JPS62196106A - Manufacture of u-shaped ditch made of concrete - Google Patents

Manufacture of u-shaped ditch made of concrete

Info

Publication number
JPS62196106A
JPS62196106A JP3767486A JP3767486A JPS62196106A JP S62196106 A JPS62196106 A JP S62196106A JP 3767486 A JP3767486 A JP 3767486A JP 3767486 A JP3767486 A JP 3767486A JP S62196106 A JPS62196106 A JP S62196106A
Authority
JP
Japan
Prior art keywords
mold
concrete
shaped
lining material
groove
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.)
Pending
Application number
JP3767486A
Other languages
Japanese (ja)
Inventor
川村 明輝
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP3767486A priority Critical patent/JPS62196106A/en
Publication of JPS62196106A publication Critical patent/JPS62196106A/en
Pending legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (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) 本発明は合成樹脂などのライニング材で内表面がライニ
ングされたコンクリート製U字溝の製造方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for manufacturing a U-shaped concrete groove whose inner surface is lined with a lining material such as a synthetic resin.

(従来の技術) 従来より、コンクリート製U字溝の製造は、第8図(a
)〜(C)に示す方法で行われていた。即ち、倒置した
状態のU字溝を成形するための型1′を使用し、型1′
はU字溝の両側壁を成形するための二条の溝形部11′
、11′及び該溝形部11′、11’の内壁同士を連結
し、U字溝の底壁を成形するための平板部12からなっ
ていて全体として断面逆U字形である型1内に、両側部
3′の開口縁外側に耳部4′を有する断面U字形の長尺
ライニング材2′をその開口部を下方に向けて型1′の
平板部12′及びその両側の溝形部11,11’の内壁
に沿って被嵌し、型1′内にコンクリート5′を流し込
み、養生・硬化させたのち、硬化物を型1から脱型する
方法である。尚、型1′は図において紙面の垂直方向に
連続した長尺のものである。
(Prior art) Conventionally, concrete U-shaped grooves have been manufactured as shown in Figure 8 (a).
) to (C). That is, a mold 1' for forming a U-shaped groove in an inverted state is used;
are two groove-shaped portions 11' for forming both side walls of the U-shaped groove.
, 11' and a flat plate part 12 for connecting the inner walls of the grooved parts 11', 11' and forming the bottom wall of the U-shaped groove, and having an inverted U-shaped cross section as a whole. , the long lining material 2' having a U-shaped cross section and ears 4' on the outside of the opening edges of the side parts 3' is placed in the flat plate part 12' of the mold 1' and the groove-shaped parts on both sides thereof, with the opening facing downward. In this method, the concrete 5' is fitted along the inner walls of the molds 11 and 11', poured into the mold 1', cured and hardened, and then the hardened material is removed from the mold 1. In the figure, the mold 1' is an elongated mold that is continuous in the direction perpendicular to the plane of the paper.

(発明が解決しようとする問題点) しかしながら、上記従来の方法においては、次のような
欠点があった。
(Problems to be Solved by the Invention) However, the above conventional method has the following drawbacks.

(1)型内へのコンクリートの流し込みは、通常コンク
リートを型内に密に充填させるために、通常パイブレー
ク−で振動を与えながら行われるが、該パイプレーク−
の振動によりライニング材が浮き上がり、作業性が悪(
なる。
(1) Concrete is usually poured into a mold while being vibrated with a pie break in order to densely fill the concrete into the mold.
The vibration causes the lining material to lift up, making workability poor (
Become.

(2)また、ライニング材が浮き上がるため、型と今イ
ニング材との間にコンクリートが入り込み、得られるU
字溝の内面仕上がり状態が悪くなり、見栄えがよくない
という欠点もあった。
(2) Also, as the lining material rises, concrete enters between the mold and the lining material, resulting in the U.
Another disadvantage was that the inner surface of the grooves was poorly finished and did not look good.

(3)さらに、従来の方法で得られるU字溝は、ライニ
ング材の耳部がコンクリート層に単に埋設されているだ
けであり、例えばライニング材が合成樹脂製の場合、コ
ンクリートとの密着性もあまりよくなく、しかも熱膨張
率が異なるため、密着性に優れたものが得られないとい
う欠点もあった。
(3) Furthermore, in the U-shaped groove obtained by the conventional method, the ears of the lining material are simply buried in the concrete layer. For example, if the lining material is made of synthetic resin, the adhesion to the concrete may be poor. Moreover, since the thermal expansion coefficients were different, it was not possible to obtain a product with excellent adhesion.

