JPH0762336B2 - Waterway manufacturing method - Google Patents
Waterway manufacturing methodInfo
- Publication number
- JPH0762336B2 JPH0762336B2 JP2143587A JP2143587A JPH0762336B2 JP H0762336 B2 JPH0762336 B2 JP H0762336B2 JP 2143587 A JP2143587 A JP 2143587A JP 2143587 A JP2143587 A JP 2143587A JP H0762336 B2 JPH0762336 B2 JP H0762336B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- water passage
- fitting
- concrete
- strip
- 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
Links
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は、側溝、流雪溝等に用いられる水路、特にコン
クリート等にて形成された本体部の内周に合成樹脂製の
通水部がライニングされた水路の製造方法に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial field of use) The present invention relates to a water channel used for a gutter, a snow ditch, etc., in particular, a synthetic resin water-permeable portion on the inner circumference of a main body formed of concrete or the like. The present invention relates to a method for manufacturing a waterway lined with.
(従来の技術) 従来、側溝、流雪溝として、コンクリート製の水路が用
いられているが、最近では、このようなコンクリート製
水路の通水部に合成樹脂成形品をランニングした水路が
用いられている。このような水路は、通水部が合成樹脂
製であるため、通水が円滑に行われる。また、土圧等の
側圧に対しては、コンクリート部が支えるため、耐久性
に優れている。(Prior Art) Conventionally, a water channel made of concrete has been used as a gutter and a snow drift groove, but recently, a water channel in which a synthetic resin molded product has been run is used for a water passage portion of such a water channel made of concrete. ing. Since the water passage portion of such a water passage is made of synthetic resin, water can be smoothly passed. Further, since the concrete portion supports lateral pressure such as earth pressure, the durability is excellent.
このような水路の通水部を構成する合成樹脂成形品は、
ハンドレイアップ法やスプレーアップ法により、あるい
は押出成形により、あらかじめ所定の断面凹条に成形さ
れる。そして、所定の断面凹状に成形された合成樹脂成
形品の通水部を用いて、水路が製造される。例えば、該
通水部をコンクリートの型枠の一部として用い、所定の
断面凹状に型枠を形成し、該型枠にコンクリートを流し
込んで硬化させることにより水路が製造される。また、
完成された合成樹脂成形品の通水部とは別に、所定の断
面凹状のコンクリート製の本体部を形成し、該本体部に
通水部を接着剤にて接着することによっても製造され
る。The synthetic resin molded product that constitutes the water passage portion of such a water channel,
It is preliminarily formed into a predetermined cross-section concave line by a hand lay-up method, a spray-up method, or by extrusion molding. Then, the water passage is manufactured using the water passage portion of the synthetic resin molded product that is molded into a predetermined concave shape in cross section. For example, the water passage is manufactured by using the water passage portion as a part of a concrete mold, forming a mold having a predetermined concave cross section, and pouring the concrete into the mold to cure the concrete. Also,
Separately from the water-permeable portion of the completed synthetic resin molded product, a concrete main body having a predetermined concave cross section is formed, and the water-permeable portion is adhered to the main body with an adhesive.
(発明が解決しようとする問題点) しかしながら、上述したいずれの製造方法でも、合成樹
脂成形品の通水部は、あらかじめ所定の断面凹状に一体
成形されるため、この成形のために広いスペースが必要
である。完成された合成樹脂成形品の通水部は断面凹状
であるため、嵩が大きく、その保管のために広いスペー
スが必要となる。また運搬作業が大掛かりとなる。断面
凹状であるため、運搬に際して破損するおそれもある。
合成樹脂成形品の通水部は、その外表面に砂等を付着さ
せた状態で、あるいは実公昭39−14764号に開示されて
いるように、外面に突起を設けて、コンクリート製の本
体部と直接、もしくは接着剤を介しても接着される。直
接接着する場合、あるいは接着剤を介して接着する場合
のいずれも、両者の接着性が悪く、長期間の使用により
合成樹脂成形品の通水部がコンクリート製の本体部より
離脱するおそれがある。(Problems to be Solved by the Invention) However, in any of the above-described manufacturing methods, since the water-permeable portion of the synthetic resin molded product is previously integrally molded into a predetermined concave section, a wide space is required for this molding. is necessary. Since the water passage portion of the completed synthetic resin molded product has a concave cross section, it is bulky and requires a large space for its storage. In addition, it requires a large amount of transportation work. Since it has a concave cross section, it may be damaged during transportation.
