JPS6311703A - Method for constructing drain and novel drain for performingthe same - Google Patents
Method for constructing drain and novel drain for performingthe sameInfo
- Publication number
- JPS6311703A JPS6311703A JP15183086A JP15183086A JPS6311703A JP S6311703 A JPS6311703 A JP S6311703A JP 15183086 A JP15183086 A JP 15183086A JP 15183086 A JP15183086 A JP 15183086A JP S6311703 A JPS6311703 A JP S6311703A
- Authority
- JP
- Japan
- Prior art keywords
- drain
- slab
- asphalt
- covering
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 18
- 239000010426 asphalt Substances 0.000 claims description 9
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 6
- 229910052782 aluminium Inorganic materials 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 claims description 6
- 238000000576 coating method Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 239000010410 layer Substances 0.000 claims 2
- 239000011229 interlayer Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 101100008046 Caenorhabditis elegans cut-2 gene Proteins 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
Landscapes
- Building Environments (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (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】
産業上の利用分野
不発明は、防水層を介装した歴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。DETAILED DESCRIPTION OF THE INVENTION The invention relates to a method of constructing a drain near the end of a concrete slab coated with a bituminous concrete covering interposed with a waterproof layer.
不発明の方法は特に、コンクリート両押え(solin
beton )付きコンクリートジヨイントに対して
、スラブの両端の被覆体の切断部の高さに防水シート(
releve d’etancheite )を備え、
勾配がIX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
げればならない場合に適用する。The uninvented method is particularly suitable for concrete
For concrete joints with beton (beton), install a waterproof sheet (
(relevé d'étancheite),
For construction works with a slope of IX or higher, drains must be installed at the bottom end, and for slabs with a slope of zero, 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20m、好まし
くは5aN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
てほぼ平行くして、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、その端部な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 The method of the present invention involves cutting the covering and the waterproof layer approximately perpendicularly to the upper surface of the slab to about 20 m, preferably 5 aN, from the groove edge of the slab, and cutting the waterproof sheet over one width of the slab. The waterproof sheet is applied to the upper surface of the slab and hot-applied, and the remaining width of the waterproof sheet is bent so that the remaining width is approximately parallel to the cut surface of the covering, in the short direction of the drain to be constructed. Spread it a distance corresponding to the dimensions, apply asphalt to the space between the cut part of the covering on the top of the slab and the waterproof sheet part that is almost parallel to the covering, and install a drain in this space. Finally, the waterproof sheet is applied around the drain, and is hot-applied to the cut surface of the covering at the end thereof.
アスファルトな被着する前に該スペース内のスラブ上面
に歴青粘着コーティングをほどこすことが特に望ましい
。It is particularly desirable to apply a bituminous adhesive coating to the top surface of the slab in the space prior to asphaltic application.
また、アスファ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 before applying the asphalt to remove any water that may accumulate between the covering and the waterproof coating.
スラブに着せるアスファルトの被着厚みは約1〜50m
、好ましくは約5〜10調とする。The thickness of the asphalt applied to the slab is approximately 1 to 50 m.
, preferably about 5 to 10 tones.
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(sciag
e )によっ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、道路工事物
用在来型ドレンを用いて実施する。The method of the present invention generally uses a material that does not rust such as aluminum as a material, has a substantially rectangular cross section, and has a sawed (sciag)
Cuts ( e ) distributed in the longitudinal direction are formed by
It is carried out using a conventional type drain for road works, which is a profile with a fente).
本発明はまた、前記方法の実施時に、別の仕方で設置で
きる新規ドレンな提供する。The invention also provides a novel drain that can be installed in an alternative manner during the implementation of the method.
本発明のドレンは、アルミ、ステンレス914 tx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 in that it is a continuous helical spring made of a rust-free material such as aluminum or stainless steel 914 tx.
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
がら以下罠展開するところの発明の詳述を通して明らか
にされる。DESCRIPTION OF THE PREFERRED EMBODIMENTS Other advantages and features of the present invention will be made clear through the detailed description of the invention that 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 generally rectangular cross-section made of a rust-resistant material such as aluminum.
