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JP2981624B2 - Method for manufacturing concrete gutter and formwork for manufacturing concrete gutter used therefor - Google Patents
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JP2981624B2 - Method for manufacturing concrete gutter and formwork for manufacturing concrete gutter used therefor - Google Patents

Method for manufacturing concrete gutter and formwork for manufacturing concrete gutter used therefor

Info

Publication number
JP2981624B2
JP2981624B2 JP3172394A JP17239491A JP2981624B2 JP 2981624 B2 JP2981624 B2 JP 2981624B2 JP 3172394 A JP3172394 A JP 3172394A JP 17239491 A JP17239491 A JP 17239491A JP 2981624 B2 JP2981624 B2 JP 2981624B2
Authority
JP
Japan
Prior art keywords
lid receiving
concrete
gutter
wall
lid
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
JP3172394A
Other languages
Japanese (ja)
Other versions
JPH05131428A (en
Inventor
和弘 蓬▲莱▼
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.)
TOKAI SHOJI BUROTSUKU KOGYO KK
Original Assignee
TOKAI SHOJI BUROTSUKU KOGYO KK
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 TOKAI SHOJI BUROTSUKU KOGYO KK filed Critical TOKAI SHOJI BUROTSUKU KOGYO KK
Priority to JP3172394A priority Critical patent/JP2981624B2/en
Publication of JPH05131428A publication Critical patent/JPH05131428A/en
Application granted granted Critical
Publication of JP2981624B2 publication Critical patent/JP2981624B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

 @

【産業上の利用分野】本発明は、側溝蓋と一体となって
道路等に使用されるコンクリート製側溝の製造方法及び
これに使用する製造型枠に関する。詳細には、本体の蓋
受け面に、騒音防止のための蓋受け弾性材を埋設固定し
たコンクリート製側溝の製造方法及びこれに使用する製
造型枠に関する。 @
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a concrete gutter used for roads and the like integrally with a gutter cover, and a manufacturing form used for the same. More specifically, the present invention relates to a method for manufacturing a concrete gutter having a cover receiving elastic material embedded and fixed for preventing noise on a cover receiving surface of a main body, and a manufacturing form used therein. @

【従来の技術】従来より、本体の裏面両端に、弾性材を
露呈して埋設固定させた側溝蓋があったが、この側溝蓋
においては、側溝蓋用の型枠にコンクリートを流し込
み、その上に弾性材を載置して上から押圧するという平
打ち法で製造されるために、前記弾性材が側溝蓋に埋め
込まれる深さが一定ではないという欠点があった。その
ため側溝蓋全体の厚みも均一ではなくなり、側溝蓋とし
て道路等に使用しても表面が平らな状態にはならなかっ
た。そこで、蓋受け面に蓋受け用の弾性材を埋設固定し
たコンクリート製側溝を使用するようになった。この種
のコンクリート製側溝は、図8及び9に示すように蓋受
け弾性材を蓋受け面に埋設する必要があるため、図12
に示すように、製造型枠の蓋受け部に蓋受け弾性材を載
置しておき、そこにコンクリートを打設するという方法
で製造されるのが一般的であるので、蓋受け弾性材が当
該側溝に埋め込まれる深さは一定であった。 @ところが、製造型枠の蓋受け部に蓋受け弾性材を載置
しておくだけでは、コンクリートの打設時に蓋受け弾性
材が位置ずれしたり、あるいはコンクリートが蓋受け弾
性材の側面からしみ込んだりするという問題があり、そ
の結果この側溝が完成した際の蓋受け弾性材の表面にコ
ンクリートが付着したり、あるいは製造型枠の汚れを清
掃する手間がかかるといった欠点があった。 @そこで昨今では、図10及び図11に示すように、表
面長手方向に凹所を有する蓋受け弾性材を用い、この弾
性材の凹所に棒磁石を嵌着して、当該棒磁石の磁力によ
り蓋受け弾性材を製造型枠の蓋受け部に密着固定するこ
とによって、蓋受け弾性材が位置ずれしたり、コンクリ
ートがその側面からしみ込むのを防止するという手段が
案出された。 @
2. Description of the Related Art Conventionally, there has been provided a gutter cover on both ends of a back surface of a main body in which an elastic material is exposed to be buried and fixed. Since the elastic material is manufactured by a flat hitting method in which the elastic material is placed and pressed from above, there is a disadvantage that the depth at which the elastic material is embedded in the side groove cover is not constant. Therefore, the thickness of the entire gutter cover was not uniform, and the surface did not become flat even when used as a gutter cover on a road or the like. Therefore, concrete gutters in which an elastic material for lid receiving is embedded and fixed on the lid receiving surface have come to be used. As shown in FIGS. 8 and 9, this type of concrete gutter needs to embed a lid receiving elastic material in the lid receiving surface.
As shown in (2), it is common to manufacture the lid receiving elastic material on the lid receiving portion of the production form by placing a concrete on the lid receiving elastic material. The depth embedded in the side groove was constant. However, simply placing the elastic member on the lid receiving part of the manufacturing form frame causes the elastic member to be displaced when concrete is poured, or the concrete seeps from the side of the elastic member. As a result, when the gutter is completed, concrete adheres to the surface of the lid receiving elastic material, or it takes time to clean the production form. Therefore, recently, as shown in FIGS. 10 and 11, a cover receiving elastic material having a recess in the surface longitudinal direction is used, and a bar magnet is fitted into the recess of the elastic material, and the magnetic force of the bar magnet is used. A method has been devised in which the lid receiving elastic material is tightly fixed to the lid receiving portion of the production form, thereby preventing the lid receiving elastic material from being displaced and preventing concrete from seeping from its side. @