The water-permeable portion of the synthetic resin molded product is a concrete main body portion in which sand or the like is attached to the outer surface of the molded article, or a protrusion is provided on the outer surface as disclosed in JP-B-39-14764. It is adhered directly to or via an adhesive. In both cases of direct bonding or bonding with an adhesive, the adhesiveness between the two is poor, and the water passage part of the synthetic resin molded product may separate from the concrete body part after long-term use. .
(問題点を解決するための手段) 本発明は上記従来の問題点を解決するものであり、その
目的は、コンクリート製等の本体部と合成樹脂製の通水
部とが強固に接合された水路を提供することにあり、特
に通水部の成形、運搬、保管等が容易であり、かつ多品
種少量ロットの製造に適した製造方法を提供することに
ある。(Means for Solving Problems) The present invention is to solve the above-mentioned conventional problems, and an object thereof is to firmly bond a main body made of concrete or the like and a water passage made of synthetic resin. The purpose of the present invention is to provide a water channel, and particularly to provide a manufacturing method in which the water passage part can be easily formed, transported, and stored, and which is suitable for manufacturing a large variety of small lots.
そして、本発明の水路の製造方法は、基部と、該基部の
背面に幅方向に並設された長手方向に連続する複数の係
合突条を有し、幅方向の一方の端部に嵌合突条が設けら
れ、他方の端部に嵌合凹溝が形成された帯状体の前記嵌
合突条を前記嵌合凹溝に嵌合して接続することにより、
帯条体が複数枚並設されてなる通水部材を形成する工程
と、 前記係合突条が背面側となり、かつ前記帯状体が得られ
る通水部の長手方向に対して概ね直交するように前記通
水部材を屈曲させて断面略U字状の通水部を形成する工
程と、 前記通水部を型枠の底部に設置し、該型枠の内部に上方
からコンクリートを流し込む工程とを含むことを特徴と
するものであり、これにより上記目的が達成される。The method for producing a water channel according to the present invention has a base and a plurality of engaging ridges arranged in parallel in the width direction on the back surface of the base and continuous in the longitudinal direction, and is fitted to one end in the width direction. By fitting and connecting the fitting projection of the band-shaped body in which the fitting projection is provided and the fitting groove is formed at the other end,
A step of forming a water-passing member formed by arranging a plurality of strips side by side, and the engaging projections are on the back side, and are substantially orthogonal to the longitudinal direction of the water-passing portion from which the strips are obtained. A step of bending the water passage member to form a water passage portion having a substantially U-shaped cross section; and a step of installing the water passage portion at the bottom of the formwork and pouring concrete into the formwork from above. It is characterized by including, and the above-mentioned object is achieved by this.
(実施例) 以下、本発明の一実施例を図面を参照して説明する。Embodiment An embodiment of the present invention will be described below with reference to the drawings.
第1図及び第2図は、本発明の一実施例を工程順に示す
斜視図及び断面図であって、1は本体部材、2は通水部
材、22は通水部、3は成形型、4は型枠である。通水部
材2は第3図に図示する帯状体21から構成されている。
各帯状体21は、例えば熱可塑性合成樹脂の押出成形品で
あって、円滑な表面を有する基部21aと、該基部21aの背
面に所定の間隔をあけて帯状体21の幅方向に並設された
長手方向に連続する複数の係合突条21b,21b,…とを有す
る。各係合突条21bは、先端に係止部を有した断面T字
状をなしている。係合突条21bとしては、この他断面円
形または断面三角形の係止部を先端に有したものであっ
てもよい。1 and 2 are perspective views and cross-sectional views showing one embodiment of the present invention in the order of steps, in which 1 is a main body member, 2 is a water passage member, 22 is a water passage portion, 3 is a mold, 4 is a formwork. The water-passing member 2 is composed of a strip 21 shown in FIG.
