JPS587062A - Construction of corner drain - Google Patents
Construction of corner drainInfo
- Publication number
- JPS587062A JPS587062A JP10490481A JP10490481A JPS587062A JP S587062 A JPS587062 A JP S587062A JP 10490481 A JP10490481 A JP 10490481A JP 10490481 A JP10490481 A JP 10490481A JP S587062 A JPS587062 A JP S587062A
- Authority
- JP
- Japan
- Prior art keywords
- corner drain
- paper tube
- corner
- formwork
- drain
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (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】
本出顧はビル等の屋上の雨水排水に用いられるコーナド
レイン、すなわち横型のルーフドレインの布設方法に関
するものである。コーナドレインは通常ビル等の屋上の
内周囲に設けた雨水等の集水溝に附設するもので、開口
部は集水溝に、他方は呼樋な介して雨水立樋から地上排
水溝につながうている。このコーナドレインの取付けは
、呼樋が側壁を貫通してコーナドレインの吐出管に接続
○しなければならないこと及び適当な排水勾配を設ける
必要から、いわゆる後付けとされる。すなわち第1図の
取付は断面図に示す如く、゛スラブコンクリート/の打
設に際しては、コーナドレイン2の取付は予定位置を空
洞//としておき、コンクリート打設後型枠が取外され
てから、′コーナドレイン2の本体の位置決゛めをし、
呼樋3を接続してから空洞//を均しモルタル/2を流
入して取付けるという布設方法がとられている。しかし
この後付けの方法は、後から流入する均しモ°ルタル/
、2とスフプコンクリートlとの′馴染が悪く緑が切れ
やすいため漏水の原因となることが多い、又予め設ける
空洞部分が丁度柱部分に近いことがら配筋との関係で施
工上制約を受けることが多い。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for installing a corner drain, that is, a horizontal roof drain, used for draining rainwater on the roof of a building, etc. A corner drain is usually attached to a rainwater collection ditch installed around the inner circumference of the roof of a building, etc., with the opening part connected to the water collection ditch, and the other end connected from the rainwater gutter to the ground drainage ditch via a gutter. It's singing. This installation of the corner drain is a so-called retrofitting because the culvert must pass through the side wall and be connected to the discharge pipe of the corner drain, and it is necessary to provide an appropriate drainage slope. In other words, as shown in the cross-sectional view of Fig. 1, the corner drain 2 is installed at the planned position in the cavity when pouring slab concrete, and after the formwork is removed after the concrete is poured. , 'Position the main body of corner drain 2,
The installation method is such that after connecting the gutter 3, the cavity // is leveled and mortar /2 is poured in and installed. However, this method of retrofitting is difficult because of the leveling mortar that flows in later.
, 2 does not blend well with the concrete and the greenery is easily cut, which often causes water leakage, and the pre-prepared hollow part is close to the pillar part, so there are construction constraints due to the reinforcement arrangement. I often receive it.
若しこのコーナドレインを先付けにするとしても □型
枠”に呼樋貫通孔を設けなければならないため施工上型
′枠工率の工数を増加することは避けられず正確を期し
暖い1本願はこれら従来工法の欠点を除去し、コーナド
レインの布設工程を簡略イヒし、0建設工期を短縮する
工法を提供するものである。Even if this corner drain is installed in advance, it is necessary to provide a gutter through hole in the formwork, so it is inevitable that the number of man-hours for the formwork during construction will increase. The present invention provides a construction method that eliminates the drawbacks of these conventional construction methods, simplifies the corner drain installation process, and shortens the construction period.