【発明が解決しようとする課題】しかしながら、上記の
従来方法では蓋受け弾性材に棒磁石を嵌着する作業が煩
雑であるという問題が残されており、また形成された側
溝を脱型しこの棒磁石を蓋受け弾性材より取り外そうと
しても、コンクリートの収縮に伴う蓋受け弾性材の収縮
により当該棒磁石が締め付けられているため、当該棒磁
石を取り外す作業が困難であるという問題も残されてい
た。 @そこで案出されたのが本発明であって、その目的とす
るところは、蓋受け弾性材の装着作業が容易であって、
かつ、コンクリートを打設する際に当該蓋受け弾性材が
位置ずれしたり、コンクリートが側面よりしみ込んだり
しないコンクリート製側溝の製造方法を提供すると共
に、この製造方法に直接使用する製造型枠を提供するこ
とにある。 @
However, in the above-mentioned conventional method, there remains a problem that the operation of fitting the bar magnet to the lid receiving elastic member is complicated, and the formed side groove is removed by removing the formed side groove. Even if the bar magnet is to be removed from the lid receiving elastic material, there is still a problem that the bar magnet is tightened due to the contraction of the lid receiving elastic material due to the shrinkage of the concrete, so that it is difficult to remove the bar magnet. It had been. @The present invention was devised there, and the purpose of the invention is to easily attach the lid receiving elastic material,
In addition, the present invention provides a method for manufacturing a concrete gutter in which the cover receiving elastic material is not displaced when concrete is poured and the concrete does not seep from the side, and a manufacturing form used directly in this manufacturing method is provided. Is to do. @

