かかわらず、けっこう難しく、手間を要するという問題
があった。
However, if the side of the backup material 55 on which the irregularities 55a for water passage are provided is cleanly attached to the front surface of the hanging plate portion 53a of the draining plate 53, the backup material 55 has elasticity. Since it is a non-hard material that is easily deformed, there is a problem that it is quite difficult and time-consuming regardless of whether it is first-attached or later-attached.

【0006】本発明は、上記のような従来の問題点に鑑
み、水切り板で受けた水を下側セメント板の中空部に流
すことができ、しかも、水切り板の垂下板部正面側に対
するバックアップ材の貼付けも適正かつ容易に行うこと
ができ、加えて、シーリング材の充填も容易に行うこと
ができる、上下の縦張り中空押出成形セメント板間の横
目地防水構造等を提供することを課題とする。
In view of the above-mentioned conventional problems, the present invention allows water received by the draining plate to flow into the hollow portion of the lower cement plate, and moreover, backs up the front side of the hanging plate portion of the draining plate. It is an object of the present invention to provide a horizontal joint waterproof structure between vertically-extending vertical hollow-extruded cement boards, which enables proper and easy attachment of materials, as well as easy filling of sealing materials. And

【0007】[0007]

【課題を解決するための手段】上記の課題は、上下の縦
張り中空押出成形セメント板間に横方向に延びる水切り
板が備えられ、この水切り板は、上側セメント板の下端
背面に沿う立ち上がり板部と、立ち上がり板部の下端か
ら上側セメント板の下面に沿うように張り出す水平張出
し板部と、水平張出し板部の先端部から下方に垂れ下が
る垂下板部とを備え、この水切り板の垂下板部の正面部
に、横方向に延びる非硬質の第1バックアップ材の背面
部が貼り付けられ、この背面部は横方向に凹凸を繰り返
さない横方向に連続の面からなっており、この第1バッ
クアップ材の正面部に、同じく横方向に延びる第2バッ
クアップ材の背面部が当接し、第1バックアップ材の正
面側に設けられた通水用の凹凸によって、両バックアッ
プ材間に上下方向に貫通する通水部が形成され、この通
水部は下側セメント板の中空部の直上位置に備えられ
て、水切り板で受けられた水がこの通水部を通じて下側
セメント板の中空部に流れ込むようになされており、か
つ、前記第2バックアップ材の正面側に、上下のセメン
ト板間を塞ぐシーリング材が充填されていることを特徴
とする上下の縦張り中空押出成形セメント板間の横目地
防水構造によって解決される。
Means for Solving the Problems The above-mentioned problems are provided by a drainer plate extending in the lateral direction between upper and lower vertically-extending hollow extrusion cement plates, and the drainer plate is a rising plate along the lower back surface of the upper cement plate. Part, a horizontal overhanging plate part protruding from the lower end of the rising plate part along the lower surface of the upper cement plate, and a hanging plate part hanging downward from the tip part of the horizontal overhanging plate part. A back portion of a non-rigid first backup material that extends in the lateral direction is attached to the front portion of the portion, and the back portion is a laterally continuous surface that does not repeat unevenness in the lateral direction. The back surface of the second backup material, which also extends in the lateral direction, contacts the front surface of the backup material, and the unevenness for water passage provided on the front side of the first backup material causes a vertical direction between both backup materials. A water passage that penetrates is formed, and this water passage is provided directly above the hollow portion of the lower cement plate, and the water received by the drainer plate passes through this water passage to the hollow portion of the lower cement plate. It is designed to flow in, and the front side of the second backup material is filled with a sealing material that closes the space between the upper and lower cement plates. It is solved by the ground waterproof structure.

【0008】この構造では、水切り板で受けた水は、水
切り板の垂下板部と第1バックアップ材との間ではな
く、第1バックアップ材と第2バックアップ材との間に
形成された通水部を通じて、下側セメント板の中空部に
流れ込んでいくことができる。
In this structure, the water received by the draining plate is not formed between the hanging plate portion of the draining plate and the first backup material, but is formed between the first backup material and the second backup material. Through the part, it can flow into the hollow part of the lower cement board.