この形材に鋸引きKよって切れ目2が入れられている。A cut 2 is made in this profile by sawing K.
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 helical spring made of rust-free material 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って設置し、%に
ドレンの上からコンクリートを打つ時にコンクリート両
押え付き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
ればと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 novel drain of the present invention can be applied in a variety of ways for a variety of applications, but especially when applied to a concrete joint with double concrete supports when installed according to the method of the present invention and when pouring concrete over the drain. It's advantageous. Considering the deformability of the drain 3, it was confirmed that the drain would perform excellently when applied to this purpose.
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 to 6, which illustrate how to install the drain shown in FIG. 1.
コンクリート工事物のスラブ4に、例エバエポキシ樹脂
の防水層6を介装した歴青コンクリート被覆体5を着せ
る;防水層6とコンクIJ−トスラブ40間に歴青フェ
ルトシートを入れることもできる。The slab 4 of the concrete work is coated with a bituminous concrete covering 5 interposed with a waterproofing layer 6 of e.g. Eva epoxy resin; a bituminous felt sheet can also be inserted between the waterproofing layer 6 and the concrete IJ-toss slab 40.
第3図に示すごとく、本発明の方法の実施に当っては、
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
5個)だけ切る。As shown in FIG. 3, in carrying out the method of the present invention,
First, the covering body 5 and the waterproof layer 6 are attached to the groove edge (board) of the slab.
cut by a distance of d (for example, 5 pieces) from the feuillure.
続いて第4図に示すごとく、例えばアルミと歴青の複合
材料である防水シート7をその@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2釧)だけ展開する。Subsequently, as shown in FIG. 4, a part of the waterproof sheet 7 made of a composite material of aluminum and bitumen, for example, is applied to the upper surface of the slab and hot-applied, and the remaining part of the waterproof sheet 7 is Bend it so that it is almost parallel to the cut surface of the covering, and unfold it by a distance e from the covering 5 (for example, about 2 pieces, which corresponds to the lateral dimension of the drain to be constructed).
次の工程として、シート70部分9と被覆体5の切断面
との間のスペースにおけろスラブの上面に歴青粘着コー
ティングをはとこし、該スペースに空気を吹付けて空気
を除去した後アスファルト10を被着する。The next step is to apply a bituminous adhesive coating to the upper surface of the slab in the space between the section 9 of the sheet 70 and the cut surface of the covering 5, and after removing the air by blowing air into the space. Asphalt 10 is applied.
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、その端部な被覆体5
の切断面に当てるだけである。Afterwards, as shown in Figure 6, install drain 1 and
A waterproof sheet is hot-applied around the edge of the covering 5.
Just apply it to the cut surface.
これで設置したドレンの上にコンクリートを打てば、工
事物のスラブの端部にシートとして設置すべき防水ジヨ
イントが完成する。By pouring concrete over the drain that has been installed, a waterproof joint that should be installed as a sheet at the end of the slab of the construction work will be completed.
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(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 penetrates into the cladding 5 does not penetrate into the slab 4 (there is no risk of it flowing into the drain and 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。Figure 7 is the same type of diagram as Figure 6, but the drain 3 in Figure 2
Shows the installed state.
ドレン3の設置手順は第3〜5図に示す手頭と同じであ
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 that shown in FIGS. 3 to 5.
不発明は、上記に紹介した実施態様だゆに限られること
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゛言うまでもない。It goes without saying that the invention is not limited to the embodiments introduced above, and that various other embodiments are possible within the scope of the claims.
