JPH0619122B2 - Drain construction method - Google Patents

Drain construction method

Info

Publication number
JPH0619122B2
JPH0619122B2 JP15183086A JP15183086A JPH0619122B2 JP H0619122 B2 JPH0619122 B2 JP H0619122B2 JP 15183086 A JP15183086 A JP 15183086A JP 15183086 A JP15183086 A JP 15183086A JP H0619122 B2 JPH0619122 B2 JP H0619122B2
Authority
JP
Japan
Prior art keywords
drain
slab
asphalt
space
waterproof sheet
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
JP15183086A
Other languages
Japanese (ja)
Other versions
JPS6311703A (en
Inventor
ゲラール、ヴアテイエ
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.)
ANDEYUSUTORIERU DEYU BETON MORAN IBE MORAN
Original Assignee
ANDEYUSUTORIERU DEYU BETON MORAN IBE MORAN
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 ANDEYUSUTORIERU DEYU BETON MORAN IBE MORAN filed Critical ANDEYUSUTORIERU DEYU BETON MORAN IBE MORAN
Priority to JP15183086A priority Critical patent/JPH0619122B2/en
Publication of JPS6311703A publication Critical patent/JPS6311703A/en
Publication of JPH0619122B2 publication Critical patent/JPH0619122B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Building Environments (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、防水層を介装した瀝青コンクリート被覆体を
着せたコンクリートスラブの端部近傍に設けるドレンの
施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a drain provided near an end of a concrete slab having a bituminous concrete covering body having a waterproof layer interposed therebetween.

本発明の方法は特に、コンクリート打設型のコンクリー
トジョイントであって、スラブの両端の被覆体の切断部
の高さに防水シート(releved′etancheite)を備え、勾
配が1%以上の工事物の場合は下端にドレンを設置し、
勾配がゼロのスラブの場合は両端にドレンを設置しなけ
ればならない場合に適用する。
The method of the present invention is particularly a concrete pouring type concrete joint, which is provided with a waterproof sheet (releved'etancheite) at the height of the cut portion of the covering body at both ends of the slab and has a gradient of 1% or more. In the case, install a drain at the bottom,
For slabs with zero slope, apply when drains must be installed at both ends.

発明の概要 本発明の方法は、被覆体と防水層とを、スラブの上面に
対してほぼ直角に、スラブの溝縁から約20cm、好まし
くは5cmのところまで切り、防水シートをその幅の一部
をスラブの上面に当てて熱間被着し、該防水シートを湾
曲させてその幅の残りの部分を被覆体の切断面に対して
ほぼ平行にして、施工すべきドレンの短手方向寸法に相
当する距離だけ展開し、スラブ上面の被覆体の切断部
と、被覆体に対してほぼ平行な防水シート部分との間の
スペースにアスフアルトを被着し、該スペース内におい
てドレンを設置し、最後にドレンの周囲に該防水シート
を当て、その端部を被覆体の切断面に熱間被着すること
を特徴とする。
SUMMARY OF THE INVENTION In the method of the present invention, the covering and the waterproof layer are cut substantially perpendicular to the upper surface of the slab up to about 20 cm, preferably 5 cm from the groove edge of the slab, and the waterproof sheet is cut to one of its widths. Part of the slab is hot-deposited against the upper surface of the slab, and the waterproof sheet is curved so that the remaining portion of the width is substantially parallel to the cut surface of the cover, and the dimension of the drain to be constructed in the lateral direction. Deployed a distance corresponding to, the cut portion of the cover on the slab upper surface, asphalt is applied to the space between the waterproof sheet portion substantially parallel to the cover, and a drain is installed in the space, Finally, the waterproof sheet is applied to the periphery of the drain, and its end is hot-deposited on the cut surface of the cover.

アスフアルトを被着する前に該スペーク内のスラブ上面
に瀝青粘着コーテイングをほどこすことが特に望まし
い。
It is especially desirable to apply a bituminous adhesive coating to the upper surface of the slab within the spake before applying the asphalt.

また、アスフアルトを被着する前に該スペースに空気を
吹付け、被覆体と防水被膜との間に溜る水を除去するこ
とがやはり望ましい。
It is also desirable to blow air into the space to remove water accumulated between the cover and the waterproof coating before applying the asphalt.