【0009】しかも、水切り板の垂下板部正面側に貼り
付けられる第1バックアップ材の背面側は、横方向に凹
凸を繰り返さない横方向に連続の面からなっているの
で、水切り板の垂下板部の正面部に対する第1バックア
ップ材の貼付けも適正かつ容易に行うことができる。
In addition, since the back side of the first backup material attached to the front side of the drooping plate portion of the draining plate is a laterally continuous surface that does not repeat unevenness in the lateral direction, the drooping plate of the draining plate is The first backup material can be properly and easily attached to the front surface of the section.

【0010】加えて、第1バックアップ材とシーリング
材との間には第2バックアップ材が介設されているの
で、シーリング材を横目地内にしっかりと充填しても通
水部が塞がれてしまうというようなことがなく、シーリ
ング材の充填を容易に行うことができる。
In addition, since the second backup material is interposed between the first backup material and the sealing material, even if the sealing material is firmly filled in the horizontal joint, the water passage portion is blocked. The sealing material can be easily filled without causing such a problem.

【0011】なお、第2バックアップ材は、第1バック
アップ材に貼り付けるようにしてもよいし、貼り付けず
に当接させるだけにしてもよい。第1バックアップ材は
水切り板の垂下板部に貼り付けられているから、正面側
の凹凸形状が安定しており、第2バックアップ材を第1
バックアップ材の正面側凹凸面に適正かつ容易に貼り付
けることができるし、あるいは、貼り付けない場合であ
っても適正かつ容易に当接させることができる。
The second backup material may be attached to the first backup material, or may be abutted without being attached. Since the first backup material is attached to the hanging plate portion of the draining plate, the uneven shape on the front side is stable, and the second backup material is
It can be properly and easily attached to the front side uneven surface of the backup material, or can be properly and easily abutted even when not attached.

【0012】また、上記の課題は、上下の縦張り中空押
出成形セメント板間に横方向に延びて備えられる水切り
板であって、上側セメント板の下端背面に沿う立ち上が
り板部、立ち上がり板部の下端から上側セメント板の下
面に沿うように張り出す水平張出し板部、及び、水平張
出し板部の先端部から下方に垂れ下がる垂下板部を備え
たものと、横方向に延ばされて水切り板の垂下板部の正
面部に背面部が貼り付けられ、この背面部は横方向に凹
凸を繰り返さない横方向に連続の面部からなっており、
かつ、正面側に、水切り板に受けられた水を下側セメン
ト板の中空部内に流下させる通水部を形成する通水用凹
凸が設けられている非硬質のバックアップ材とが備えら
れていることを特徴とする、上下の縦張り中空押出成形
セメント板間の横目地防水用の水切り材によっても同様
に解決される。
Further, the above-mentioned problem is a drainer plate which is provided so as to extend laterally between upper and lower vertically-extending hollow extruded cement plates, wherein the rising plate portion and the rising plate portion along the lower end rear surface of the upper cement plate are provided. A horizontal overhanging plate portion that projects from the lower end along the lower surface of the upper cement plate, and one that includes a hanging plate portion that hangs downward from the tip of the horizontal overhanging plate portion, and a draining plate that is laterally extended. The back part is attached to the front part of the hanging plate part, and this back part consists of a laterally continuous surface part that does not repeat unevenness in the lateral direction,
Further, the front side is provided with a non-rigid backup material provided with water-flowing unevenness forming a water-flowing portion that causes the water received by the draining board to flow into the hollow portion of the lower cement board. The same problem can be solved by a draining material for horizontal joint waterproofing between the upper and lower vertically-extended hollow extrusion molded cement boards, which is characterized in that.

【0013】即ち、この水切り材では、水切り板で受け
た水は、水切り板の垂下板部と第1バックアップ材との
間ではなく、第1バックアップ材の正面側の通水用凹凸
を通じて、下側セメント板の中空部に流れ込んでいくこ
とができる。しかも、水切り板の垂下板部正面側に貼り
付けられる第1バックアップ材の背面側は、横方向に凹
凸を繰り返さない横方向に連続の面からなっているの
で、水切り板の垂下板部の正面部に対する第1バックア
ップ材の貼付けも適正かつ容易に行うことができる。
That is, in this draining member, the water received by the draining plate does not fall between the hanging plate portion of the draining plate and the first backup member but through the water flow unevenness on the front side of the first backup member. It can flow into the hollow part of the side cement board. Moreover, since the back side of the first backup material attached to the front side of the drooping plate of the draining plate is a laterally continuous surface that does not repeat unevenness in the lateral direction, the front side of the drooping plate of the draining plate is The first backup material can also be properly and easily attached to the portion.