(問題点を解決するための手段) 本発明は上記従来方法の欠点を解消し、内面仕上がり状
態が良好で、且つライニング材とコンクリートとの密着
性が優れたU字溝を作業性良(製造することができる方
法を提供することである。
(Means for Solving the Problems) The present invention eliminates the drawbacks of the conventional methods described above, and creates U-shaped grooves with good internal finish and excellent adhesion between the lining material and concrete with good workability (manufacturing). The purpose is to provide a method that can be used.

即ち、本発明の要旨は、コンクリート製U字溝を製造す
るに当たり、倒置した状態のU字溝を成形するための型
を使用し、咳型はU字溝の両側壁を成形するための二条
の溝形部及び該溝形部の内壁同士を連結し、U字溝の底
壁を成形するための平板部からなっていて全体として略
逆U字形であり、断面U字形の長尺ライニング材をその
開口部を下方に向けて型の平板部及びその両側の溝形部
の内壁に沿って被嵌し、長尺ライニング材の両側開口縁
部の外側に耳部が突設され、該耳部に複数の穴が穿設さ
れ、該耳部の穴に先端に係止凸部を有する固定治具の先
端を挿入係止してライニング材を固定し、次いで型内に
コンクリートを注入し、養生、硬化させることを特徴と
するコンクリート製U字溝の製造方法に有する。
That is, the gist of the present invention is that when manufacturing a concrete U-shaped groove, a mold for forming the U-shaped groove in an inverted state is used, and the cough mold is made of two molds for forming both side walls of the U-shaped groove. A long lining material consisting of a groove-shaped part and a flat plate part for connecting the inner walls of the groove-shaped part and forming the bottom wall of the U-shaped groove, and having a generally inverted U-shape as a whole and a U-shaped cross section. is fitted along the inner walls of the flat plate part of the mold and the groove-shaped parts on both sides of the mold with the opening facing downward, and ears are provided protruding outside the edges of the opening on both sides of the long lining material, and the ears A plurality of holes are drilled in the ear portion, and the tip of a fixing jig having a locking convex portion at the tip is inserted and locked into the hole of the ear portion to fix the lining material, and then concrete is poured into the mold, A method for manufacturing a concrete U-shaped groove, which includes curing and hardening.

本発明において使用されるライニング材の材質は特に限
定されず、例えばポリエチレン、ポリ塩化ビニル、超高
分子量ポリエチレン、ポリエステル樹脂などの合成樹脂
、ガラス繊維などの繊維強化材で補強された繊維強化合
成樹脂、あるいはステンレスなどの金属製のものが挙げ
られる。中でも、超高分子量ポリエチレン、ガラス繊維
で補強されたポリエステル樹脂などは表面のFf?擦係
数が小さいので、雪の輸送に使用するU字溝として使用
する場合好適である。
The material of the lining material used in the present invention is not particularly limited, and examples include synthetic resins such as polyethylene, polyvinyl chloride, ultra-high molecular weight polyethylene, and polyester resins, and fiber-reinforced synthetic resins reinforced with fiber-reinforced materials such as glass fibers. , or one made of metal such as stainless steel. Among them, ultra-high molecular weight polyethylene, polyester resin reinforced with glass fiber, etc. have a surface Ff? Since the coefficient of friction is small, it is suitable for use as a U-shaped groove for transporting snow.

以下、本発明の一実施例を図面を参照して説明する。Hereinafter, one embodiment of the present invention will be described with reference to the drawings.

第1図〜第4図は本発明の製造プロセスを示す説明図で
ある。
1 to 4 are explanatory views showing the manufacturing process of the present invention.

図において、1は全体として断面形状が逆U字形の型で
あり、倒置した状態のU字溝を成形するために、U字溝
の両側壁を成形するための二条の溝形部11.11と、
該溝形部11,11の内壁同士を連結し、U字溝の底壁
を成形するための平板部12とからなっている。型1は
図において紙面の垂直方向に連続する長尺のものである
In the figure, 1 is a mold having an inverted U-shaped cross section as a whole, and in order to mold the U-shaped groove in an inverted state, two groove-shaped parts 11 and 11 are used to mold both side walls of the U-shaped groove. and,
It consists of a flat plate part 12 that connects the inner walls of the groove-shaped parts 11, 11 and forms the bottom wall of the U-shaped groove. The mold 1 is an elongated mold that continues in the direction perpendicular to the plane of the paper in the figure.

