JPS6336090Y2 - - Google Patents

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Publication number
JPS6336090Y2
JPS6336090Y2 JP9898580U JP9898580U JPS6336090Y2 JP S6336090 Y2 JPS6336090 Y2 JP S6336090Y2 JP 9898580 U JP9898580 U JP 9898580U JP 9898580 U JP9898580 U JP 9898580U JP S6336090 Y2 JPS6336090 Y2 JP S6336090Y2
Authority
JP
Japan
Prior art keywords
wall
mortar
stone
wrapped around
drainage
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.)
Expired
Application number
JP9898580U
Other languages
Japanese (ja)
Other versions
JPS5721703U (en
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 filed Critical
Priority to JP9898580U priority Critical patent/JPS6336090Y2/ja
Publication of JPS5721703U publication Critical patent/JPS5721703U/ja
Application granted granted Critical
Publication of JPS6336090Y2 publication Critical patent/JPS6336090Y2/ja
Expired legal-status Critical Current

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  • Building Environments (AREA)
  • Finishing Walls (AREA)

Description

【考案の詳細な説明】 この考案は外壁の石貼背面の漏水を排水する構
造に係り、壁面の外壁石貼を耐震性施工にして破
損を防止することを目的とした外壁石貼背面の排
水構造に関するものである。
[Detailed explanation of the invention] This invention relates to a structure for draining water leakage from the back of the stone cladding on the exterior wall, and is intended to prevent damage by making the stone cladding on the wall earthquake resistant. It's about structure.

一般に壁面の外壁石貼構造は、耐震性及び施工
の合理化をはかるために乾式工法を原則としてい
るが、外壁下部は車や物体等の振動、衝撃による
石の破損を防止するために、裏ごめモルタル等の
湿式工法とすることが望まれていた。
In general, the exterior wall stone cladding structure is constructed using the dry method in order to improve earthquake resistance and streamline construction, but the lower part of the exterior wall is lined with backing to prevent damage to the stone due to vibrations and impacts from cars and other objects. It was hoped that wet construction methods such as concrete mortar would be used.

しかながら、上記湿式工法によれば、コンクリ
ート壁と石貼背面との間に漏水が発生して、下部
の裏ごめモルタル上面に水溜りができたり、モル
タルが湿潤状態になつた場合に石貼表面に汚れ、
染み、変色を生じたり、あるいは冬季凍結により
石貼に亀裂や破損を生じたりする問題があつた。
However, according to the above-mentioned wet construction method, if water leaks between the concrete wall and the back surface of the stone wall and a puddle forms on the upper surface of the mortar at the bottom, or if the mortar becomes wet, the stone wall may leak. Dirt on the adhesive surface,
There were problems with staining, discoloration, and cracks and damage to the stone plastering due to winter freezing.

この考案は上述した湿式工法における問題を解
決するためになされたものであり、長い壁面のた
めに裏ごめモルタルの上面水勾配の処理上の難点
を解決することを含めて、コンクリート壁と石貼
り間の排水を自然にしかも容易に排出するように
した外壁石貼背面の排水構造を提供するものであ
る。
This idea was made to solve the above-mentioned problems in the wet construction method, including solving the difficulty of handling the water gradient on the top surface of back-filling mortar for long walls. To provide a drainage structure on the back side of an exterior wall stone cladding, which naturally and easily drains water between the claddings.

以下、この考案による一実施例を添付した図面
に基づいて具体的に説明する。第1図において1
は外壁石貼であり、コンクリート壁2との間に所
定の間隙3を保持して設置されている。上記コン
クリート壁2の上部は乾式工法により下部は外壁
石貼1の亀裂、破損防止のために湿式工法により
施工されている。
Hereinafter, one embodiment of this invention will be described in detail based on the attached drawings. In Figure 1, 1
The outer wall is covered with stone, and is installed with a predetermined gap 3 between it and the concrete wall 2. The upper part of the concrete wall 2 is constructed by a dry construction method, and the lower part by a wet construction method in order to prevent cracks and damage to the outer wall masonry 1.

上記外壁石貼1とコンクリート壁2との間の間
隙3に所定の高さまで裏ごめモルタル4を打設す
る際にコンクリート壁2に沿うよう前記モルタル
4の長手方向に一定間隔を有して、地盤面から裏
ごめモルタル4上面に達する排水パイプ5を埋設
する。上記排水パイプ5は孔あき塩化ビニールパ
イプで成形されたパイプ本体5aの外周部に、モ
ルタルの侵入を防ぎ、毛細管現象的作用により水
だけを吸う和紙等の浸透紙5bを巻き付け、さら
に浸透紙5bを保護するために糸を網状に巻き付
けるか、又は網目状のクロスを巻き付けた保護材
5cを施した構造に形成されている。
When pouring mortar 4 to a predetermined height in the gap 3 between the exterior wall masonry 1 and the concrete wall 2, the mortar 4 is placed at regular intervals in the longitudinal direction along the concrete wall 2. , a drainage pipe 5 is buried that reaches the upper surface of the mortar 4 from the ground surface. The drainage pipe 5 has a pipe body 5a made of a perforated vinyl chloride pipe, and a permeable paper 5b such as Japanese paper that prevents mortar from entering and absorbs only water through capillary action is wrapped around the outer periphery of the pipe body 5a. The protective material 5c is formed by winding a thread in a net shape or by wrapping a mesh cloth in order to protect the protective material 5c.

