JPH0415858B2 - - Google Patents

Info

Publication number
JPH0415858B2
JPH0415858B2 JP59203492A JP20349284A JPH0415858B2 JP H0415858 B2 JPH0415858 B2 JP H0415858B2 JP 59203492 A JP59203492 A JP 59203492A JP 20349284 A JP20349284 A JP 20349284A JP H0415858 B2 JPH0415858 B2 JP H0415858B2
Authority
JP
Japan
Prior art keywords
foundation
draining
draining plate
plate
joint
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 - Lifetime
Application number
JP59203492A
Other languages
Japanese (ja)
Other versions
JPS6183742A (en
Inventor
Ichiro Nakaoka
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 JP20349284A priority Critical patent/JPS6183742A/en
Publication of JPS6183742A publication Critical patent/JPS6183742A/en
Publication of JPH0415858B2 publication Critical patent/JPH0415858B2/ja
Granted legal-status Critical Current

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  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は住宅等の土台水切構造に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a foundation drainage structure for houses, etc.

(従来の技術及び問題点) 従来における住宅等の土台水切方法としては土
台から基礎にかけてモルタルを塗布する方法が一
般に用いられている。
(Prior Art and Problems) As a conventional method for draining foundations of houses, etc., a method of applying mortar from foundation to foundation is generally used.

しかしながらこの方法はモルタルの塗布乾燥に
手間がかかり天候にも左右されるため施工性に問
題がある。
However, this method has problems with workability because it takes time and effort to apply and dry the mortar and is affected by the weather.

更に水切板を用いる方法も実開昭54−168013号
等に公知であるが水切板の継目の防水及び水切板
の固定方法において改良の余地があつた。
Furthermore, a method using a drain plate is known, such as in Japanese Utility Model Application No. 168013/1983, but there is room for improvement in waterproofing the joints of the drain plate and in the method of fixing the drain plate.

(発明の目的) 本発明は以上の従来の問題を解決し施工性のよ
い土台水切構造の提供を目的とする。
(Object of the Invention) The object of the present invention is to solve the above-mentioned conventional problems and provide a foundation drainage structure with good workability.

(発明の実施例) 以下本発明の土台水切構造を図面に示す実施例
に従い説明する。
(Embodiments of the Invention) The foundation drainage structure of the present invention will be described below according to embodiments shown in the drawings.

第1図及び第2図は本発明の土台水切構造を示
し、該土台水切構造は基礎1上に設置された鋼材
(図示のものは溝形鋼)等の土台2を有する。
FIGS. 1 and 2 show a foundation drainage structure according to the present invention, and the foundation drainage structure has a foundation 2 such as a steel material (the one shown is a channel steel) installed on a foundation 1.

該土台2はその頂面から正面にかけて水切板1
0により被覆される。
The base 2 has a drain plate 1 from its top surface to the front.
covered by 0.

該水切板10は第3図に示す様に鋼板等を折曲
げて形成したものである。
The drain plate 10 is formed by bending a steel plate or the like as shown in FIG.

すなわち水切板10は略L字状に相互に連続す
る頂面部12及び正面部13を有する。
That is, the draining plate 10 has a top surface portion 12 and a front surface portion 13 that are continuous with each other in a substantially L-shape.

該正面部13には横方向に延びる凹部14が設
けられ、該凹部14の背面には粘着テープ等の粘
着剤17が付着されている。
The front portion 13 is provided with a recess 14 extending in the transverse direction, and an adhesive 17 such as adhesive tape is adhered to the back surface of the recess 14.

又正面部13の下縁には前方に屈曲して垂下る
垂下り部15が連続する。
Further, a hanging portion 15 that bends forward and hangs down is continuous to the lower edge of the front portion 13.

一方前記頂面部12の後縁には上方に立上る立
上り部11が連続する。
On the other hand, a rising portion 11 that rises upward continues at the rear edge of the top surface portion 12 .

以上の水切板10はその頂面部12及び正面部
13によつて土台2を被覆すると共にその垂下り
部15において基礎1の上部を被覆した状態で土
台2に取付けられる。
The draining board 10 described above is attached to the foundation 2 with its top surface 12 and front surface 13 covering the foundation 2, and with its hanging portion 15 covering the upper part of the foundation 1.

すなわち第1図に示す様に水切板10は前記粘
着剤17によりその凹部14において土台2の正
面に粘着されて取付けられる。
That is, as shown in FIG. 1, the draining plate 10 is attached to the front surface of the base 2 in its recess 14 using the adhesive 17.

次に柱3が水切板10の継目において土台2上
に水切板10を介して設置され該水切板10と一
体的に土台2に固定される。
Next, the pillar 3 is installed on the base 2 through the drain plate 10 at the joint of the drain plate 10, and is fixed to the base 2 integrally with the drain plate 10.

