JPH06102914B2 - Waterway molding formwork for machine placement - Google Patents
Waterway molding formwork for machine placementInfo
- Publication number
- JPH06102914B2 JPH06102914B2 JP35451391A JP35451391A JPH06102914B2 JP H06102914 B2 JPH06102914 B2 JP H06102914B2 JP 35451391 A JP35451391 A JP 35451391A JP 35451391 A JP35451391 A JP 35451391A JP H06102914 B2 JPH06102914 B2 JP H06102914B2
- Authority
- JP
- Japan
- Prior art keywords
- molding
- waterway
- machine
- concrete
- formwork
- 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 - Fee Related
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- Sewage (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、例えば高速道路、一般
道路、地下鉄等路系の水路として、また滑走路、駐車場
等面系の水路に適用される機械打設用水路成型型枠に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water-casting mold for machine-casting, which is applied to, for example, waterways of highways, general roads, subways and the like, and also to runways and waterways of parking lots.
【0002】[0002]
【従来の技術】従来、水路の建設は、機械打設ではなく
手作業であり、次のようにしていた。まずコンクリート
を打設してなるベースの上に、型枠を連続状に組み付け
固定する。次に、かかる型枠内に円筒状のゴムチューブ
を一定距離ごとに(例えば1m又は2mおき)吊下する
ことにより、ゴムチューブを宙に浮かせて保持し、さら
に鉄筋も型枠内にて宙に浮かせた状態で吊下する。しか
る後、生コンクリートを投入し、コンクリートが固化す
るまでゴムチューブ及び鉄筋を吊ったままの状態とし、
コンクリートが固化したら脱型することにより構造物内
に水路を成型していた。2. Description of the Related Art Conventionally, the construction of a waterway has been done by hand rather than by placing it mechanically. First, the form is continuously assembled and fixed on the base made of concrete. Next, by suspending a cylindrical rubber tube in the formwork at regular intervals (for example, every 1 m or 2 m), the rubber tube is suspended and held in the air, and the reinforcing bars are also suspended in the formwork. Suspend in a floating state. Then, add ready-mixed concrete and keep the rubber tube and rebar suspended until the concrete solidifies,
When the concrete solidified, it was demolded to form a water channel in the structure.
【0003】[0003]
【発明が解決しようとする問題点】かかる従来の工事で
は次のような問題があった。まず、ゴムチューブは一定
距離ごとに(例えば1m又は2mおき)吊下してあるの
で、自重のため垂下がり、あるいは横方向のずれがあ
り、このため構造物内の水路自体が波打ったような状態
で出来上がる。[Problems to be Solved by the Invention] The conventional construction has the following problems. First, since the rubber tube is hung at regular intervals (for example, every 1 m or 2 m), it hangs down due to its own weight, or there is a lateral shift, so that the waterway itself inside the structure is wavy. It will be completed in such a state.
【0004】また、ゴムチューブはコンクリートが固化
するまで静止状態にあるため、生コンクリートが固化す
る過程で放出されるエアがゴムチューブの底部外周より
十分に抜けきれず、ここにジャンカと呼ばれるエア溜り
跡が形成されていた。Further, since the rubber tube is in a static state until the concrete is solidified, the air released in the process of solidifying the fresh concrete cannot fully escape from the outer periphery of the bottom of the rubber tube, and an air reservoir called a junker is here. Traces were formed.
【0005】かかる水路の成型性の悪さ、精度不良は当
然のことながら通水に悪影響を及ぼす結果を招来してい
た。The poor moldability and poor accuracy of such a water channel naturally have a negative effect on water flow.
【0006】第2に、鉄筋も型枠内にて宙に浮かせた状
態で吊下するため、設計通りの位置に正確に垂下されて
いないことの方が多い。このため、構造物内での鉄筋の
位置が区々となり、生コンクリートが鉄筋に対し均等に
打設できないでいた。この結果、構造物ひいては水路自
体の強度低下を招くおそれがあった。Secondly, since the reinforcing bars are also suspended in the form suspended in the form, they are often not accurately suspended at the designed positions. For this reason, the positions of the reinforcing bars in the structure were different, and it was not possible to place the ready-mixed concrete uniformly on the reinforcing bars. As a result, there is a possibility that the strength of the structure and eventually the water channel itself may be reduced.
【0007】第3に、現場での型枠の組付け作業は、型
枠の材料やゴムチューブの散在をもたらし、能率的でな
く生産性が上がらないという欠点があった。また、型枠
の設置、コンクリート固化後の型枠の撤去といった前作
業、後作業が必要であるので、迅速な施工をすることが
できなかった。Thirdly, the work of assembling the formwork on site causes the material of the formwork and the rubber tube to be scattered, which is inefficient and the productivity cannot be improved. Moreover, since pre-work and post-work such as installation of formwork and removal of formwork after solidification of concrete are required, rapid construction could not be performed.