【0014】[0014]

【発明の実施の形態】次に、本発明の実施形態を図面に
基づいて説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, embodiments of the present invention will be described with reference to the drawings.

【0015】図1〜図4に示す実施形態の防水構造にお
いて、1,2は上下の縦張り中空押出成形セメント板で
あり、縦張りのため、セメント板1,2の各中空部1a
…,2a…は上下方向に延びている。
In the waterproof structure of the embodiment shown in FIGS. 1 to 4, reference numerals 1 and 2 denote upper and lower vertically-extended hollow extrusion-molded cement plates, and because of the vertical extension, each hollow part 1a of the cement plates 1 and 2 is formed.
, 2a extend in the vertical direction.

【0016】これら上下のセメント板1,2間に水切り
材3が備えられており、この水切り材3は、横方向に延
びる水切り板4と、同じく横方向に延びる第1バックア
ップ材5とで構成されている。即ち、水切り板4は、ガ
ルバリウム鋼板などの板曲げ加工品からなっていて、上
側セメント板1の下端背面に沿う立ち上がり板部4a
と、立ち上がり板部4aの下端から上側セメント板1の
下面に沿うように張り出す水平張出し板部4bと、水平
張出し板部4bの先端部から下方に垂れ下がる垂下板部
4cとを備えている。また、第1バックアップ材5は、
発泡ポリエチレンなどの弾力性を有して変形しやすい非
硬質材からなっていて、水切り板4の垂下板部4cの正
面部に貼り付けられて、水切り板4とともに水切り材3
を構成している。
A draining material 3 is provided between the upper and lower cement plates 1 and 2, and the draining material 3 is composed of a draining board 4 extending in the lateral direction and a first backup material 5 also extending in the lateral direction. Has been done. That is, the draining plate 4 is made of a plate-bending product such as a galvalume steel plate, and has a rising plate portion 4a along the lower back surface of the upper cement plate 1.
And a horizontal projecting plate part 4b projecting from the lower end of the rising plate part 4a along the lower surface of the upper cement plate 1, and a hanging plate part 4c hanging downward from the tip of the horizontal projecting plate part 4b. Also, the first backup material 5 is
It is made of a non-hard material such as foamed polyethylene that has elasticity and is easily deformed, and is attached to the front surface of the hanging plate portion 4c of the draining plate 4, and together with the draining plate 4, the draining member 3
Are configured.

【0017】第1バックアップ材5は、図2(イ)に示
すように、正面側に、横方向において凹凸を繰り返す通
水用の凹凸5aを備える一方、背面部は、横方向に凹凸
を繰り返さない横方向に連続の面、本実施形態では背面
部全体が平坦な面5bに形成され、この背面平坦面5b
が、図2(ロ)に示すように、水切り板4の垂下板部4
cの平坦な正面部に貼り付けられている。
As shown in FIG. 2 (a), the first backup member 5 has water-flowing unevenness 5a on the front side which repeats unevenness in the horizontal direction, while the back surface part has repeated unevenness in the horizontal direction. A continuous surface in the lateral direction, in the present embodiment, the entire back surface is formed into a flat surface 5b.
However, as shown in FIG. 2B, the hanging plate portion 4 of the draining plate 4
It is attached to the flat front part of c.

【0018】そして、第1バックアップ材5の正面部
に、図2(ロ)及び図1(ロ)に示すように、横方向に
延びる第2バックアップ材6の背面部が当接していて、
第1バックアップ材5と第2バックアップ材6との間
に、上下方向に貫通する通水部7が形成されている。こ
の通水部7は、図1(イ)に示すように、上下のセメン
ト板1,2間において、下側セメント板2の中空部2a
の直上位置に備えられ、水切り板4で受けられた水が、
この通水部7を通じて下側セメント板2の中空部2aに
流れ込むようになされている。この第2バックアップ材
6も、発泡ポリエチレンなどの弾力性を有する材料から
なっている。
Then, as shown in FIGS. 2B and 1B, the back surface of the second backup material 6 extending in the lateral direction is in contact with the front surface of the first backup material 5,
A water passage portion 7 is formed between the first backup material 5 and the second backup material 6 so as to penetrate therethrough in the vertical direction. As shown in FIG. 1 (a), the water passage portion 7 is a hollow portion 2a of the lower cement plate 2 between the upper and lower cement plates 1 and 2.
The water received by the draining plate 4 provided at the position directly above the
It is configured to flow into the hollow portion 2a of the lower cement plate 2 through the water passage portion 7. The second backup material 6 is also made of an elastic material such as foamed polyethylene.