従つて、外壁石貼1とコンクリート壁2との間
の間隙3に排水パイプ5を設置して裏ごめモルタ
ル4を打設したので外壁石貼1の目地を透かして
雨水が間隙3内に染み出した漏水は裏ごめモルタ
ル4より排水パイプ5の孔を通して下部地盤に排
出されるものである。
Therefore, a drainage pipe 5 was installed in the gap 3 between the exterior wall stone cladding 1 and the concrete wall 2, and a backing mortar 4 was placed, so that rainwater could see through the joints of the exterior wall stone cladding 1 and enter the gap 3. The seeping water is discharged from the backing mortar 4 to the lower ground through the hole of the drainage pipe 5.

以上詳細に説明したように、この考案による外
壁石貼背面の排水構造は、施工が極めて容易であ
り、しかも石を透かして染み出した漏水を裏ごめ
モルタル内で排水パイプ内に吸収させながら排水
することができるものであるから、外壁石貼の表
面に漏水による染み、汚れ、変色の発生はなく、
また冬期凍結による外壁石貼の亀裂や破損は全く
なくなつた。
As explained in detail above, the drainage structure on the back of the exterior wall stone wall according to this invention is extremely easy to construct, and also allows leakage water that seeps through the stone to be absorbed into the drainage pipe within the mortar. Because it can be drained, there will be no stains, dirt, or discoloration on the surface of the exterior stone wall due to water leakage.
Additionally, there are no longer any cracks or damage to the stone walls on the exterior walls due to winter freezing.

また、従来裏ごめモルタル内に埋設した孔なし
排水パイプのように、パイプ上端にドレン口のよ
うな特別な加工や部品を装着したりする必要もな
く、排水パイプのいずれの高さからも自然に排水
することができるものであるから水勾配の違いに
よる排水処理も容易である等実用上の効果は極め
て著大である。
In addition, there is no need to install special processing or parts such as a drain port on the top end of the pipe, unlike conventional drain pipes that are buried in mortar. Since it can be drained naturally, the practical effects are extremely significant, such as ease of wastewater treatment due to differences in water gradients.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案による一実施例を示す縦断面
図、第2図はこの考案による排水パイプの構造を
示す斜視図である。 1……外壁石貼、2……コンクリート壁、3…
…間隙、4……裏ごめモルタル、5……排水パイ
プ、5a……パイプ本体、5b……浸透紙、5c
……保護材。
FIG. 1 is a longitudinal sectional view showing an embodiment of this invention, and FIG. 2 is a perspective view showing the structure of a drainage pipe according to this invention. 1...Exterior wall stone pasting, 2...Concrete wall, 3...
...Gap, 4...Drained mortar, 5...Drainage pipe, 5a...Pipe body, 5b...Permeable paper, 5c
……Protective layer.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 壁面を構成する外壁石貼とコンクリート壁間の
間隙下方部に打設された裏ごめモルタルに、地盤
からモルタル上面に達する排水パイプを前記裏ご
めモルタルの長手方向にほぼ一定間隔で埋設し、
前記排水パイプは孔あき塩化ビニールのパイプ本
体外周に和紙等の浸透紙を巻き付け、さらに該浸
透紙の外周に糸を網状に巻き付けるか、又は網目
状のクロスを巻き付けて保護材としたことを特徴
とする外壁石貼背面の排水構造。
Drainage pipes reaching from the ground to the upper surface of the mortar are buried at approximately regular intervals in the longitudinal direction of the back mortar in the back mortar cast in the lower part of the gap between the outer wall stone paving and the concrete wall that make up the wall. ,
The drainage pipe is characterized in that a permeable paper such as Japanese paper is wrapped around the outer periphery of the perforated vinyl chloride pipe body, and a thread is further wrapped around the outer periphery of the permeable paper in a net shape, or a mesh cloth is wrapped around it as a protective material. Drainage structure on the back of the stone-clad exterior wall.
JP9898580U 1980-07-14 1980-07-14 Expired JPS6336090Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9898580U JPS6336090Y2 (en) 1980-07-14 1980-07-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9898580U JPS6336090Y2 (en) 1980-07-14 1980-07-14

Publications (2)

Publication Number Publication Date
JPS5721703U JPS5721703U (en) 1982-02-04
JPS6336090Y2 true JPS6336090Y2 (en) 1988-09-26

Family

ID=29460674

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9898580U Expired JPS6336090Y2 (en) 1980-07-14 1980-07-14

Country Status (1)

Country Link
JP (1) JPS6336090Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5984114U (en) * 1982-11-29 1984-06-07 ミサワホ−ム株式会社 Structure of exterior wall panel
JPH0623487B2 (en) * 1987-03-30 1994-03-30 株式会社竹中工務店 Wet stone pasting construction method

Also Published As

Publication number Publication date
JPS5721703U (en) 1982-02-04

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