以下本願の詳細を図面に従って説明する。第1図は従来
工法によるコーナドレインの設置断面図第2図は本願工
法による設置断面図、第3図及び第4図は本願工法の工
程別に示した断面図である第3図に示すようにコーナド
レイン本体2の呼樋ねt込み用吐出管22の外周にこの
外径と同じ内径の紙管りの一端4t/を挿入する0次に
コーナドレイン本体コを適当な勾配をつけ1位置決めす
ると同時に紙管4の端部412が側壁の外側型枠31に
当接するように切断する。コーナドレインの本体2の開
口部コlの垂直面縁部は側壁の内側型枠!2に(ぎ等で
固定すると共に平面縁部も保護膜押え板!3を固定する
。この際コーナドレインの浦口部2/とこれら型枠!2
及び押え板33の間には、コンクリート打設したとき゛
、開口部2/からコンクリートが流入しないように適宜
の保護膜23を施す、側壁の外側用型枠j/の前記紙管
lの端部4tコが接する位置には、固定用脚部61を0
もつ合成樹脂等の短筒で形成される紙管位置決め具6を
固定する。この紙管位置決め具乙の外径は紙管4に挿入
できる大きさとしである゛1紙管りの端部で2をこの位
置決め具乙に挿入することによって、紙管りは、型枠3
/に固定される。この状態でスラブおよび側壁コンクリ
ートを打設する。The details of the present application will be explained below with reference to the drawings. Figure 1 is a cross-sectional view of corner drain installation using the conventional method. Figure 2 is a cross-sectional view of corner drain installation using the present method. Figures 3 and 4 are cross-sectional views showing each step of the present method. Insert one end 4t of a paper pipe with the same inner diameter as this outer diameter into the outer periphery of the discharge pipe 22 for fitting the corner drain main body 2. Next, set the corner drain main body at an appropriate slope and position it. At the same time, the paper tube 4 is cut so that the end 412 comes into contact with the outer formwork 31 of the side wall. The vertical edge of the opening of the main body 2 of the corner drain is the inner formwork of the side wall! At the same time, fix the protective film holding plate ! 3 on the flat edge with gi.
And between the holding plate 33, an appropriate protective film 23 is applied to prevent concrete from flowing in from the opening 2/ when concrete is poured. At the position where the 4t is in contact, the fixing leg 61 is
A paper tube positioner 6 formed of a short tube made of synthetic resin or the like is fixed. The outer diameter of this paper tube positioning tool B is large enough to be inserted into the paper tube 4. By inserting 1 into this positioning tool B at the end of the paper tube, the paper tube can be inserted into the formwork 4.
Fixed to /. In this state, the slab and side wall concrete will be poured.
コンクリート固化後型枠31.!コ及び押え板S3を取
外し紙管lの端部Jjから呼樋3を挿入しその先端3/
’11コーナドレイン2の吐出管22の内側へねじ込む
、呼樋3と紙管lとの間隙部分l/にはモルタル/3を
注入充填する。賞これに先立つて紙管りを除去してもよ
い、一方コーナドレインクの開ロ部コ/側は公知の手段
で水平面及び垂直面縁部に沿うてアスファルト等の防水
層/4tを布敷し、その上を仕上げ悄ルタルl!によっ
て仕上げする。コーナドレインの開口部まわリノ工率が
完了したら第2図に示すように開口部2/に 3防水
層押えコクをボルト締めし、ストレーナ−jをビス止め
すれば、コーナドレインの布設工事が(−)完了する0
以上の説明では1紙管を使用したものを示したが、管体
であれば金属であっても合成樹脂であっても同様の効果
が得られる。Formwork after concrete solidification 31. ! Remove the holding plate S3 and insert the gutter 3 from the end Jj of the paper tube l, and
Mortar /3 is injected and filled into the gap l/ between the gutter 3 and the paper tube l, which is screwed into the inside of the discharge pipe 22 of the '11 corner drain 2. Prior to this, the paper tube may be removed; on the other hand, a waterproof layer of asphalt or the like should be laid on the opening side of the corner drain by a known method along the edges of the horizontal and vertical surfaces. , and finish it off! Finish by. Once the corner drain opening has been renovated, tighten the waterproof layer retainer 3 to the opening 2/3 with bolts and secure the strainer j with screws, as shown in Figure 2, and the corner drain installation work is complete ( -) Completed 0
Although the above explanation uses a single paper tube, the same effect can be obtained even if the tube body is made of metal or synthetic resin.