【0019】更に、第2バックアップ材6の正面側の、
上下のセメント板1,2間にシーリング材8が充填され
ている。
Further, on the front side of the second backup material 6,
A sealing material 8 is filled between the upper and lower cement plates 1 and 2.

【0020】なお、図3において、11は建物躯体の鉄
骨梁、12はピースアングル、13はZクリップであ
り、14は通しアングル、15はゴムパッキン、16は
ガスケット、17はロックウールである。1b,2bは
外装タイルである。また、19は水切り用の切欠きであ
り、この切欠き19内に水切り板4の垂下板部の下縁4
cが突出するようになされている。
In FIG. 3, 11 is a steel frame beam of a building frame, 12 is a piece angle, 13 is a Z clip, 14 is a through angle, 15 is a rubber packing, 16 is a gasket, and 17 is rock wool. 1b and 2b are exterior tiles. Further, 19 is a notch for draining water, and the lower edge 4 of the hanging plate portion of the draining plate 4 is provided in this notch 19.
c is projected.

【0021】上記の防水構造では、セメント板1,2の
背面側に侵入しようとして水切り板4に受けられた水W
は、図1及び図4に示すように、水切り板4の垂下板部
4cと第1バックアップ材5との間ではなく、第1バッ
クアップ材5と第2バックアップ材6との間の通水部7
を通じて、下側セメント板2の中空部2aに流れ込んで
いくことができる。
In the above-mentioned waterproof structure, the water W received by the draining plate 4 is trying to enter the back side of the cement plates 1 and 2.
As shown in FIGS. 1 and 4, the water passage portion between the first backup material 5 and the second backup material 6 is not between the hanging plate portion 4c of the draining board 4 and the first backup material 5. 7
Through, it can flow into the hollow portion 2a of the lower cement plate 2.

【0022】また、水切り板4の垂下板部4cに対する
第1バックアップ材5の貼付けは、第1バックアップ材
5が上記のように弾力性を有する変形しやすい非硬質の
ものであっても、第1バックアップ材5の背面部が横方
向に連続した平坦面5bからなっているので、凹凸5a
のある正面側を垂下板部4cに貼り付ける場合に比べて
適正かつ容易に貼付けを行うことができる。
The first backup member 5 is attached to the hanging plate portion 4c of the draining plate 4 even if the first backup member 5 is elastic and easily deformable, as described above. 1 Since the back surface of the backup material 5 is composed of a flat surface 5b which is continuous in the lateral direction, the unevenness 5a
Adhesion can be performed more appropriately and easily than in the case where the front side having the edge is attached to the hanging plate portion 4c.

【0023】なお、本実施形態では、上下のセメント板
1,2間に組み込む前の水切り板4に対して第1バック
アップ材5を貼り付けているが、上下のセメント板1,
2間に組み込んだ状態の水切り板4の垂下板部4cの正
面部に対して、上下のセメント板1,2の正面側からセ
メント板1,2間を通じて第1バックアップ材5を押し
込んで貼り付けるようにしてもよい。この場合であって
も、第1バックアップ材5の背面部が上記のように横方
向に連続した平坦面からなっているので、凹凸5aのあ
る正面側を垂下板部4cに貼り付ける場合に比べて適正
かつ容易に貼付けを行うことができる。
In the present embodiment, the first backup material 5 is attached to the draining plate 4 before being assembled between the upper and lower cement plates 1, 2, but the upper and lower cement plates 1,
The first backup material 5 is pressed and attached to the front part of the hanging plate part 4c of the draining plate 4 assembled between the two from the front side of the upper and lower cement plates 1 and 2 through the cement plates 1 and 2. You may do it. Even in this case, since the back surface of the first backup material 5 is formed by the flat surface continuous in the lateral direction as described above, compared to the case where the front side having the unevenness 5a is attached to the hanging plate 4c. It can be applied properly and easily.