4はライニング材であり、その断面形状は型lと同様の
断面U字形となされ、内面形状は型lの平板部12及び
溝形部11の内壁の表面に密着するように符合されてい
る。ライニング材4は両側部5の開口縁に耳部6を有す
る。耳部6はライニング材4の長手方向に連続して形成
されている。耳部6には、第5図に示すように、長手方
向に所定間隔を置いて複数の穴7.7・・・が穿設され
ている。穴7の形状は円形、楕円形、角形、長円形など
のいずれであってもよい。穴)の大きさは後述の固定治
具8の先端部の外径より大きく、鍔状の係止凸部9の外
径より小さければよい。
Reference numeral 4 denotes a lining material, which has a U-shaped cross section similar to that of the mold 1, and its inner surface conforms to the surfaces of the inner walls of the flat plate portion 12 and the grooved portion 11 of the mold 1. The lining material 4 has ears 6 at the opening edges of both side parts 5. The ears 6 are formed continuously in the longitudinal direction of the lining material 4. As shown in FIG. 5, the ear portion 6 is provided with a plurality of holes 7, 7, . . . at predetermined intervals in the longitudinal direction. The shape of the hole 7 may be circular, oval, square, oval, or the like. The size of the hole may be larger than the outer diameter of the tip of the fixing jig 8, which will be described later, and smaller than the outer diameter of the collar-shaped locking protrusion 9.

棒状の固定治具8はライニング材4を固定するためのも
のであり、先端部かられずかに離れた位置に鍔状の係止
凸部9が設けられている。
The rod-shaped fixing jig 8 is for fixing the lining material 4, and is provided with a collar-shaped locking convex portion 9 at a position slightly away from the tip.

型1の平板部12及びその両側の溝形部11.11の内
壁に沿ってライニング材4をその開口部を下方に向けて
被嵌する。尚、この際、あらかしめ型1の平板部12及
び溝形部11.11の内壁面に離型剤などを塗布して離
型処理を施してもよい。また、必要に応じて、図面に示
すように、補強用の鉄筋10を型枠1内に配置する。
The lining material 4 is fitted along the inner walls of the flat plate part 12 of the mold 1 and the grooved parts 11.11 on both sides thereof, with the opening thereof facing downward. At this time, a mold release treatment may be performed by applying a mold release agent or the like to the inner wall surfaces of the flat plate portion 12 and the grooved portions 11.11 of the roughening mold 1. Furthermore, reinforcing reinforcing bars 10 are placed within the formwork 1 as required, as shown in the drawings.

次いで、ライニング材4の耳部6の穴7に固定治具8の
先端を差し込み、該治具8の鍔状係止凸部9を耳部6に
係止させてライニング材4を型1内に固定する。
Next, the tip of the fixing jig 8 is inserted into the hole 7 of the ear part 6 of the lining material 4, and the brim-like locking convex part 9 of the jig 8 is engaged with the ear part 6, so that the lining material 4 is inserted into the mold 1. Fixed to.

尚、固定治具8の他端は型外で支持・固定されている(
図示せず)。
The other end of the fixing jig 8 is supported and fixed outside the mold (
(not shown).

ライニング材4の固定が終わったのち、型1内にコンク
リート2を流し込み、パイブレーク−(図示せず。)で
振動を与えながら所定高さまでコンクリートの打ち込み
を行う。この際、ライニング材4は固定治具8で型1の
平板部12及び溝形部11.11の内壁表面に密着・固
定されているので、ハイブレーク−の振動を受けても、
ライニング材4の浮き上がりは防止される。また、ライ
ニング材4と型1の平板部12及び溝形部11.11の
内壁面との間に隙間が生じないので、コンクリート2が
ライニング材4と型1の平板部12及び溝形部11.1
1の内壁面との間に入り込むことがなく、得られる製品
の仕上がり状態は良好で見栄えのよいものとなる。
After the lining material 4 is fixed, concrete 2 is poured into the mold 1, and the concrete is poured to a predetermined height while being vibrated with a pie break (not shown). At this time, the lining material 4 is closely attached and fixed to the inner wall surfaces of the flat plate part 12 and the grooved part 11.11 of the mold 1 by the fixing jig 8, so even if it receives high-break vibration,
Lifting of the lining material 4 is prevented. Moreover, since no gap is created between the lining material 4 and the inner wall surfaces of the flat plate part 12 and the grooved part 11.11 of the mold 1, the concrete 2 is .1
1 and the inner wall surface of 1, and the finished product obtained has a good finish and good appearance.