すなわち柱3の底面に固定された底板4の孔4
a、水切板10の孔(図示せず)及び土台2の孔
2a(第4図参照)を貫通して挿入されるボルト
27により柱3は土台2に固定されるのである。
In other words, the hole 4 in the bottom plate 4 fixed to the bottom of the column 3
The column 3 is fixed to the base 2 by a bolt 27 inserted through a hole (not shown) in the drain plate 10 and a hole 2a (see FIG. 4) in the base 2.

次に隣接する柱3の間に壁パネル7がこれらに
支持されて水切板10の頂面12上に装着され
る。
Next, a wall panel 7 is mounted between adjacent pillars 3 and supported by them on the top surface 12 of the draining board 10.

次に水切板10は一定長さであるため継目を有
するが、該継目の防水方法の一例を第4図及び第
5図に示す。
Next, since the draining plate 10 has a fixed length, it has a seam, and an example of a method of waterproofing the seam is shown in FIGS. 4 and 5.

すなわち水切板ジヨイント20が設けられ、該
水切板ジヨイント20は前記水切板10とほぼ同
一の断面形状を有する。
That is, a drain plate joint 20 is provided, and the drain plate joint 20 has substantially the same cross-sectional shape as the drain plate 10.

すなわち立上り部21、頂面部22、正面部2
3、凹部24及び垂下り部25を有する。
That is, the rising part 21, the top part 22, the front part 2
3. It has a recessed part 24 and a hanging part 25.

該水切板ジヨイント20の表面には粘着剤、シ
ーリング剤等の防水手段が付着され、該粘着剤、
シーリング材等の防水手段が密接した状態で水切
板10の端部裏面に重ねられて接合されることに
なる。
A waterproof means such as an adhesive or a sealant is attached to the surface of the draining plate joint 20, and the adhesive,
A waterproof means such as a sealant is overlapped and bonded to the back surface of the end portion of the draining plate 10 in a close state.

又図示の実施例においては水切板ジヨイント2
0の上縁に折曲げ片26及び水切板10の下縁に
折曲げ片16が設けられ、これらを第5図に示す
様に折曲げることにより水切板ジヨイント20と
水切板10は強固に接合可能にされる。
In addition, in the illustrated embodiment, the drain plate joint 2
A bent piece 26 is provided on the upper edge of 0 and a bent piece 16 is provided on the lower edge of the drain plate 10, and by bending these pieces as shown in FIG. 5, the drain plate joint 20 and the drain plate 10 are firmly joined. made possible.

更にボルト27部分の防水のために柱3の底板
4と水切板10の間に第5図に示す様にEPDM
系フオーム等の弾性材料のシール8を用いること
が望ましい。
Furthermore, in order to waterproof the bolt 27 portion, EPDM is installed between the bottom plate 4 of the column 3 and the drainage plate 10 as shown in Fig. 5.
It is preferable to use a seal 8 of a resilient material such as foam.

又壁パネル7と水切板10の間の防水のために
第1図に示す様にシール9を壁パネル7の底面に
沿つて介装することが望ましい。
Further, in order to make the space between the wall panel 7 and the drain plate 10 waterproof, it is desirable to interpose a seal 9 along the bottom surface of the wall panel 7 as shown in FIG.

(発明の効果) 本発明の土台水切構造の実施例は以下の通りで
ありその効果を次に列記する。
(Effects of the Invention) Examples of the foundation drainage structure of the present invention are as follows, and the effects thereof are listed below.

(1) 本発明の土台水切構造は特許請求の範囲に記
載した構成であり、特に水切板により土台を被
覆するためモルタル等を用いる必要がなく、そ
の結果施工性が極めてよい。
(1) The foundation drainage structure of the present invention has the structure described in the claims, and in particular, there is no need to use mortar or the like to cover the foundation with the drainage board, and as a result, workability is extremely good.

(2) 本発明の土台水切構造は同上の構成であり、
特に水切板は粘着剤により土台に取付けられる
ため取付作業は極めて容易である。
(2) The foundation drainage structure of the present invention has the same configuration as above,
In particular, since the draining board is attached to the base with adhesive, the installation work is extremely easy.

(3) 本発明の土台水切構造は同上の構成であり、
特に水切板の継目は防水手段が付着された水切
板ジヨイントにより防水されるため継目からの
水漏れが生じない。
(3) The foundation drainage structure of the present invention has the same configuration as above,
In particular, the joints of the drain plates are waterproofed by the joints of the drain plates to which a waterproofing means is attached, so that no water leaks from the joints.

(4) 本発明の土台水切構造は同上の構成であり、
特に水切板は柱と一体的に土台に固定されるた
め固定作業の手間が削減されるのみならず確実
に固定される。
(4) The foundation drainage structure of the present invention has the same configuration as above,
In particular, the draining board is fixed to the foundation integrally with the pillar, which not only reduces the time and effort of fixing work, but also ensures secure fixation.