【0024】更に、第1バックアップ材5とシーリング
材8との間には第2バックアップ材6が介設されている
ので、セメント板1,2の正面側から横目地内にシーリ
ング材8を押し込んでも通水部7が塞がれてしまうとい
うようなことがなく、シーリング材8の充填を容易に行
うことができる。
Further, since the second backup material 6 is interposed between the first backup material 5 and the sealing material 8, even if the sealing material 8 is pushed into the horizontal joint from the front side of the cement boards 1 and 2. The sealing member 8 can be easily filled without blocking the water passage portion 7.

【0025】更にまた、第2バックアップ材6は、第1
バックアップ材5に貼り付けるようにしてもよいし、貼
り付けずに当接させるだけにしてもよいが、貼り付ける
場合であっても、第1バックアップ材5は水切り板4の
垂下板部4cに貼り付けられているから、正面側の凹凸
5aの形状が安定しており、第2バックアップ材6を第
1バックアップ材5の正面側の凹凸5aに適正かつ容易
に貼り付けることができるし、あるいは、貼り付けない
場合であっても適正かつ容易に当接させることができ
る。
Furthermore, the second backup material 6 is the first backup material.
The first backup material 5 may be attached to the backup material 5 or may be brought into contact with the backup material 5 without being attached. However, even in the case of attachment, the first backup material 5 is attached to the hanging plate portion 4c of the draining plate 4. Since it is attached, the shape of the front-side unevenness 5a is stable, and the second backup material 6 can be properly and easily attached to the front-side unevenness 5a of the first backup material 5, or Even if it is not attached, the contact can be made properly and easily.

【0026】以上に、本発明の実施形態を示したが、本
発明はこれに限られるものではなく、発明思想を逸脱し
ない範囲で、各種の変更が可能である。例えば、上記の
実施形態では、通水用の凹凸の備えられた第1バックア
ップ材として、発泡ポリエチレン材を用いた場合を示し
ているが、要は、弾力性を有して変形しやすい非硬質の
材料からなるものであればよい。
Although the embodiment of the present invention has been described above, the present invention is not limited to this, and various modifications can be made without departing from the spirit of the invention. For example, in the above-described embodiment, the case where a foamed polyethylene material is used as the first backup material provided with unevenness for water passage is shown, but the point is that it is a non-hard material that has elasticity and is easily deformed. Any material may be used.

【0027】[0027]

【発明の効果】本発明は、以上のとおりのものであるか
ら、水切り板で受けた水を下側セメント板の中空部に流
すことができ、しかも、水切り板の垂下板部正面側に対
するバックアップ材の貼付けも適正かつ容易に行うこと
ができ、加えて、シーリング材の充填も容易に行うこと
ができる。
EFFECTS OF THE INVENTION Since the present invention is as described above, the water received by the draining board can be made to flow into the hollow portion of the lower cement board, and moreover, the backup of the draining board to the front side of the hanging board section is achieved. Adhesion of the material can be properly and easily performed, and in addition, filling of the sealing material can be easily performed.

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

【図1】上下の縦張り中空押出成形セメント板間の横目
地防水構造の実施形態を示すもので、図(イ)は要部拡
大断面側面図、図(ロ)は水切り板と第1、第2バック
アップ材との配置関係を示す断面斜視図である。
FIG. 1 shows an embodiment of a horizontal joint waterproof structure between upper and lower vertically stretched hollow extrusion molded cement plates, FIG. 1 (a) is an enlarged cross-sectional side view of an essential part, and FIG. It is a cross-sectional perspective view which shows the arrangement | positioning relationship with a 2nd backup material.

【図2】図(イ)は水切り材を構成する水切り板と第1
バックアップ材とを分離させて示す断面斜視図、図
(ロ)は水切り材と第2バックアップ材とを分離させて
示す断面斜視図である。
[Fig. 2] Fig. 2 (a) shows a first draining plate and a first draining plate constituting a draining member.
A cross-sectional perspective view showing the backup material separately, and FIG. 6B is a cross-sectional perspective view showing the draining material and the second backup material separated.

【図3】同防水構造の断面側面図である。FIG. 3 is a sectional side view of the waterproof structure.

【図4】排水の状態を示す断面斜視図である。FIG. 4 is a sectional perspective view showing a state of drainage.