Each strip 21 is, for example, an extruded product of a thermoplastic synthetic resin, and is provided side by side in the width direction of the strip 21 with a base 21a having a smooth surface and a back surface of the base 21a with a predetermined gap. And a plurality of engaging projections 21b, 21b, ... Which are continuous in the longitudinal direction. Each of the engaging protrusions 21b has a T-shaped cross section with a locking portion at the tip. The engaging projection 21b may have a locking portion having a circular cross section or a triangular cross section at the tip.
基部21aの幅方向の一方の端部背面には、各係合突条21b
とは平行に嵌合突条21cが配設されている。該嵌合突条2
1cに相隣する係合突条21b先端の係止部21dは、嵌合突条
21c側に屈曲している。基部21aの他方の端部は、嵌合突
条21cが形成された側の基部21aの端部21iが係合し得る
係合段差21hを形成すべく段落ちし、基部21aの厚み分だ
け背面側に位置している。この部分は、嵌合突条21cが
嵌合し得るように背面側に屈曲して嵌合凹溝21eを形成
している。On the rear surface of one end in the width direction of the base portion 21a, each engaging protrusion 21b is formed.
A fitting protrusion 21c is arranged in parallel with. The mating ridge 2
The engaging portion 21d at the tip of the engaging protrusion 21b adjacent to 1c is a fitting protrusion.
It is bent to the 21c side. The other end of the base portion 21a is stepped down to form an engaging step 21h with which the end portion 21i of the base portion 21a on the side where the fitting protrusion 21c is formed can be engaged, and the back surface is formed by the thickness of the base portion 21a. Located on the side. This portion is bent toward the back side to form a fitting groove 21e so that the fitting protrusion 21c can be fitted.
嵌合凹溝21eを形成する部分には、背面側に突出する断
面T字状の係止部21fが配設されている。該嵌合凹溝21e
を形成する基部21aの端縁部は、背面側へ傾斜しつつ延
出してリブ21gを形成している。該リブ21gの先端は、こ
の帯状体21の嵌合凹溝21eに、連結すべき帯状体21の嵌
合突条21cを嵌合した場合に、その嵌合突条21cに相隣す
る係合突条21bの屈曲した係止部21dに係止する。A locking portion 21f having a T-shaped cross section that projects to the back side is disposed in the portion where the fitting groove 21e is formed. The fitting groove 21e
An edge portion of the base portion 21a forming the rib 21g extends toward the back side while inclining to form a rib 21g. When the fitting projection 21c of the band 21 to be connected is fitted into the fitting groove 21e of the band 21, the tip of the rib 21g is adjacent to the fitting projection 21c. The protrusion 21b is locked to the bent locking portion 21d.
各帯状体21は、このような構成をしており、各帯状体21
の係合段差21hに連結すべき帯状体21の端縁部21iを係合
させると共に、嵌合凹溝21eに相隣する帯状体21の嵌合
突条21cを嵌合させ、かつリブ21g先端を、連結すべき帯
状体21の係合突条21b先端の係止部21dに係止させること
により、帯状体21同士は、表面が面一な状態で、かつ二
重の接合手段により強固に連結される。こうして帯状体
21は幅方向に多数連結されて平板状の通水部材2とな
る。ただし、本発明で用いられる帯状体は叙上の形状に
限定されるものではなく、少なくとも、帯状体の幅方向
の一方の端部に嵌合突条が設けられ、他方の端部に嵌合
凹溝が形成された構造を有し、かつ長手方向に連続した
複数本の係合突条が幅方向に並設されておればよい。Each strip 21 has such a configuration, and each strip 21
The engaging edge 21i of the belt-like body 21 to be connected to the engaging step 21h is engaged with the fitting protrusion 21c of the belt-like body 21 adjacent to the fitting concave groove 21e, and the rib 21g tip Is locked to the engaging portion 21d at the tip of the engaging projection 21b of the band-shaped body 21 to be coupled, so that the band-shaped bodies 21 are firmly flush with each other with their surfaces flush with each other. Be connected. Thus the strip
A large number of 21 are connected in the width direction to form a flat plate-shaped water passage member 2. However, the strip-shaped body used in the present invention is not limited to the above-mentioned shape, and at least one end portion in the width direction of the strip-shaped body is provided with a fitting ridge and the other end portion is fitted. It suffices to have a structure in which a groove is formed, and a plurality of engaging projections continuous in the longitudinal direction be arranged side by side in the width direction.