【課題を解決するための手段】以上のような問題点を解
決するために、本発明が採った手段は、請求項1に記載
の発明においては、「側溝蓋300が載置される蓋受け
面41に、蓋受け弾性材70を長手方向に埋設固定した
コンクリート製側溝200を製造する方法であって、コ
ンクリート製側溝200の内壁を形成するための内壁部
11と前記内壁部11より両側に突出して前記側溝20
0の蓋受け面41を形成するための蓋受け部12を有す
る凸状体10と、前記蓋受け部12の縁端に設けられた
逆テーパ状の係止部13(蓋受け部12の側縁に向かっ
て徐々に幅広となる形状)と、この凸状体10をそれぞ
れ囲う一対の両側板20及び両端板30とからなる製造
型枠を使用し、この製造型枠の前記係止部13に前記蓋
受け弾性材70の一端を係止させつつ他端を内壁部11
はめ込みした後、コンクリートを打設することを特徴
とするコンクリート製側溝200の製造方法」をその要
旨とするものである。 @次に、請求項2に記載の発明においては、「コンクリ
ート製側溝200の内壁40を形成するための内壁部1
1と、この内壁部11より両側に突出して当該側溝20
0の蓋受け面41を形成するための蓋受け部12とを有
する凸状体10と、この凸状体10の下端の両側に開閉
自在に枢支され、当該側溝200の外壁50を形成する
ための両側板20と、前記凸状体10の下端の両端に開
閉自在に枢支され、当該側溝200の端面60を形成す
るための両端板30とからなる製造型枠において、前記
蓋受け部12の縁端に、蓋受け弾性材70の一端をはめ
込み係止するための逆テーパ状の係止部13を設けたこ
とを特徴とするコンクリート製側溝の製造型枠100」
をその要旨とするものである。 @
Means for Solving the Problems To solve the above problems, the invention adopted in the first aspect of the present invention is to provide a cover receiving member on which the gutter cover 300 is placed. A method for manufacturing a concrete gutter 200 in which a lid receiving elastic member 70 is buried and fixed in a longitudinal direction on a surface 41, wherein an inner wall portion 11 for forming an inner wall of the concrete gutter 200 and both sides from the inner wall portion 11 are formed. The side groove 20
A convex body 10 having a lid receiving portion 12 for forming a lid receiving surface 41 of zero, and an inverted tapered locking portion 13 provided on an edge of the lid receiving portion 12 (the side of the lid receiving portion 12). gradually wider and made shape) toward the edge, by using the production mold made of the convex member 10 a pair of side plates 20 and end plates 30 for enclosing each said locking portion of the manufacturing mold 13 To the lid
One end of the receiving elastic member 70 is locked while the other end is held by the inner wall portion 11.
The method of manufacturing the concrete gutter 200 is characterized in that concrete is cast after being fitted into the gutter. "<< Next, in the invention described in claim 2, "the inner wall portion 1 for forming the inner wall 40 of the concrete gutter 200"
1 and the side grooves 20 protruding to both sides from the inner wall portion 11.
A convex body 10 having a lid receiving portion 12 for forming a lid receiving surface 41 of zero, and an outer wall 50 of the side groove 200 is pivotally supported on both sides of a lower end of the convex body 10 so as to be freely opened and closed. In a manufacturing form comprising: a side plate 20 for supporting the upper and lower ends of the convex body 10 and an end plate 30 for forming an end face 60 of the side groove 200, the lid receiving portion is provided. 12. A concrete side groove manufacturing form 100 characterized by having an inverted tapered locking portion 13 for fitting and locking one end of the lid receiving elastic member 70 at an edge of the lid 12.
Is the gist. @

【発明の作用】上記のような手段を採ることにより、本
発明は以下のような作用がある。即ち、凸状体40の蓋
受け部12に逆テーパ状の係止部13を設け、この係止
部13に蓋受け弾性材70の一端を係止させつつ、他端
を内壁部11にはめ込むようにしたため、蓋受け弾性材
70を容易に製造型枠に係着できるようになる。 @また、蓋受け弾性材70は、係止部13と内壁部11
とで係止されるようにはめ込まれるため、コンクリート
の打設時に蓋受け弾性材70が位置ずれしたりあるいは
その側面からコンクリートがしみ込むことがなくなる。 @
The present invention has the following effects by adopting the above means. That is, an inverted tapered locking portion 13 is provided on the lid receiving portion 12 of the convex body 40, and one end of the lid receiving elastic member 70 is locked to the locking portion 13 while the other end is locked.
Is fitted to the inner wall portion 11, so that the lid receiving elastic member 70 can be easily engaged with the production form. The lid receiving elastic member 70 is provided between the locking portion 13 and the inner wall portion 11.
Therefore, when the concrete is poured, the lid receiving elastic member 70 does not shift or the concrete does not seep from the side surface. @

