JPS6183742A - Foundation drain structure - Google Patents

Foundation drain structure

Info

Publication number
JPS6183742A
JPS6183742A JP20349284A JP20349284A JPS6183742A JP S6183742 A JPS6183742 A JP S6183742A JP 20349284 A JP20349284 A JP 20349284A JP 20349284 A JP20349284 A JP 20349284A JP S6183742 A JPS6183742 A JP S6183742A
Authority
JP
Japan
Prior art keywords
foundation
front part
plate
draining plate
base
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
JP20349284A
Other languages
Japanese (ja)
Other versions
JPH0415858B2 (en
Inventor
中岡 一郎
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

Links

Landscapes

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分身) 本発明は住宅等の土台水切fI′ζ造に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application) The present invention relates to a foundation drain fI'ζ 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
かり天険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 subject to natural disasters.

(発明の目的9 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っ (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。
(Objective of the Invention 9) An object of the present invention is to solve the above-mentioned conventional problems and provide a foundation drainage structure with good workability. explain.

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hVi造は基礎m上に設置された鋼材(図示のも
のは溝形jlli1)等の土台;2)を有する。
FIGS. 1 and 2 show the foundation drainage structure of the present invention, and the foundation drainage structure has a base made of steel (the one shown is a groove-shaped structure) installed on a foundation m; 2).

該土台:2)はその頂面から正面にかけて水ffJ版(
101により被覆される。
The base: 2) has water ffJ version (
101.

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)は略し字状に相互に連続する頂
面部、12)及び正面部131を何する。
That is, the draining plate (10) has a top surface 12) and a front surface 131 that are continuous with each other in an abbreviated shape.

該正面g旧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
剤同が付着されている。
The front surface 13) is provided with a recess (14) extending laterally, and an adhesive 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(/I:屈曲して垂下
る垂下り部(15)が連続する。
Further, a hanging part (15) that is bent and hangs down is continuous to the lower edge of the front part (13).

一方前記頂面部112)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) rising upward continues at the rear edge of the top surface portion 112.

以上の水切板(lO)はその頂面部(12)及び正面部
(13)によって土台(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慰
で土台i2)に暇付けられる。
The above drainage plate (lO) covers the foundation (2) with its top surface (12) and front surface (13), and also covers the upper part of the foundation (1+) at its hanging portion (15), so that the foundation i2 ).

すなわち第1図に示す様に水切板tlO)は目fJ記粘
看剤(1ηによりその凹部(141において土台i2)
の正面に粘着されて収付けられる。
That is, as shown in Fig. 1, the draining plate tlO) has a concave part (base i2 at 141) due to the eye fJ adhesive agent (1η).
It is attached and stored on the front of the

次に柱(3)が土台(2)上に水切板(10)を介して
設置され固定される。
Next, the pillar (3) is installed and fixed on the base (2) via the drain plate (10).

すなわち柱(3)の底面に固定された底板(4)の孔(
4a)、水切板1o+の孔(図示せず)及び土台(2)
の孔C2a)C第4図参照)を貫通して挿入されるボル
ト、2TI&てより柱(3)は土台j2.・に固定され
るのである。
In other words, the hole (
4a), hole of draining plate 1o+ (not shown) and base (2)
The bolt inserted through the hole C2a)C (see Fig. 4), 2TI & the lever column (3) is attached to the base j2.・It is fixed at .

次に隣接する柱(3)の間には壁パネル(7)がこれら
に支持されて水1.71J版(Bの頂面V12)上に装
着される。
Next, between adjacent columns (3), wall panels (7) are supported by these and installed on the water 1.71J plate (top surface V12 of B).

次に水VJ板(10)は一定長さであるため継目を有す
るが、該イ迷目の防水方法の一例を第4図及び第5図に
示す。
Next, since the water VJ board (10) has a certain length, it has seams, and an example of a method of waterproofing the seams 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1201はiq記氷水切板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 1201 has almost the same cross-sectional shape as the ice drain plate 10) described in iq.

すなわち立上り部(21)、頂面部12カ、正面部(2
3) 、凹部嬶)及び垂下り部I25)を有する。
That is, the rising part (21), the top part 12, the front part (2
3) It has a concave portion I25) and a hanging portion I25).