【図5】従来例を示すもので、図(イ)は防水構造の断
面側面図、図(ロ)は水切り板とバックアップ材との取
付け構造を示す断面斜視図、図(ハ)は水切り板とバッ
クアップ材とを分離させて示す斜視図である。
FIG. 5 shows a conventional example, in which (a) is a sectional side view of a waterproof structure, (b) is a perspective sectional view showing a mounting structure of a draining plate and a backup material, and (c) is a draining plate. It is a perspective view which isolates and a backup material, and is shown.

【符号の説明】[Explanation of symbols]

1…上側セメント板 1a…中空部 2…下側セメント板 2a…中空部 3…水切り材 4…水切り板 4a…立ち上がり板部 4b…水平張出し板部 4c…垂下板部 5…第1バックアップ材 5a…通水用の凹凸 5b…平坦面 6…第2バックアップ材 7…通水部 8…シーリング材 1 ... Upper cement board 1a ... Hollow part 2 ... Lower cement board 2a ... hollow part 3 ... Draining material 4 ... Drainer 4a ... Standing plate part 4b ... Horizontal overhanging plate part 4c ... Hanging plate part 5 ... First backup material 5a ... unevenness for water flow 5b ... flat surface 6 ... Second backup material 7 ... Water flow section 8 ... Sealing material

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E001 DA01 DA02 DA03 EA05 FA53 GA13 GA20 GA53 GA73 HA01 HB02 HD08 LA03 MA02 MA06 MA15    ─────────────────────────────────────────────────── ─── Continued front page    F-term (reference) 2E001 DA01 DA02 DA03 EA05 FA53                       GA13 GA20 GA53 GA73 HA01                       HB02 HD08 LA03 MA02 MA06                       MA15

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 上下の縦張り中空押出成形セメント板間
に横方向に延びる水切り板が備えられ、 この水切り板は、上側セメント板の下端背面に沿う立ち
上がり板部と、立ち上がり板部の下端から上側セメント
板の下面に沿うように張り出す水平張出し板部と、水平
張出し板部の先端部から下方に垂れ下がる垂下板部とを
備え、 この水切り板の垂下板部の正面部に、横方向に延びる非
硬質の第1バックアップ材の背面部が貼り付けられ、こ
の背面部は横方向に凹凸を繰り返さない横方向に連続の
面からなっており、 この第1バックアップ材の正面部に、同じく横方向に延
びる第2バックアップ材の背面部が当接し、第1バック
アップ材の正面側に設けられた通水用の凹凸によって、
両バックアップ材間に上下方向に貫通する通水部が形成
され、この通水部は下側セメント板の中空部の直上位置
に備えられて、水切り板で受けられた水がこの通水部を
通じて下側セメント板の中空部に流れ込むようになされ
ており、かつ、 前記第2バックアップ材の正面側に、上下のセメント板
間を塞ぐシーリング材が充填されていることを特徴とす
る上下の縦張り中空押出成形セメント板間の横目地防水
構造。
1. A draining plate extending in a lateral direction is provided between the upper and lower vertically-extending hollow extrusion molded cement plates, and the draining plate comprises a rising plate portion along a lower end rear surface of an upper cement plate and a lower end of the rising plate portion. A horizontal overhanging plate portion that projects along the lower surface of the upper cement board, and a hanging plate portion that hangs downward from the tip of the horizontal overhanging plate portion are provided. A backside portion of the extending non-rigid first backup material is attached, and this backside surface is a continuous surface in the lateral direction that does not repeat unevenness in the lateral direction. The back surface of the second backup material that extends in the direction comes into contact with the first backup material, and the unevenness for water passage provided on the front side of the first backup material
A water passage that penetrates vertically is formed between both backup materials, and this water passage is provided directly above the hollow portion of the lower cement plate so that the water received by the draining plate passes through this water passage. Upper and lower vertical linings, which are configured to flow into the hollow portion of the lower cement board, and which is filled with a sealing material for closing the space between the upper and lower cement boards on the front side of the second backup material. Horizontal joint waterproof structure between hollow extruded cement boards.
【請求項2】 上下の縦張り中空押出成形セメント板間
に横方向に延びて備えられる水切り板であって、上側セ
メント板の下端背面に沿う立ち上がり板部、立ち上がり
板部の下端から上側セメント板の下面に沿うように張り
出す水平張出し板部、及び、水平張出し板部の先端部か
ら下方に垂れ下がる垂下板部を備えたものと、 横方向に延ばされて水切り板の垂下板部の正面部に背面
部が貼り付けられ、この背面部は横方向に凹凸を繰り返
さない横方向に連続の面部からなっており、かつ、正面
側に、水切り板に受けられた水を下側セメント板の中空
部内に流下させる通水部を形成する通水用凹凸が設けら
れている非硬質のバックアップ材とが備えられているこ
とを特徴とする、上下の縦張り中空押出成形セメント板
間の横目地防水用の水切り材。
2. A draining plate extending laterally between upper and lower vertically-extending hollow extruded cement plates, the rising plate portion extending along the lower end rear surface of the upper cement plate, and the upper cement plate from the lower end of the rising plate portion. With a horizontal overhanging plate that extends along the lower surface of the drain, and a hanging plate that hangs downward from the tip of the horizontal overhanging plate, and the front of the hanging plate of the draining plate that is extended in the lateral direction. The back part is attached to the part, and this back part consists of a laterally continuous surface part that does not repeat unevenness in the lateral direction, and the water received by the drainer board is placed on the front side of the lower cement board. A non-hard backup material provided with irregularities for water passage forming a water passage portion for flowing down into the hollow portion, and a horizontal joint between the vertically extending hollow extrusion molded cement plates. Drainer for waterproofing .
JP2002158047A 2002-05-30 2002-05-30 Horizontal joint waterproof structure between upper and lower vertical hollow extruded cement boards Expired - Fee Related JP3908091B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002158047A JP3908091B2 (en) 2002-05-30 2002-05-30 Horizontal joint waterproof structure between upper and lower vertical hollow extruded cement boards