【実施例】以下、本発明に係るコンクリート製側溝20
0の製造方法及びこれに使用するコンクリート製側溝の
製造型枠100の一実施例を図1〜7に従って説明す
る。本発明のコンクリート製側溝の製造型枠100は、
図1及び2に示すようにコンクリート製側溝200の内
壁40等を形成するための凸状体10と、一対の両側板
20と、一対の両端板30とからなる。 @凸状体10は、コンクリート製側溝100の内壁40
を形成するための内壁部11と、この内壁部11より両
側に突出してコンクリート製側溝200の蓋受け面41
を形成するための蓋受け部12とを有している。そし
て、この蓋受け部12の縁端には、係止部13として方
形状の棒材が長手方向に固着されており、蓋受け弾性材
70の一端を係止するようになっている。なお、係止部
13としては、図3に示すように蓋受け部12に対して
垂直な方形状の棒材でもよいが、図4に示すようなテー
パー状になった棒材による係止部13aや、図5に示す
ような逆L字状の棒材による係止部13b等を用いる
と、蓋受け弾性材70を内壁部11と当該係止部13
a、13bとで係止するときに蓋受け弾性材70がはず
れにくくなるので好ましい。 @両側板20は、その下端が凸状体10の低面の両側で
それぞれ枢支され、回動して両サイドに開くようになっ
ており、閉じた際に端板30の上部両端に設けられた係
合金具31に嵌合する係合突起21が、当該側板20の
上部両側に設けられている。そして、これらの両側板2
0は、図8及び図9に示すようなコンクリート製側溝2
00が製品となる時に外壁50を形成するように作用す
る。 @両端板30は、その下端が凸状体10の低面の両端で
それぞれ枢支され、回動して両サイドに開くようになっ
ており、閉じた際に側板20の上部両側に設けられた係
合突起21を嵌合させる係合金具31が、当該端板30
の上部両端に設けられている。そして、これらの両端板
30は、コンクリート製側溝200が製品となる時に、
端面60を形成するように作用する。またそれぞれの端
板30には、両側板20と両端板30を閉じた際に、こ
れらを固定する固定レバー32が設けられている。 @以上のように構成されたコンクリート製側溝の製造型
枠100を使用する当該側溝200の製造方法について
述べる。最初に、図1に示すように固定レバー32を操
作してコンクリート製側溝の製造型枠100の両側板2
0及び両端板30を開いておく。次に、蓋受け部12に
蓋受け弾性材70を係着するのであるが、まず蓋受け弾
性材70の一端を係止部13に係止させる。そして他端
を内壁部11にはめ込む。このようにして蓋受け弾性材
70を長手方向に順次はめ込んでいき、係止部13と内
壁部11とで蓋受け弾性材70を係止することにより、
蓋受け弾性材70を蓋受け部12に係着させる。 @次に、両側板20及び両端板30を閉じて、固定レバ
ー32を操作して強固に固定させる。以上の操作で、コ
ンクリート製側溝の製造型枠100の準備作業を完了
し、この状態で振動を加えながら上方よりコンクリート
を流し込み、盛り上がった不要のコンクリートをコテに
より取り除いて上面を仕上げる。そして、コンクリート
が凝固するまで加熱乾燥しながらしばらく放置する。 @次に、コンクリートが凝固したならば、それを脱型す
るのであるが、固定レバー32を操作して両側板20と
両端板30を開く。その後、形成されたコンクリート製
側溝200の端面60をクレーン等により係止し、上方
に引き上げて脱型する。以上の作業により、蓋受け弾性
材70を長手方向に埋設固定したコンクリート製側溝2
00を製造することができる。 @なお、蓋受け弾性材70としては塩化ビニル等の柔ら
かいゴム材を用いると、蓋受け弾性材70の他端を内壁
部11にはめ込む操作がしやすいという点で好ましい。
更に、使用する蓋受け弾性材70としては、図12に示
す従来例において使用していた蓋受け弾性材70と同じ
ものを使用することができる。これは、蓋受け弾性材7
0が素材として柔らかいゴム材等を使用していることか
ら、湾曲し易いという利点があるため、係止部13と内
壁部11との間にはめ込むことができるからである。 @一方、蓋受け弾性材70に使用される塩化ビニル等
は、加工精度が良くなく、蓋受け弾性材70を一定の幅
で仕上げることが困難であるという欠点がある。そこ
で、図6及び図7に示すような収縮可能な膨出部72を
備えた蓋受け弾性材70を用いれば、多少の寸法精度に
ばらつきが生じても、係止部13と内壁部11との間に
適切にはめ込むことができる。 @
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A concrete gutter 20 according to the present invention will now be described.
An embodiment of the manufacturing method 100 and the concrete mold 100 for forming a gutter used in the method will be described with reference to FIGS. The production formwork 100 of the concrete gutter of the present invention is:
As shown in FIG. 1 and FIG. 2, it comprises a convex body 10 for forming an inner wall 40 of a concrete side groove 200 and the like, a pair of both side plates 20, and a pair of both end plates 30. @ The convex body 10 is the inner wall 40 of the concrete gutter 100.
And a lid receiving surface 41 of a concrete gutter 200 protruding to both sides from the inner wall portion 11.
And a lid receiving portion 12 for forming the same. A rectangular bar as a locking portion 13 is fixed in the longitudinal direction to the edge of the lid receiving portion 12 so as to lock one end of the lid receiving elastic member 70. The locking portion 13 may be a square bar perpendicular to the lid receiving portion 12 as shown in FIG. 3, but may be a tapered bar as shown in FIG. 13a or a locking portion 13b made of an inverted L-shaped bar as shown in FIG. 5, the lid receiving elastic member 70 is connected to the inner wall portion 11 and the locking portion 13a.
This is preferable because the lid receiving elastic member 70 is unlikely to come off when locked with the a and 13b. The lower ends of the side plates 20 are pivotally supported on both sides of the lower surface of the convex body 10, respectively, and are pivotally opened on both sides. The engagement protrusions 21 that fit into the engagement fittings 31 provided are provided on both upper sides of the side plate 20. And these two side plates 2
0 is a concrete gutter 2 as shown in FIGS.
When 00 becomes a product, it acts to form the outer wall 50. The lower end plate 30 is pivotally supported at both ends of the lower surface of the convex body 10 and pivots to open on both sides, and is provided on both upper sides of the side plate 20 when closed. The engagement metal fitting 31 for fitting the engagement projection 21 to the end plate 30
Are provided at both upper ends. And when these concrete side gutters 200 become a product, these both end plates 30
Acts to form end face 60. Each of the end plates 30 is provided with a fixing lever 32 for fixing the both side plates 20 and both end plates 30 when they are closed.製造 A method of manufacturing the gutter 200 using the concrete formwork 100 for gutters configured as described above will be described. First, as shown in FIG. 1, the fixing lever 32 is operated to operate the side plates 2 of the production formwork 100 of the concrete gutter.
0 and both end plates 30 are opened. Next, the lid receiving elastic member 70 is engaged with the lid receiving portion 12. First, one end of the lid receiving elastic member 70 is locked to the locking portion 13. Then, the other end is fitted into the inner wall portion 11. In this manner, the lid receiving elastic members 70 are sequentially fitted in the longitudinal direction, and the lid receiving elastic members 70 are locked by the locking portions 13 and the inner wall portion 11.
The lid receiving elastic member 70 is engaged with the lid receiving section 12. Next, the both side plates 20 and both side plates 30 are closed, and the fixing lever 32 is operated to be firmly fixed. By the above operation, the preparation work of the production formwork 100 for the concrete gutter is completed. In this state, the concrete is poured from above while applying vibration, and the raised unnecessary concrete is removed with an iron to finish the upper surface. Then, it is left for a while while heating and drying until the concrete solidifies. Next, when the concrete has solidified, the concrete is released. The fixing lever 32 is operated to open both side plates 20 and both end plates 30. Thereafter, the end face 60 of the formed concrete gutter 200 is locked by a crane or the like, pulled up, and removed from the mold. By the above operation, the concrete side groove 2 in which the lid receiving elastic member 70 is embedded and fixed in the longitudinal direction.
00 can be manufactured. It is preferable to use a soft rubber material such as vinyl chloride as the lid receiving elastic member 70 in that the operation of fitting the other end of the lid receiving elastic member 70 to the inner wall portion 11 is easy.
Further, as the lid receiving elastic member 70 to be used, the same lid receiving elastic member 70 used in the conventional example shown in FIG. 12 can be used. This is the lid receiving elastic material 7
This is because, since the material 0 is made of a soft rubber material or the like, it has an advantage of being easily curved, and can be fitted between the locking portion 13 and the inner wall portion 11. @On the other hand, vinyl chloride or the like used for the lid receiving elastic member 70 has a drawback that processing accuracy is not good and it is difficult to finish the lid receiving elastic member 70 with a constant width. Therefore, if the lid receiving elastic member 70 having the contractible bulging portion 72 as shown in FIGS. 6 and 7 is used, even if the dimensional accuracy slightly varies, the locking portion 13 and the inner wall portion 11 can be connected. It can fit properly between. @