さらに、ライニング材4の耳部6の穴7に差し込まれて
いる固定治具8の先端部の外径は穴7より小さいので、
第6図に示すように、コンクリート2は耳部6の穴7に
も一充填される。このため、ライニング材4は耳部6の
穴7に充填されたコンクリート2により、コンクリート
と強固に埋設一体化される。
Furthermore, since the outer diameter of the tip of the fixing jig 8 inserted into the hole 7 of the ear part 6 of the lining material 4 is smaller than the hole 7,
As shown in FIG. 6, the concrete 2 is also filled into the hole 7 of the ear 6. Therefore, the lining material 4 is firmly buried and integrated with the concrete by the concrete 2 filled in the hole 7 of the ear part 6.

次いで、コンクリート2を養生・硬化させたのち、硬化
物を型1から取り出し、コンクリート層の外側に突き出
た固定冶具8の一部を切断することにより、ライニング
材で内表面がライニングされたコンクリート類のV字溝
Aが製造される(第7図参照)。
Next, after curing and hardening the concrete 2, the cured product is taken out from the mold 1 and a part of the fixing jig 8 that protrudes outside the concrete layer is cut, thereby producing concrete whose inner surface is lined with a lining material. A V-shaped groove A is manufactured (see FIG. 7).

(発明の効果) 以上のように、本発明のコンクリート類のU字溝の製造
方法においては、断面U字形のライニング材の両側部の
耳部に複数の穴を穿設し、該穴に先端に係止凸部を有す
る固定治具の先端を挿入係止し、前記ライニング材を固
定してコンクリートの流し込みを行うので、パイブレー
ク−などによるコンクリート締めの際に、ライニング材
が浮き上がったり、あるいはライニング材と型との間に
隙間が生じたりすることがない。従って、内面仕上がり
状態の良好な製品を得ることができる。
(Effects of the Invention) As described above, in the method for manufacturing a U-shaped groove for concrete according to the present invention, a plurality of holes are bored in the ears on both sides of a lining material having a U-shaped cross section, and the tips of the holes are The tip of a fixing jig with a locking protrusion is inserted and locked, and the lining material is fixed before concrete is poured. Therefore, when concrete is tightened using pie breaks, etc., the lining material does not lift up or There is no gap between the lining material and the mold. Therefore, a product with a good inner surface finish can be obtained.

また、固定冶具は先端がライニング材の耳部の穴に係止
された状態で製品のコンクリート層に埋設されるので、
ライニング材とコンクリートとの密着性は強固なものと
なる。
In addition, the fixing jig is buried in the concrete layer of the product with its tip locked in the ear hole of the lining material.
The adhesion between the lining material and concrete becomes strong.

さらに、実施例のように耳部の穴の大きさに比べ、固定
冶具の先端の外径が小さいと、コンクリートは耳部の穴
にも充填される。この結果、ライニング材はより強固に
コンクリートと一体化される。また、コンクリート締め
の際、耳部の穴を通じて脱泡が一部行われるので、充填
密度の高い製品を得ることができる。
Furthermore, if the outer diameter of the tip of the fixing jig is smaller than the size of the ear hole as in the example, the concrete will also fill the ear hole. As a result, the lining material is more firmly integrated with the concrete. In addition, when concrete is compacted, some degassing takes place through the holes in the ears, making it possible to obtain a product with a high packing density.

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

第1図〜第4図は本発明方法の製造プロセスを示す説明
図、第5図は本発明方法で使用されるライニング材の一
例を示す斜視図、第6図は第3図の一部を拡大して示す
部分拡大断面図、第7図は本発明方法で得られる製品の
縦断面図、第8図(a)〜(C)は従来公知の製造プロ
セスを示す説明図である。 1・・・型、2・・・コンクリート、4・・・ライニン
グ材、6・・・耳部、7・・・穴、8・・・固定治具、
9・・・係止凸部。
Figures 1 to 4 are explanatory diagrams showing the manufacturing process of the method of the present invention, Figure 5 is a perspective view showing an example of the lining material used in the method of the present invention, and Figure 6 is a part of Figure 3. FIG. 7 is a longitudinal sectional view of a product obtained by the method of the present invention, and FIGS. 8(a) to 8(C) are explanatory diagrams showing a conventionally known manufacturing process. 1... Mold, 2... Concrete, 4... Lining material, 6... Ear part, 7... Hole, 8... Fixing jig,
9...Locking convex portion.