スラブに着せるアスフアルトの被着厚みは約1〜50m
m、好ましくは約5〜10mmとする。
Asphalt coating thickness for slabs is about 1-50m
m, preferably about 5-10 mm.

本発明の方法は、一般的にはアルミなどの錆びない材料
を素材とし、断面が略矩形であり、鋸引き(sciage)に
よつて長手方向に分布させて形成した切れ目(fente)
付きの形材であるところの、道路用在来型ドレンを用い
て実施する。
The method of the present invention is generally made of a material such as aluminum that does not rust, has a substantially rectangular cross-section, and is formed by cutting along the longitudinal direction by sawing (fci).
It will be carried out using a conventional drain for road, which is a profile with a mark.

本発明はまた、前記方法の実施時に、別の仕方で設置で
きる新規ドレンを提供する。
The invention also provides a new drain which can be installed in another way when carrying out the method.

本発明のドレンは、アルミ、ステンレス鋼などの錆びな
い材料を素材とする断目なしつるまきバネであることを
特徴とする。
The drain of the present invention is characterized by being a seamless spiral spring made of a material that does not rust such as aluminum or stainless steel.

実施例 本発明の前記以外の利点、特徴は、添附図面を参照しな
がら以下に展開するところの発明の詳述を通して明らか
にされる。
Embodiments Other advantages and characteristics of the present invention will be clarified through detailed description of the invention which will be developed below with reference to the accompanying drawings.

第1図に示すドレンは、アルミなどの錆びない材料を素
材とする、断面が略矩形の形材である。
The drain shown in FIG. 1 is a shape member made of a material that does not rust such as aluminum and has a substantially rectangular cross section.

この形材に鋸引きによつて切れ目2が入れられている。A cut 2 is made in this profile by sawing.

第2図に示す本発明の新規ドレン3は、アルミやステン
レン鋼などの錆びない材料を素材とする継目なしつるま
きバネである。
The novel drain 3 of the present invention shown in FIG. 2 is a seamless spiral spring made of a material that does not rust, such as aluminum or stainless steel.

本発明のこの新規ドレンは、色々な仕方で色々な用途に
適用できるが、特に本発明の方法によつて設置し、特に
ドレンの上からコンクリートを打設しなければならない
コンクリートジヨイントに適用すれば有利である。ドレ
ン3の可変形性を考えれば、この用途に適用すればこの
ドレンが素晴らしい機能を発揮することを確認した。
This new drain of the invention can be applied in different ways and for different applications, but in particular it can be applied according to the method of the invention, in particular to concrete joints where concrete must be cast from above the drain. Is advantageous. Considering the deformability of drain 3, it was confirmed that this drain exerts an excellent function when applied to this application.

今度は、第1図のドレンの設置方法を示す第3〜6図を
参照する。
Reference is now made to FIGS. 3-6 showing the method of installing the drain of FIG.

コンクリート工事物のスラブ4に、例えばエポキシ樹脂
の防水層6を介装した瀝青オンクリート被覆体5を着せ
る;防水層6とコンクリートスラブ4の間に瀝青フエル
トシートを入れることもできる。
A slab 4 of concrete construction is coated with a bitumen-on-creat covering 5 having a waterproof layer 6 made of, for example, an epoxy resin; a bituminous felt sheet can be inserted between the waterproof layer 6 and the concrete slab 4.

第3図に示すごとく、本発明の方法の実施に当つては、
まず被覆体5と防水層6とを、スラブの溝縁(bord de
feuillure)からdの距離(例えば5cm)だけ切る。
As shown in FIG. 3, in carrying out the method of the present invention,
First, the covering 5 and the waterproof layer 6 are connected to each other by a slab groove (bord de
Cut a distance of d (for example, 5 cm) from the feuillure).

続いて第4図に示すごとく、例えばアルミと瀝青の複合
材料である防水シート7をその幅8の一部をスラブの上
面に当てて熱間被着し、該防水シート7の残りの部分を
折曲げて被覆体の切断面に対してほぼ平行にして、被覆
体5からeの距離(例えば施工すべきドレンの短手方向
寸法に相当する約2cm)だけ展開する。
Then, as shown in FIG. 4, for example, a waterproof sheet 7 made of a composite material of aluminum and bitumen is hot-adhered by applying a part of its width 8 to the upper surface of the slab, and the remaining part of the waterproof sheet 7 is attached. It is bent so as to be substantially parallel to the cut surface of the covering body, and is developed by a distance of e from the covering body 5 (for example, about 2 cm corresponding to the lateral dimension of the drain to be constructed).