【発明の効果】以上詳述したように、本発明によれば、
凸状体の蓋受け部に逆テーパ状の係止部を設け、蓋受け
弾性材の一端を前記係止部に係止させつつ、他端を内壁
部にはめ込むようにしたため、蓋受け弾性材を容易に製
造型枠に係着でき、作業効率を高めることができる。 @また、蓋受け弾性材は、その一端を逆テーパ状の係止
に係止させつつ他端を内壁部にはめ込ませるため、コ
ンクリートの打設時に蓋受け弾性材が位置ずれしたりあ
るいはその側面からコンクリートがしみ込むことがな
く、よって、脱型した後の蓋受け弾性材の表面にコンク
リートが付着せず高品質のコンクリート製側溝を製造す
ることができる。さらに、脱型した後に製造型枠の蓋受
け部に余分なコンクリートが付着しないため、清掃が容
易となって製造効率を高めることができる。
As described in detail above, according to the present invention,
The reverse tapered engaging portion is provided in the cover receiving portion of the convex body, a lid receiving
One end of the elastic member is locked to the locking portion, and the other end is fixed to the inner wall.
Because there was snaps Muyo Unishi in part, lid received can engaging in easily manufactured formwork elastic material, it is possible to enhance the working efficiency. @ The lid receiving elastic material, or or displaced because the position lid receiving elastic material to hit設時concrete was fitted to the inner wall portion and the other end while engaging the one end to the opposite tapered engaging portion Concrete does not soak from the side surface, and therefore, concrete does not adhere to the surface of the lid receiving elastic material after the mold is removed, so that a high-quality concrete gutter can be manufactured. Furthermore, since excess concrete does not adhere to the lid receiving portion of the production form after the mold is removed, cleaning is easy and production efficiency can be increased.