本発明において、通水部材は叙上の如く、所定の長さに
切断された帯状体21を幅方向に多数連結することにより
得られるだけでなく、連続する帯状体21を係合突条21b
を外側にして螺旋状に巻回し、重ね合わされた端縁部の
嵌合突条と嵌合凹溝とを嵌合して接続することによって
管体を形成し、この管体を軸方向に沿った切断面で切断
することにより得ることもできる。こうして得られた通
水部材2′は第6図に平面図として図示するように、各
係合突条21bが該通水部材2′の幅方向に対して傾斜し
てあらわれ、断面はゆるやかな円弧状となる。In the present invention, the water-passing member is not only obtained by connecting a large number of strip-shaped bodies 21 cut to a predetermined length in the width direction as described above, but also the continuous strip-shaped bodies 21 are engaged with the protrusions 21b.
Is spirally wound outside, and a pipe is formed by fitting and connecting the fitting ridges and the fitting recessed grooves of the overlapped end edges, and the pipe is formed along the axial direction. It can also be obtained by cutting with a cut surface. As shown in the plan view of FIG. 6, the water-passing member 2'obtained in this manner has the engaging projections 21b that are inclined with respect to the width direction of the water-passing member 2 ', and has a gentle cross section. It becomes an arc shape.
次に、このようにして得られた通水部材2又は2′を成
形型3上に、前記係合突条21b,21bを上にして載置し、
通水部材が塑性変形するまで加熱しながら上方より押圧
力を負荷する。成形型3は得られる水路の内周面形状と
ほぼ同一の外周面形状を有する断面略U字状のものであ
って、鋼材等から製されている。通水部材2又は2′は
こうして成形型3に沿って塑性変性され、所望する断面
略U字の通水部22となる。上記加熱処理としては、通水
部材2又は2′の全体を加熱炉等によって加熱するのが
好ましいが、ヒーターが入れられた入子31を成形型3の
コーナー部に組み込むことによって、通水部材22′の屈
曲される部位のみを加熱してもよい。Next, the water-permeable member 2 or 2'obtained in this way is placed on the molding die 3 with the engaging projections 21b, 21b facing upward,
A pressing force is applied from above while heating the water-permeable member until it is plastically deformed. The molding die 3 has a substantially U-shaped cross section having an outer peripheral surface shape substantially the same as the inner peripheral surface shape of the obtained water channel, and is made of steel or the like. The water-passing member 2 or 2'is thus plastically modified along the molding die 3 to form the desired water-passing portion 22 having a substantially U-shaped cross section. As the heat treatment, it is preferable to heat the entire water-passing member 2 or 2'in a heating furnace or the like. However, by incorporating a nest 31 having a heater in the corner portion of the molding die 3, Only the bent part of 22 'may be heated.
通水部22を構成する各帯状体21は断面略U字状に形成さ
れた通水部22の長手方向に対して概ね直交することにな
る。Each band-shaped body 21 forming the water passage portion 22 is substantially orthogonal to the longitudinal direction of the water passage portion 22 formed in a U-shaped cross section.