次の工程として、シート7の部分9と被覆体5の切断面
との間のスペースにおけるスラブの上面に瀝青粘着コー
テイングをほどこし、該スペースに空気を吹付けて空気
を除去した後アスフアルト10を被着する。
As a next step, a bitumen adhesive coating is applied to the upper surface of the slab in the space between the portion 9 of the sheet 7 and the cut surface of the covering body 5, air is blown into the space to remove air, and then the asphalt 10 is covered. To wear.

後は第6図に示すごとく、ドレン1を設置し、ドレン1
の周囲に防水シートを熱間被着し、その端部を被覆体5
の切断面に当てるだけである。
After that, as shown in FIG. 6, the drain 1 is installed, and the drain 1
A waterproof sheet is hot-applied to the periphery of the
Just apply it to the cut surface of.

これで設置したドレンの上にコンクリートを打てば、ス
ラブの端部に防水ジヨイントが完成する。
If concrete is struck on the drain installed in this way, the waterproof joint is completed at the end of the slab.

被覆体5の中に浸透する水はスラブ4の中に浸透するこ
となくドレンの中に流れ込み、氷結してスラブを損傷す
る危険性は全くない。
The water that permeates into the cover 5 flows into the drain without permeating into the slab 4, and there is no risk of damaging the slab by freezing.

第7図は第6図と同種の図であるが、第2図のドレン3
を設置した状態を示す。
FIG. 7 is a view similar to FIG. 6, but the drain 3 in FIG.
Shows the installed state.

ドレン3の設置手順は第3〜5図に示す手順と同じであ
ることは言うまでもない。
It goes without saying that the procedure for installing the drain 3 is the same as the procedure shown in FIGS.

本発明は、上記の紹介した実施態様だけに限られること
はなく、その特許請求範囲内においてこれ以外にも様々
な実施態様が可能であることは言うまでものない。
It is needless to say that the present invention is not limited to the above-mentioned introduced embodiments, and various other embodiments can be made within the scope of the claims.