第1図は、本発明の方法によっ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
明の方法に従っ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。
出願人ランデュストリエル、テュ、ペトンーモラン(イ
ベ、モラン)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. Partial sectional view showing the procedure for installing according to the method of the present invention, No. 7
The figure is a partial sectional view showing a completed installation of the drain shown in FIG. 2. 1.3...Drain, 4...Slab, 5...Coating, 6...Waterproof layer, 7... Sheet. Applicant Landustriel, Tu, Peton-Moran (Ibe, Moran)
Claims (1)
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、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。 2、アスファルトを被着する前に上記スペース円のスラ
ブ上面に歴青粘着コーティ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。 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。 4、アスフアルトの被着厚みが約1〜50mm、好まし
くは約5〜10mm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。 5、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を
実施するためのドレン。[Claims] 1. In a method for constructing a drain near the end of a concrete slab covered with a bituminous concrete covering interposed with a waterproof layer, the covering and the waterproof layer are placed against the upper surface of the slab. Cut approximately 20 cm, preferably 5 cm, from the groove edge of the slab at a nearly right angle, place a part of the width of the waterproof sheet on the top of the slab and hot apply it, then curve the waterproof sheet to adjust its width. Stretch out the remaining part approximately parallel to the cut surface of the sheathing for a distance corresponding to the transverse dimension of the drain to be constructed, and align it with the cut part of the sheathing on the top surface of the slab and against the sheathing. Asphalt is applied to the space between the almost parallel parts of the waterproof sheet, a drain is installed within the space, and finally the waterproof sheet is applied around the drain, and the end is heated to the cut surface of the covering. A method of constructing a drain that involves interlayer coating. 2. The method of claim 1, further comprising applying a bituminous adhesive coating to the top surface of the space circle slab before applying asphalt. 3. The method according to claim 1 or 2, characterized in that air is blown into the space before applying the asphalt. 4. The method according to any one of claims 1 to 3, characterized in that the thickness of the asphalt applied is about 1 to 50 mm, preferably about 5 to 10 mm. 5. For implementing the method according to any one of claims 1 to 4, which is a seamless helical spring made of a rust-free material such as aluminum or stainless steel. Drain.
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 true JPS6311703A (en) | 1988-01-19 |
JPH0619122B2 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) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01318602A (en) * | 1988-06-20 | 1989-12-25 | Sanken Steel:Kk | Draining method for floor slab free water and draining steel drain ditch unit of floor slab free water |
-
1986
- 1986-06-30 JP JP15183086A patent/JPH0619122B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01318602A (en) * | 1988-06-20 | 1989-12-25 | Sanken Steel:Kk | Draining method for floor slab free water and draining steel drain ditch unit of floor slab free water |
Also Published As
Publication number | Publication date |
---|---|
JPH0619122B2 (en) | 1994-03-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8551601B2 (en) | Stone, metal and tar laminate for exterior cladding | |
US2194086A (en) | Panel joint construction | |
TW200523438A (en) | Prefab-type waterproofing structure and method for fabricating the waterproofing structure | |
JPS6311703A (en) | Method for constructing drain and novel drain for performingthe same | |
US2379051A (en) | Roofing installation and method of forming the same | |
US4288964A (en) | Method for the insulation of roofs | |
US5964549A (en) | Structural beam for crack repair | |
JP3523176B2 (en) | Renovation waterproof structure on rooftop with parapet with chin and its construction method | |
ES2042341T3 (en) | ANTI-FISSURE MULTILAYER COATING FOR FOOTWEAR. | |
KR200285919Y1 (en) | Natural Stone Panel | |
JP2771773B2 (en) | Pillow for roof tiles | |
JP2002038659A (en) | Roof-top heat insulating and waterproof panel, roof-top heat insulating and waterproof structure using it and construction method for it | |
JPS5955948A (en) | Waterproof engineering method for building | |
JPS641388Y2 (en) | ||
SU912863A2 (en) | Butt joint of roofing panels | |
JP2000017785A (en) | Valley plate for roof valley and its laying method | |
JPH05148958A (en) | Construction method for waterproofing | |
JPH0579135A (en) | Mounting structure for snow guard device | |
JPS6340599Y2 (en) | ||
JP3761986B2 (en) | Tile base material | |
JPH0327695B2 (en) | ||
JPH10131412A (en) | Work execution method for eaves of roof | |
GB1598071A (en) | Waterproofing and wetherproofing systems | |
NL8302165A (en) | HEAT-INSULATING ROOF ELEMENT. | |
JPS61176756A (en) | Siding board |