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

【図1】本発明のコンクリート製側溝の製造型枠の一実
施例を表す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a production formwork of a concrete gutter of the present invention.

【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図2の蓋受け部近傍の一実施例を表す部分拡大
断面図である。
FIG. 3 is a partially enlarged cross-sectional view illustrating an embodiment in the vicinity of a lid receiving portion in FIG.

【図4】本発明のコンクリート製側溝の製造型枠の別の
実施例を表す部分拡大断面図である。
FIG. 4 is a partially enlarged cross-sectional view showing another embodiment of the concrete formwork for forming a gutter of the present invention.

【図5】本発明のコンクリート製側溝の製造型枠の別の
実施例を表す部分拡大断面図である。
FIG. 5 is a partially enlarged cross-sectional view showing another embodiment of a concrete formwork for forming a gutter made of concrete according to the present invention.

【図6】本発明に係着される蓋受け弾性材の別の実施例
を示す断面図である。
FIG. 6 is a sectional view showing another embodiment of the lid receiving elastic member according to the present invention.

【図7】本発明のコンクリート製側溝の製造型枠に、図
6に示す蓋受け弾性材を載置した時の蓋受け部近傍を表
す部分拡大断面図である。
7 is a partially enlarged cross-sectional view showing the vicinity of a lid receiving portion when the lid receiving elastic material shown in FIG. 6 is placed on the concrete formwork of the gutter of the present invention.

【図8】本発明によって製造されたコンクリート製側溝
の全体を表す斜視図である。
FIG. 8 is a perspective view showing the entire concrete gutter manufactured according to the present invention.

【図9】図8のB−B断面図である。FIG. 9 is a sectional view taken along line BB of FIG. 8;

【図10】従来のコンクリート製側溝の製造型枠を表す
斜視図である。
FIG. 10 is a perspective view illustrating a conventional concrete forming groove for a concrete gutter.

【図11】従来のコンクリート製側溝の製造型枠に、棒
磁石用弾性材を載置した時の蓋受け部近傍を表す部分拡
大断面図である。
FIG. 11 is a partially enlarged cross-sectional view showing the vicinity of a lid receiving portion when an elastic material for a bar magnet is placed on a conventional formwork for manufacturing a concrete gutter.

【図12】図11に相当する別の従来例を表す部分拡大
断面図である。
FIG. 12 is a partially enlarged sectional view showing another conventional example corresponding to FIG.