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

第1図は、本発明の方法によつて設置できる在来型ドレ
ンを示す部分斜視図、第2図は、本発明の新規ドレンを
示す部分正面図、第3〜6図は、第1図のドレンを本発
明の方法に従つて設置する手順を示す部分断面図、第7
図は、第2図のドレンの設置完了図を示す部分断面図で
ある。 1,3……ドレン、4……スラブ、5……被覆体、6…
…防水層、7……シート。
FIG. 1 is a partial perspective view showing a conventional drain that can be installed by the method of the present invention, FIG. 2 is a partial front view showing a novel drain of the present invention, and FIGS. 3 to 6 are FIG. 7 is a partial sectional view showing a procedure for installing the drain of FIG.
The drawing is a partial cross-sectional view showing a completed installation diagram of the drain of FIG. 1, 3 ... Drain, 4 ... Slab, 5 ... Cover, 6 ...
... waterproof layer, 7 ... sheet.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】防水層を介装した瀝青コンクリート被覆体
を被覆したコンクリートスラブの端部近傍に設けるドレ
ンの施工方法において、被覆体と防水層とを、スラブの
上面に対してほぼ直角に、スラブの溝縁から約20cm以
内に亘って切断し、防水シートをその幅の一部をスラブ
の上面に当てて熱間被着し、該防水シートを湾曲させて
その幅の残りの部分を被覆体の切断面に対してほぼ平行
にして、施工すべきドレンの短手方向寸法に相当する距
離だけ展開し、スラブ上面の被覆体の切断部と、被覆体
に対してほぼ平行な防水シート部分との間のスペースに
アスファルトを被着し、該スペース内においてドレンを
設置し、最後にドレンの周囲に該防水シートを当て、そ
の端部を被覆体の切断面に熱間被着することを内容とす
るドレンの施工方法。
1. A method of constructing a drain provided in the vicinity of an end of a concrete slab coated with a bituminous concrete coating having a waterproof layer interposed therebetween, wherein the coating and the waterproof layer are substantially perpendicular to the upper surface of the slab. Cut within about 20 cm from the groove edge of the slab, apply a waterproof sheet to the upper surface of the slab by applying a part of the width of the slab, and bend the waterproof sheet to cover the remaining part of the width. The parallel to the cut surface of the body, expand the distance corresponding to the short-side dimension of the drain to be constructed, the cut portion of the cover on the upper surface of the slab, and the waterproof sheet part that is substantially parallel to the cover The asphalt is applied to the space between the and, the drain is installed in the space, the waterproof sheet is finally applied to the periphery of the drain, and its end is hot applied to the cut surface of the covering. How to install the drain .
【請求項2】アスファルトを被着する前に上記スペース
内のスラブ上面に瀝青粘着コーテイングをほどこすこと
を特徴とする特許請求の範囲第1項に記載の方法。
2. A method according to claim 1, characterized in that a bitumen adhesive coating is applied to the upper surface of the slab in the space before the asphalt is applied.
【請求項3】アスファルトを被着する前に上記スペース
に空気を吹付けることを特徴とする特許請求の範囲第1
項又は第2項に記載の方法。
3. The first space according to claim 1, wherein air is blown into the space before the asphalt is applied.
The method according to Item 2 or Item 2.
【請求項4】アスファルトの被着厚みが約1〜50mmで
あることを特徴とする特許請求の範囲第1項乃至第3項
のいずれかに記載の方法。
4. The method according to claim 1, wherein the asphalt has a deposition thickness of about 1 to 50 mm.
【請求項5】ドレンはアルミ、ステンレス鋼などの錆び
ない材料を素材とする継目なしつるまきバネであること
を特徴とする特許請求の範囲第1項乃至第4項のいずれ
かに記載の方法。
5. The method according to claim 1, wherein the drain is a seamless helical spring made of a material that does not rust such as aluminum or stainless steel. .
JP15183086A 1986-06-30 1986-06-30 Drain construction method Expired - Lifetime JPH0619122B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15183086A JPH0619122B2 (en) 1986-06-30 1986-06-30 Drain construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15183086A JPH0619122B2 (en) 1986-06-30 1986-06-30 Drain construction method

Publications (2)

Publication Number Publication Date
JPS6311703A JPS6311703A (en) 1988-01-19
JPH0619122B2 true JPH0619122B2 (en) 1994-03-16

Family

ID=15527240

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15183086A Expired - Lifetime JPH0619122B2 (en) 1986-06-30 1986-06-30 Drain construction method

Country Status (1)

Country Link
JP (1) JPH0619122B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0637762B2 (en) * 1988-06-20 1994-05-18 株式会社サンケンスチール Floor slab water transfer method and steel drain channel unit for slab water transfer

Also Published As

Publication number Publication date
JPS6311703A (en) 1988-01-19

Similar Documents

Publication Publication Date Title
US6385932B1 (en) Streamlined weep screed
RU2377374C1 (en) Roof tiles with at least one water course bordered with elevations
RU2456397C2 (en) Support with guide or track rail and method of such support installation
JPH0619122B2 (en) Drain construction method
US2041929A (en) Roof cleat and guard
US1978491A (en) Metal curb
US2039144A (en) Combination road parting strip and sealing cap
US1961580A (en) Pavement joint
JP3324260B2 (en) Corner building tile roofing structure
JP4249300B2 (en) Decoration material mounting structure
US2223083A (en) Molding plate for joint structures
US1871067A (en) Reenforced roofing
JPS6020642Y2 (en) Road joint expansion device
JPH0230483Y2 (en)
JP2901350B2 (en) Construction method of folded roof cover material
JPS6315461Y2 (en)
JP3032112U (en) Draining structure in front of sound insulation wall
JP3000258B2 (en) Pedestrian road boundary construction method using boundary side groove blocks
JPH06248731A (en) Cracking induction joint for reinforced concrete wall
JPS644937Y2 (en)
JP3018612U (en) Noise prevention packing for gutters, manholes, etc.
US1954554A (en) Concrete curing cover
JPS6320748Y2 (en)
JPH0131606Y2 (en)
US1645743A (en) Reenforcing and the like band for expansion-joint strips