【0008】本発明は上記欠点を解消し、通水精度の向
上、強度の向上、労働生産性の向上、迅速性、施工性の
向上が可能となる水路の機械打設を可能とする機械打設
用水路成型型枠を供することを目的とする。The present invention eliminates the above-mentioned drawbacks, and improves the accuracy of water passage, the strength, the labor productivity, the swiftness and the workability of a machine that enables the construction of a waterway. The purpose is to provide a mold for the construction of waterways for construction.
【0009】[0009]
【問題点を解決するための手段】上記目的達成のため、
本発明は、移動自在の成型機に設置される成型型枠にお
いて、成型型枠本体の側壁及び上壁にて隔てられた成型
室内に筒状の型枠体が内設され、上壁には進行方向に沿
って飲み口を成型・開口する口部が設けられ、該口部の
下端部には上記型枠体に連結される傾斜板からなるハン
チ部が設けられたことを特徴とする機械打設用水路成型
型枠を供する。[Means for Solving Problems] In order to achieve the above object,
The present invention relates to a molding frame installed in a movable molding machine, in which a cylindrical frame body is internally provided in a molding chamber separated by a side wall and an upper wall of the molding frame body, and the upper wall is A machine characterized in that a mouth portion for forming and opening a drinking mouth is provided along the traveling direction, and a haunch portion composed of an inclined plate connected to the form body is provided at a lower end portion of the mouth portion. Provide a waterway mold for casting.
【0010】この機械打設用水路成型型枠は、上記型枠
体が円筒体である点、上記ハンチ部が口部の下端より約
1/4程度の位置より型枠体の接線方向に沿って連結さ
れる点及びびコンクリート等の投下口の直下に位置する
型枠体の上部に三角錐からなる分配体が設けられた点を
も特徴とする。In this machine for forming a waterway for machine casting, the mold body is a cylindrical body, and the haunch portion is located about 1/4 from the lower end of the mouth along the tangential direction of the mold body. It is also characterized in that a distributor made of a triangular pyramid is provided on the upper part of the mold body located directly below the dropping port of the concrete or the like.
【0011】[0011]
【作用】本発明にかかる水路成型型枠による水路の打設
方法を説明すると、まず、ベース床となる地面を締め固
め、床付けを行なう。次いで、該ベース床上に、スペー
サが連続的に一体成型されるベースを機械打設する。こ
の機械打設は、バイブレータにて生コンクリートに振動
を付与しながら行なう。次いで、所定形状に組み付けら
れた鉄筋を該スペーサ上に載置する。しかる後、成型機
に本発明による水路成型型枠を横設し、該水路成型型枠
により構造物を連続的に機械打設する。この機械打設
は、バイブレータにて生コンクリートに振動を付与しな
がら行なう。打設されたコンクリートは、成型機の移動
に伴ない成型型枠内を通過していく過程で成型され、脱
型されるのである。脱型された構造物の飲み口にはダミ
ーが挾み込まれ、かつ水路内及び構造物の上面が鏝板に
より表面仕上げされる。所定時間経過後ダミーは撤去さ
れる。なお、構造物の端面には鉄板によるストッパが設
置されており、打設成型完了後撤去する。The method of placing a waterway using the waterway molding form according to the present invention will be described. First, the ground serving as the base floor is compacted and floored. Then, a base on which the spacers are continuously integrally molded is mechanically placed on the base floor. This mechanical pouring is performed while applying vibration to the fresh concrete with a vibrator. Next, the reinforcing bar assembled in a predetermined shape is placed on the spacer. After that, the water channel molding form according to the present invention is horizontally installed in a molding machine, and the structure is continuously machine-punched by the water channel molding frame. This mechanical pouring is performed while applying vibration to the fresh concrete with a vibrator. The poured concrete is molded and demolded in the process of passing through the molding frame as the molding machine moves. A dummy is sandwiched between the drinking mouths of the demolded structure, and the inside of the waterway and the upper surface of the structure are finished with a mortarboard. The dummy will be removed after a predetermined time. A stopper made of an iron plate is installed on the end surface of the structure, and it will be removed after the completion of the casting molding.
【0012】上記した成型・脱型は、本発明にかかる構
造物のように上部が下部よりせり出した構造にある場
合、互いに相矛盾した関係となる。即ち、脱型後上部の
落下を防止するためには、低スランプの生コンクリート
を使用し、かつバイブレータにより高圧の締め固めを必
要とするが、こうすると脱型が円滑に進まない。一方脱
型を円滑に進めるため、高スランプの生コンクリートを
使用し締め固めを弱くすると、脱型後上部が落下してし
まうのである。The above-mentioned molding and demolding are in a mutually contradictory relationship when the upper part of the structure according to the present invention is protruded from the lower part. That is, in order to prevent the upper part from falling after demolding, low slump ready concrete is used and high pressure compaction is required by a vibrator. However, demolding does not proceed smoothly. On the other hand, in order to facilitate the demolding, if high slump ready concrete is used and the compaction is weakened, the upper part will drop after demolding.