【符号の説明】[Explanation of symbols]

100 コンクリート製側溝の製造型枠 10 凸状体 11 内壁部 12 蓋受け部 13 係止部 13a 係止部 13b 係止部 20 側版 21 係合突起 30 端板 31 係合金具 32 固定レバー 200 コンクリート製側溝 40 内壁 41 蓋受け面 50 外壁 60 端面 70 蓋受け弾性材 71 抜け止め 72 膨出部 300 側溝蓋 REFERENCE SIGNS LIST 100 Forming groove for concrete gutter 10 Convex body 11 Inner wall part 12 Cover receiving part 13 Locking part 13a Locking part 13b Locking part 20 Side plate 21 Engagement projection 30 End plate 31 Engagement fitting 32 Fixed lever 200 Concrete Side groove 40 Inner wall 41 Lid receiving surface 50 Outer wall 60 End surface 70 Lid receiving material 71 Retainer 72 Swelling part 300 Side groove lid

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 側溝蓋が載置される蓋受け面に、蓋受け
弾性材を長手方向に埋設固定したコンクリート製側溝を
製造する方法であって、 コンクリート製側溝の内壁を形成するための内壁部と前
記内壁部より両側に突出して前記側溝の蓋受け面を形
するための蓋受け部を有する凸状体と、 前記蓋受け部の縁端に設けられた逆テーパ状の係止部
と、この凸状体をそれぞれ囲う一対の両側板及び両端板
とからなる製造型枠を使用し、 この製造型枠の前記係止部に前記蓋受け弾性材の一端を
係止させつつ他端を内壁部にはめ込みした後、コンクリ
ートを打設することを特徴とするコンクリート製側溝の
製造方法。
1. A method for manufacturing a concrete gutter in which a lid receiving elastic material is buried and fixed in a longitudinal direction on a lid receiving surface on which a gutter lid is placed, the inner wall for forming an inner wall of the concrete gutter. a convex body part and projects from both sides the inner wall portion having a lid receiving portion for that form the cover receiving surface of the groove, the cover receiving portion opposite tapered locking portion provided in the edge of the And a production formwork comprising a pair of both side plates and both end plates each surrounding the convex body, and one end of the lid receiving elastic material is attached to the locking portion of the production formwork.
After sewing snaps into the inner wall portion and the other end while locked, the production method of concrete gutter, characterized in that the concrete is cast.
【請求項2】 コンクリート製側溝の内壁を形成するた
めの内壁部と、この内壁部より両側に突出して当該側溝
の蓋受け面を形成するための蓋受け部とを有する凸状体
と、 この凸状体の下端の両側に開閉自在に枢支され、当該側
溝の外壁を形成するための両側板と、 前記凸状体の下端の両端に開閉自在に枢支され、当該側
溝の端面を形成するための両端板とからなる製造型枠に
おいて、 前記蓋受け部の縁端に、蓋受け弾性材の一端をはめ込み
係止するための逆テーパ状の係止部を設けたことを特徴
とするコンクリート製側溝の製造型枠。
2. A convex body having an inner wall portion for forming an inner wall of a concrete gutter, and a lid receiving portion projecting to both sides from the inner wall portion to form a lid receiving surface of the gutter, Side plates for opening and closing freely on both sides of the lower end of the convex body to form the outer wall of the side groove; In a manufacturing form comprising both end plates for carrying out, a reverse tapered locking portion for fitting and locking one end of a lid receiving elastic material is provided at an edge of the lid receiving portion. Manufacturing formwork for concrete gutters.
JP3172394A 1991-07-12 1991-07-12 Method for manufacturing concrete gutter and formwork for manufacturing concrete gutter used therefor Expired - Lifetime JP2981624B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3172394A JP2981624B2 (en) 1991-07-12 1991-07-12 Method for manufacturing concrete gutter and formwork for manufacturing concrete gutter used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3172394A JP2981624B2 (en) 1991-07-12 1991-07-12 Method for manufacturing concrete gutter and formwork for manufacturing concrete gutter used therefor

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP19405498A Division JP2884239B2 (en) 1998-07-09 1998-07-09 Method of manufacturing concrete gutter

Publications (2)

Publication Number Publication Date
JPH05131428A JPH05131428A (en) 1993-05-28
JP2981624B2 true JP2981624B2 (en) 1999-11-22

Family

ID=15941124

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3172394A Expired - Lifetime JP2981624B2 (en) 1991-07-12 1991-07-12 Method for manufacturing concrete gutter and formwork for manufacturing concrete gutter used therefor

Country Status (1)

Country Link
JP (1) JP2981624B2 (en)

Also Published As

Publication number Publication date
JPH05131428A (en) 1993-05-28

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