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

第1図は本発明の土台水切構造の斜視図、第2
図は同上断面側面図、第3図は同上土台水切構造
に用いる水切板の断面側面図、第4図は同上土台
水切構造の水切板の継目の防水に用いる水切板ジ
ヨイントの斜視図、第5図は同上水切り板ジヨイ
ントを用いた水切板の継目の斜視図。 1:基礎、2:土台、2a:孔、3:柱、4:
底板、4a:孔、7:壁パネル、8:シール、
9:シール、10:水切板、11:立上り部、1
2:頂面部、13:正面部、14:凹部、15:
垂下り部、16:折曲げ片、17:粘着剤、2
0:水切板ジヨイント、21:立上り部、22:
頂面部、23:正面部、24:凹部、25:垂下
り部、26:折曲げ片、27:ボルト。
Figure 1 is a perspective view of the foundation drainage structure of the present invention;
The figure is a cross-sectional side view of the same as above, Figure 3 is a cross-sectional side view of a drain plate used in the same foundation drain structure, Figure 4 is a perspective view of a drain plate joint used for waterproofing the joint of the drain plate of the same foundation drain structure, and Figure 5 The figure is a perspective view of a joint of a draining board using the same draining board joint. 1: Foundation, 2: Foundation, 2a: Hole, 3: Pillar, 4:
Bottom plate, 4a: hole, 7: wall panel, 8: seal,
9: Seal, 10: Draining plate, 11: Rising part, 1
2: Top part, 13: Front part, 14: Recessed part, 15:
Hanging part, 16: Bent piece, 17: Adhesive, 2
0: Draining plate joint, 21: Rising part, 22:
Top portion, 23: Front portion, 24: Recessed portion, 25: Hanging portion, 26: Bent piece, 27: Bolt.

Claims (1)

【特許請求の範囲】[Claims] 1 横方向に延びる凹部が設けられた正面部、該
正面部の上縁から後方に連続する頂面部、前記正
面部の下縁において前方に屈曲して垂下る垂下り
部及び前記頂面部の後縁において上方に立上る立
上り部からなる水切板と、防水手段が付着され該
防水手段が前記水切板の端部裏面に密着され水切
板の継目を防水する水切板ジヨイントと、前記水
切板の頂面部及び正面部によつて被覆され前記正
面部の凹部において粘着剤により前記水切板が取
付けられる土台と、前記水切板の継目において土
台上に水切板を介して設置され水切板と一体的に
土台に固定される柱と、隣接する柱の間に装着さ
れた壁パネルと、前記土台が設置され前記水切板
の垂下り部によりその上部が被覆された基礎とか
らなる土台水切構造。
1. A front part provided with a recess extending laterally, a top part continuing rearward from the upper edge of the front part, a hanging part that bends and hangs forward at the lower edge of the front part, and a rear part of the top part. A draining plate consisting of a rising portion rising upward at an edge; a draining plate joint to which a waterproofing means is attached and the waterproofing means is tightly attached to the back side of the end of the draining plate to waterproof a joint of the draining plate; and a top of the draining plate. a base that is covered by a face part and a front part and to which the draining board is attached by an adhesive in a recessed part of the front part; and a base that is installed on the base via the draining plate at the joint of the draining plate and is integrated with the draining board. A foundation drainage structure consisting of a column fixed to a column, a wall panel mounted between adjacent columns, and a foundation on which the foundation is installed and an upper part of which is covered by a hanging part of the drainage board.
JP20349284A 1984-09-28 1984-09-28 Foundation drain structure Granted JPS6183742A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20349284A JPS6183742A (en) 1984-09-28 1984-09-28 Foundation drain structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20349284A JPS6183742A (en) 1984-09-28 1984-09-28 Foundation drain structure

Publications (2)

Publication Number Publication Date
JPS6183742A JPS6183742A (en) 1986-04-28
JPH0415858B2 true JPH0415858B2 (en) 1992-03-19

Family

ID=16475049

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20349284A Granted JPS6183742A (en) 1984-09-28 1984-09-28 Foundation drain structure

Country Status (1)

Country Link
JP (1) JPS6183742A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011162999A (en) * 2010-02-09 2011-08-25 Nichiha Corp Throating
JP2015117525A (en) * 2013-12-19 2015-06-25 トヨタホーム株式会社 Water cutoff structure of building outer wall

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5771949A (en) * 1980-10-17 1982-05-06 Sekisui House Kk Attaching structure of outer wall panel

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54168013U (en) * 1978-05-17 1979-11-27

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5771949A (en) * 1980-10-17 1982-05-06 Sekisui House Kk Attaching structure of outer wall panel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011162999A (en) * 2010-02-09 2011-08-25 Nichiha Corp Throating
JP2015117525A (en) * 2013-12-19 2015-06-25 トヨタホーム株式会社 Water cutoff structure of building outer wall

Also Published As

Publication number Publication date
JPS6183742A (en) 1986-04-28

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