次に、硬化したコンクリートが容易に脱型されるように
内面に鉱油等の剥離油を均一に塗布した型枠4の底部
に、通水部22を前記係合突条21b,21bが上方もしくは外
方に向くように設置する。この際、通水部22が流し込ま
れたコンクリートにより変形しないように、第2図に図
示する如く、通水部22を型枠4と一体化された支持部材
41に被せることが好ましい。こうして通水部22が底部に
設置された型枠4の内部にコンクリートを流し込む。こ
こで、コンクリートとは砂、砂利等の骨材、セメント等
の結合材及び水からなる一般的なものであるが、これ以
外にも、発泡コンクリートやレジンコンクリートであっ
てもよい。Next, a water passage portion 22 is provided above the engaging projections 21b, 21b at the bottom of the mold 4 whose inner surface is uniformly coated with a release oil such as mineral oil so that the hardened concrete can be easily demolded. Install so that it faces outward. At this time, as shown in FIG. 2, a support member in which the water passage portion 22 is integrated with the form 4 so that the water passage portion 22 is not deformed by the poured concrete.
It is preferable to cover 41. In this way, concrete is poured into the inside of the formwork 4 in which the water passage portion 22 is installed at the bottom. Here, the concrete is generally made of sand, aggregate such as gravel, a binder such as cement, and water, but may be foamed concrete or resin concrete in addition to this.
次に、コンクリートが流し込まれた型枠4全体をバイブ
レーターが具備された振動台(図示せず)の上に載せて
振動を加え、コンクリートの締固めを行なう。これは係
合突条21b,21bの間隙に空隙を生じることなくコンクリ
ートが均一に充填されることを目的として実施される。
充分に振動を加えた後、静置してコンクリートの養生を
行なうのであるが、脱型までの時間を短縮させて製品の
出荷を早めるために、60〜80℃の蒸気雰囲気下で2〜12
時間の蒸気養生を行なうのが好ましい。Next, the entire mold 4 into which the concrete is poured is placed on a vibrating table (not shown) equipped with a vibrator, and vibration is applied to compact the concrete. This is carried out for the purpose of uniformly filling the concrete without forming voids in the gaps between the engaging protrusions 21b, 21b.
After sufficiently vibrating, it is allowed to stand to cure the concrete, but in order to shorten the time until demolding and speed up product shipment, 2 to 12 in a steam atmosphere of 60 to 80 ° C.
It is preferred to perform steam curing for hours.
通水部22の係合突条21b,21bがコンクリート製の本体部
材1内に嵌入した状態で該1が充分に硬化した後に型枠
4を解体する。The mold 4 is dismantled after the engaging protrusions 21b, 21b of the water passage portion 22 are fitted into the concrete main body member 1 and the said main body 1 is sufficiently cured.
通水部22を構成する各帯状体21は該通水部22の長手方向
に対して概ね直交し、各係合突条21b,21bも概ね直交し
ているので、上方より流し込まれたコンクリートが各係
合突条21b,21bの間隙にスムーズに充填される。Since each strip 21 that constitutes the water passage portion 22 is substantially orthogonal to the longitudinal direction of the water passage portion 22 and the engaging protrusions 21b, 21b are also substantially orthogonal, the concrete poured from above is The gap between the engaging protrusions 21b, 21b is smoothly filled.
こうして、第4図に図示する通りであって第5図にその
A−A断面を示すように、各帯状体21の係合突条21b,21
bが本体部材1内に嵌入した状態で本体部材1が硬化
し、本体部材1と通水部22とが一体に嵌合された水路5
が得られる。Thus, as shown in FIG. 4 and its AA cross section in FIG. 5, the engaging projections 21b, 21 of each strip 21 are formed.
The water channel 5 in which the body member 1 is hardened in a state where b is fitted in the body member 1 and the body member 1 and the water passage portion 22 are integrally fitted.
Is obtained.
(発明の効果) 本発明の水路の製造方法は叙上の如く構成されているの
で、コンクリートが通水部の各係合突条の間隙にスムー
ズに流れ込むことにより、各係合突条が本体部材にすき
まなく嵌入し、通水部と本体部材とが強固に接着された
水路を得ることができる。(Effects of the Invention) Since the method for producing a water channel of the present invention is configured as described above, concrete smoothly flows into the gaps between the engaging projections of the water passage portion, so that the engaging projections form the main body. A water passage can be obtained in which the water passage portion and the main body member are firmly bonded to each other by fitting into the member without any clearance.