Claims (1)

【特許請求の範囲】[Claims] 1、コンクリート製U字溝を製造するに当たり、倒置し
た状態のU字溝を成形するための型を使用し、該型はU
字溝の両側壁を成形するための二条の溝形部及び該溝形
部の内壁同士を連結し、U字溝の底壁を成形するための
平板部からなっていて全体として略逆U字形であり、断
面U字形の長尺ライニング材をその開口部を下方に向け
て型の平板部及びその両側の溝形部の内壁に沿って被嵌
し、長尺ライニング材の両側開口縁部の外側に耳部が突
設され、該耳部に複数の穴が穿設され、該耳部の穴に先
端に係止凸部を有する固定治具の先端を挿入係止してラ
イニング材を固定し、次いで型内にコンクリートを注入
し、養生、硬化させることを特徴とするコンクリート製
U字溝の製造方法。
1. When manufacturing concrete U-shaped grooves, a mold for forming an inverted U-shaped groove is used;
It consists of two groove-shaped parts for forming both side walls of the groove and a flat plate part for connecting the inner walls of the groove-shaped parts and forming the bottom wall of the U-shaped groove, and the overall shape is approximately inverted U-shaped. A long lining material with a U-shaped cross section is fitted along the inner walls of the flat plate part of the mold and the grooved parts on both sides of the mold with its opening facing downward, and the edges of the openings on both sides of the long lining material are fitted. An ear is provided protruding from the outside, a plurality of holes are drilled in the ear, and the tip of a fixing jig having a locking convex portion at the tip is inserted into the hole of the ear and locked to fix the lining material. A method for manufacturing a concrete U-shaped groove, which comprises: then pouring concrete into a mold, curing and hardening it.
JP3767486A 1986-02-21 1986-02-21 Manufacture of u-shaped ditch made of concrete Pending JPS62196106A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3767486A JPS62196106A (en) 1986-02-21 1986-02-21 Manufacture of u-shaped ditch made of concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3767486A JPS62196106A (en) 1986-02-21 1986-02-21 Manufacture of u-shaped ditch made of concrete

Publications (1)

Publication Number Publication Date
JPS62196106A true JPS62196106A (en) 1987-08-29

Family

ID=12504172

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3767486A Pending JPS62196106A (en) 1986-02-21 1986-02-21 Manufacture of u-shaped ditch made of concrete

Country Status (1)

Country Link
JP (1) JPS62196106A (en)

Similar Documents

Publication Publication Date Title
FI87677C (en) ISOLERAD VAEGG
JPS60223640A (en) Production of pipe bend
JPS62196106A (en) Manufacture of u-shaped ditch made of concrete
US4736786A (en) Method for improving stength of gasifiable patterns
JP2625159B2 (en) Method for manufacturing formwork assembly for concrete structure and formwork assembly
JP2007510108A (en) Lining support plate and associated manufacturing method
JP3872802B2 (en) Method of joining precast concrete members
JP2977510B2 (en) Method of recycling concrete formwork and its recycled concrete formwork
EP0833727B1 (en) A method for production of reinforcement spacers and a mould for use in the production
JPS5871134A (en) Manufacture of wall material for shielding sound and external heat and for facing
JPS60236707A (en) Section
JPS59187816A (en) Preparation of frp molded piece
JPS5970457A (en) Molding method of fiber reinforced metallic member
AU706603B2 (en) A method for production of reinforcement chairs and a mould for use in the production
JP2928456B2 (en) Embedding material for concrete slab
JP2539942B2 (en) Bendable PC form and method of manufacturing the same
JPH0988336A (en) Manufacture of concrete form
JP3122440B1 (en) Formwork for cement products
JP3304434B2 (en) Manufacturing method of artificial stone
JPH07127173A (en) Slab substrate and manufacture thereof
JPH0472500A (en) Manufacture of fiber reinforced plastic fan
JPH02292416A (en) Container made of synthetic resin for structure
JPS60214907A (en) Shape
JPS62238703A (en) Method of molding fiber reinforced concrete board
JPS629911A (en) Manufacture of hollow precast concrete board