上記説明の如く、本願は紙管を用いることによ、うて型
枠工事の段階で簡単に呼樋貫通孔を確保で来ること及び
コーナドレイン本体を先付けとすることが出来るために
従来工法のような均しモルタルを流入する工程が不要と
な秒、それに伴ってコンクリートとの馴染みが悪いため
に発生する漏水事故も避けることができ令。また施工の
工期もドレイン本体を先付けとするため大巾に短縮でき
るという優れた効果がある。As explained above, in this application, by using paper tubes, it is possible to easily secure the gutter through hole at the stage of the vertical formwork construction, and the corner drain body can be installed in advance, which is different from the conventional construction method. There is no need for the process of pouring leveled mortar into the concrete, and water leakage accidents that occur due to poor compatibility with concrete can also be avoided. Another advantage is that the construction period can be significantly shortened because the drain itself is installed first.
第7図は従来工法によるコーナドレインの設置断面図、
wg2図は本願工法による設置断面図、第3図及び#I
、4を図は本願工法の工程別に示した断面図である。/
はコンクリート、/lは空洞部、72 ktモルタル、
コはコーナドレイン本体、22はコーナドレインの吐出
管、3は呼樋、りは紙管、○S/及び!2は型枠である
。
第1図
第2図
第3図
莞4図Figure 7 is a cross-sectional view of corner drain installation using the conventional construction method.
Fig. wg2 is a sectional view of the installation according to the proposed construction method, Fig. 3 and #I
, 4 are cross-sectional views showing each step of the construction method of the present application. /
is concrete, /l is cavity, 72 kt mortar,
ko is the corner drain body, 22 is the corner drain discharge pipe, 3 is the gutter, ri is the paper tube, ○S/and! 2 is a formwork. Figure 1 Figure 2 Figure 3 Figure 4
Claims (1)
記コーナドレイン本体の吐出管の外周に紙管を挿入し、
前記紙管の端部な側壁外側型枠に固定し、コンクリート
を打設した後、前記型枠を取、外し、呼樋を紙管に挿入
じてコーナドレインの吐出管にねじ込むコーナドレイン
の布設方法。Fixing the corner drain main body opening to the side wall inner formwork, inserting a paper tube into the outer periphery of the discharge pipe of the corner drain main body,
Installation of a corner drain by fixing the end of the paper tube to the outer formwork of the side wall and pouring concrete, then removing the formwork, inserting the gutter into the paper tube and screwing it into the discharge pipe of the corner drain. Method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10490481A JPS587062A (en) | 1981-07-03 | 1981-07-03 | Construction of corner drain |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10490481A JPS587062A (en) | 1981-07-03 | 1981-07-03 | Construction of corner drain |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS587062A true JPS587062A (en) | 1983-01-14 |
JPS6213464B2 JPS6213464B2 (en) | 1987-03-26 |
Family
ID=14393112
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10490481A Granted JPS587062A (en) | 1981-07-03 | 1981-07-03 | Construction of corner drain |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS587062A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62180137U (en) * | 1986-05-07 | 1987-11-16 | ||
JP2008240326A (en) * | 2007-03-27 | 2008-10-09 | Mitsui Home Co Ltd | Drainage structure and its construction method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS569564A (en) * | 1979-07-03 | 1981-01-31 | Toshiaki Genjiyun | Method of making through hole in building |
JPS6014840U (en) * | 1983-07-11 | 1985-01-31 | 三和研磨工業株式会社 | Grindstone mounting structure |
-
1981
- 1981-07-03 JP JP10490481A patent/JPS587062A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS569564A (en) * | 1979-07-03 | 1981-01-31 | Toshiaki Genjiyun | Method of making through hole in building |
JPS6014840U (en) * | 1983-07-11 | 1985-01-31 | 三和研磨工業株式会社 | Grindstone mounting structure |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62180137U (en) * | 1986-05-07 | 1987-11-16 | ||
JPH0538197Y2 (en) * | 1986-05-07 | 1993-09-28 | ||
JP2008240326A (en) * | 2007-03-27 | 2008-10-09 | Mitsui Home Co Ltd | Drainage structure and its construction method |
Also Published As
Publication number | Publication date |
---|---|
JPS6213464B2 (en) | 1987-03-26 |
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