また、通水部は複数の帯状体から形成されているため、
各帯状体の保管スペースが小さくなり、更に、各帯状体
をコンパクトに梱包し得るため運搬作業が容易であり、
運搬に際して帯状体を破損するおそれもない。Also, since the water passage is formed from multiple strips,
The storage space for each band becomes smaller, and since each band can be compactly packed, it is easy to carry.
There is no risk of damage to the strip during transportation.
また、種々の大きさ、形状を有する通水部を一種類の帯
状体から容易に形成することができるので、多品種少量
ロットの水路の製造方法として好適である。Further, since the water passage portions having various sizes and shapes can be easily formed from one kind of band-shaped body, it is suitable as a method for producing a water channel for a large variety of small lots.
第1図及び第2図は本発明の水路の製造方法の一実施例
を工程順に示す斜視図及び断面図、第3図は本発明で使
用される帯状体の一例を示す断面図、第4図は本発明に
より製造された水路の一例を示す斜視図、第5図は第4
図におけるA−A断面図、第6図は本発明で使用される
通水部材の別の一例を示す平面図である。 1……本体部材、2……通水部材、21……帯状体、21b
……係合突条、21c……係合突条、21e……係合凹溝、22
……通水部、3……成形型、4……型枠、5……水路。FIGS. 1 and 2 are perspective views and cross-sectional views showing an embodiment of the method for manufacturing a water channel of the present invention in the order of steps, and FIG. 3 is a cross-sectional view showing an example of a strip used in the present invention. FIG. 4 is a perspective view showing an example of a water channel manufactured according to the present invention, and FIG.
6 is a plan view showing another example of the water-permeable member used in the present invention. 1 ... Main body member, 2 ... Water-passing member, 21 ... Band, 21b
...... Engagement ridges, 21c …… Engagement ridges, 21e …… Engagement groove, 22
…… Water passage, 3 …… Molding mold, 4 …… Form frame, 5 …… Water channel.
Claims (1)
た長手方向に連続する複数の係合突条を有し、幅方向の
一方の端部に嵌合突条が設けられ、他方の端部に嵌合凹
溝が形成された帯状体の前記嵌合突条を前記嵌合凹溝に
嵌合して接続することにより、帯条体が複数枚並設され
てなる通水部材を形成する工程と、 前記係合突条が背面側となり、かつ前記帯条体が得られ
る通水部の長手方向に対して概ね直交するように前記通
水部材を屈曲させて断面略U字状の通水部を形成する工
程と、 前記通水部を型枠の底部に設置し、該型枠の内部に上方
からコンクリートを流し込む工程とを含むことを特徴と
する水路の製造方法。1. A base portion, and a plurality of engaging ridges arranged in parallel in the width direction on the back surface of the base portion and continuous in the longitudinal direction, and a fitting ridge is provided at one end portion in the width direction. , A plurality of strips are arranged side by side by fitting and connecting the fitting projection of the strip having the fitting groove formed at the other end to the fitting groove. A step of forming a water member, and bending the water passing member so that the engagement protrusion is on the back side and is substantially orthogonal to the longitudinal direction of the water passing portion where the strip body is obtained, A method for producing a water channel, comprising: a step of forming a U-shaped water passage portion; and a step of installing the water passage portion at a bottom portion of a mold and pouring concrete into the inside of the mold from above. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2143587A JPH0762336B2 (en) | 1987-01-30 | 1987-01-30 | Waterway manufacturing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2143587A JPH0762336B2 (en) | 1987-01-30 | 1987-01-30 | Waterway manufacturing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63189511A JPS63189511A (en) | 1988-08-05 |
| JPH0762336B2 true JPH0762336B2 (en) | 1995-07-05 |
Family
ID=12054897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2143587A Expired - Lifetime JPH0762336B2 (en) | 1987-01-30 | 1987-01-30 | Waterway manufacturing method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0762336B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040072098A (en) * | 2003-02-08 | 2004-08-18 | 배수호 | Reinforced concrete bench flume for branched irrigation and drainage and mould for making the same |
-
1987
- 1987-01-30 JP JP2143587A patent/JPH0762336B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63189511A (en) | 1988-08-05 |
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