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002158047A JP3908091B2 (en) 2002-05-30 2002-05-30 Horizontal joint waterproof structure between upper and lower vertical hollow extruded cement boards

Publications (2)

Publication Number Publication Date
JP2003343023A true JP2003343023A (en) 2003-12-03
JP3908091B2 JP3908091B2 (en) 2007-04-25

Family

ID=29773588

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007053908A1 (en) * 2005-11-11 2007-05-18 Danley Construction Products Pty Ltd Gap filling system
JP2009084811A (en) * 2007-09-28 2009-04-23 Nozawa Corp Waterproof structure of vertically-laid extruded cement board
JP2012117270A (en) * 2010-11-30 2012-06-21 Toyota Home Kk Waterproof structure for horizontal joint of external wall
JP2014114658A (en) * 2012-12-12 2014-06-26 Toyota Home Kk Drainage structure of building, and building
JP2015094158A (en) * 2013-11-13 2015-05-18 トヨタホーム株式会社 Wall structure of building
JP2015094179A (en) * 2013-11-13 2015-05-18 トヨタホーム株式会社 Building wall structure
JP2016151109A (en) * 2015-02-17 2016-08-22 大成ユーレック株式会社 Connection structure and connection method for precast concrete member
JP2018031250A (en) * 2017-05-29 2018-03-01 株式会社ノザワ Gasket for joint part of exterior wall material and waterproof structure for exterior wall material comprising the same

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007053908A1 (en) * 2005-11-11 2007-05-18 Danley Construction Products Pty Ltd Gap filling system
JP2009084811A (en) * 2007-09-28 2009-04-23 Nozawa Corp Waterproof structure of vertically-laid extruded cement board
JP2012117270A (en) * 2010-11-30 2012-06-21 Toyota Home Kk Waterproof structure for horizontal joint of external wall
JP2014114658A (en) * 2012-12-12 2014-06-26 Toyota Home Kk Drainage structure of building, and building
JP2015094158A (en) * 2013-11-13 2015-05-18 トヨタホーム株式会社 Wall structure of building
JP2015094179A (en) * 2013-11-13 2015-05-18 トヨタホーム株式会社 Building wall structure
JP2016151109A (en) * 2015-02-17 2016-08-22 大成ユーレック株式会社 Connection structure and connection method for precast concrete member
JP2018031250A (en) * 2017-05-29 2018-03-01 株式会社ノザワ Gasket for joint part of exterior wall material and waterproof structure for exterior wall material comprising the same

Also Published As

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