該水切板ジョイン) +20)の表面には粘着剤、シー
リング材等が付イアされ、該粘着剤、シーリング材等に
おいて水切板(10)の端部裏面が重ねられて接合され
ることになる。
An adhesive, a sealant, etc. is applied to the surface of the drain plate (10), and the back surfaces of the ends of the drain plate (10) are overlapped and joined by the adhesive, sealant, etc.

又図示の実施例においては水力板ジヨイント・20)の
上縁に折曲げ片(261及び水力板(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ョインh Q20)と水切
板(10)は強固に接合可能にされる。
In addition, in the illustrated embodiment, a bent piece (261) is provided on the upper edge of the hydraulic plate joint 20, and a bent piece (16) is provided on the lower edge of the hydraulic plate (10), as shown in FIG. By bending the drain plate join hQ20) and the drain plate (10), it is possible to firmly connect them.

更にポル) [27)部分の防水のために柱(3)の底
板(4)と水切板1o)の間((第5図に示す様にEP
DM系フオーム等の弾性材料のシール(8)を用いるこ
とが望ましいっ 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
に沿って介装することが望ましい。
[27) Between the bottom plate (4) of the pillar (3) and the draining plate 1o) (as shown in Figure 5)
It is preferable to use a seal (8) made of an elastic material such as DM foam.Also, for waterproofing between the wall panel (7) and the drain plate (10), the seal (9) is attached to the wall as shown in Figure 1. It is desirable to interpose it along the bottom surface of the panel (7).

(発明の幼果) 木発明の土台水切構造の実施例は以上の通りでありその
効果を次に列記する。
(Young fruit of the invention) The embodiments of the base drainage structure of the wooden invention are as described above, and the effects thereof are listed below.

ill  木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、待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、その結実施工性が極
めてよい。
The foundation drainage structure of the ill wood invention has the structure described in the claims, and since the foundation is covered with the drainage board, there is no need to use mortar or the like, and its construction 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政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, the draining board is attached to the base with adhesive, so the installation work is extremely easy.

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

第1図は本発明の土台水切h’7j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    12・・・頂面部13・・・正面
部     14・・・四部15・・・垂下り部   
 16・・・折曲げ片17・・・粘着剤     20
・・・水切板ジヨイント21・・・立上り部    2
2・・・頂面部23・・・正面部     24・・・
凹部25・・・垂下り部    26・・・折■げ片2
7・・・ボルト 第4間第 9図 n
Figure 1 is a perspective view of the foundation drainage h'7j structure of the present invention. Figure 2 is a sectional side view of the same as above. Figure 3 is a sectional side view of a drainage board used in the foundation drainage structure as above. Figure 4 is a drainage of the foundation drainage structure as above. Figure 5 is a perspective view of a drain plate joint used for waterproofing the joints of boards. Figure 5 is a perspective view of a drain plate joint using the same drain plate joint as above. 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 12...Top part 13...Front part 14...Four parts 15...Descent part
16...Folded piece 17...Adhesive 20
...Draining plate joint 21...Rising part 2
2...Top part 23...Front part 24...
Recessed portion 25... Hanging portion 26... Folded piece 2
7... Bolt 4th section Figure 9 n

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、
前記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、該土台上に前記水切板を介して設置された柱と、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 hanging part of the top part. a draining plate consisting of a rising portion rising upward at the trailing edge;
Between a base covered by the top surface part and the front part and to which the draining plate is attached with an adhesive in a recess in the front part, a column installed on the base via the draining plate, and an adjacent column. A foundation drainage structure consisting of a wall panel attached to the foundation, and a foundation on which the foundation is installed and the upper part of which is covered by the 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 true JPS6183742A (en) 1986-04-28
JPH0415858B2 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)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5663173B2 (en) * 2010-02-09 2015-02-04 ニチハ株式会社 Draining method
JP6302236B2 (en) * 2013-12-19 2018-03-28 トヨタホーム株式会社 Water stop structure of building outer wall

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54168013U (en) * 1978-05-17 1979-11-27
JPS5771949A (en) * 1980-10-17 1982-05-06 Sekisui House Kk Attaching structure of outer wall panel

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54168013U (en) * 1978-05-17 1979-11-27
JPS5771949A (en) * 1980-10-17 1982-05-06 Sekisui House Kk Attaching structure of outer wall panel

Also Published As

Publication number Publication date
JPH0415858B2 (en) 1992-03-19

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