【0013】しかしながら、本発明においては、低スラ
ンプの生コンクリートを使用し、かつバイブレータによ
り高圧の締め固めをしているが、ハンチ部が傾斜構造と
なっているため、生コンクリートが固化する過程で脱水
されてくる水分の多いトロ分(水分、セメント及び砂か
らなる)を水路面全体に逃がす。つまり、このトロ分が
飲み口下部1ヶ所に集中し、この部分のコンクリートの
スランプを局部的に上げ、この結果生ずるコンクリート
の脱落を防止するのである。成型・脱型時の力関係は次
のように考えられる。即ち、重力や内圧によりハンチ部
に上方からかかる力Pは、生コンクリートと傾斜面との
摩擦力Qと生コンクリートの滑り方向の力Rとに分解さ
れ、脱型時の摩擦力が軽減されるとともに、R>Qであ
ることから脱型が円滑にいくのである。However, in the present invention, the raw concrete of low slump is used and the high pressure is compacted by the vibrator. However, since the haunch portion has the inclined structure, the raw concrete is solidified in the process. Releases the dehydrated water-rich toro (composed of water, cement and sand) over the entire waterway surface. In other words, the amount of this toro concentrates at one lower part of the spout, and the slump of concrete in this part is locally raised to prevent the concrete from falling as a result. The force relationship during molding / demolding can be considered as follows. That is, the force P applied to the haunch portion from above due to gravity or internal pressure is decomposed into the frictional force Q between the green concrete and the inclined surface and the force R in the sliding direction of the green concrete, and the frictional force at the time of demolding is reduced. At the same time, since R> Q, the demolding goes smoothly.
【0014】上記作業において、水路を成型する型枠体
は常に成型型枠本体内に内設されており、成型型枠本体
の移動と平行して移動されるから、水路の縦方向及び横
方向のずれはあり得ず、正確な通水精度が保障される。In the above work, the mold body for molding the water channel is always provided inside the molding frame body and is moved in parallel with the movement of the molding frame body. There is no gap in the water flow, ensuring accurate water flow.
【0015】しかも型枠は成型機の移動に伴ない移動す
るから、コンクリートの固化の過程で浮上してくるエア
が型枠体の下面、即ち水路の底面に滞溜せず空気中に抜
ける。加えて、この固化の過程で、瀞と呼ばれるモルタ
ル分もエアとともに浮上してくるが、このモルタル分が
脱型後型枠体に連続して移動してくる鏝板により擦られ
るので、上記脱気痕を埋めることとなり、表面仕上げも
良好となり、ひいては強度の向上にも資するのである。Moreover, since the mold moves along with the movement of the molding machine, the air floating during the solidification process of concrete does not stay on the lower surface of the mold, that is, the bottom surface of the water channel, and escapes into the air. In addition, during this solidification process, mortar called soot floats along with the air, but since this mortar is rubbed by the mortarboard that continuously moves to the mold after demolding, This will fill the air marks, improve the surface finish, and eventually contribute to the improvement of strength.
【0016】また水路の成型は、コンクリートを打設す
る成型機の移動により完了するから、迅速な施工が可能
であり、かつ労力の低減が可能である。Since the molding of the water channel is completed by the movement of the molding machine for pouring concrete, quick construction is possible and labor can be reduced.
【0017】[0017]
【実施例】次に、図面に示す一実施例を参照して本発明
にかかる機械打設用水路成型型枠1を詳しく説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a water casting mold 1 for mechanical casting according to the present invention will be described in detail with reference to an embodiment shown in the drawings.
【0018】2は成型型枠本体で、側壁3及び上壁5か
らなり、該上壁5には進行方向に沿って飲み口7を成型
・開口する口部9が設けられる。成型型枠本体2の側壁
3及び上壁5にて隔てられた成型室11内に略全長に亘
って筒状の型枠体13が内設される。上記口部9の下端
部には、上記型枠体13に連結される傾斜板からなるハ
ンチ部15が設けられる。該ハンチ部15は口部9の下
端より約1/4程度の位置より型枠体13の接線方向に
沿って垂下されて型枠体13に連結される。ホッパ17
に連結される成型型枠本体2の前部の上壁5は開口さ
れ、投入口19となっている。ホッパ17には、生コン
クリート加圧用のオーガ18が内設される。投下口19
の直下に位置する型枠体13の上部には、生コンクリー
トの流れを良好とするため、三角錐からなる分配体21
が設けられる。Reference numeral 2 denotes a molding frame body, which comprises a side wall 3 and an upper wall 5, and a mouth portion 9 for molding / opening a drinking mouth 7 is provided on the upper wall 5 along the traveling direction. In a molding chamber 11 separated by a side wall 3 and an upper wall 5 of the molding frame body 2, a cylindrical mold body 13 is provided over substantially the entire length. At the lower end of the mouth portion 9, a haunch portion 15 formed of an inclined plate connected to the mold body 13 is provided. The haunch portion 15 is suspended from the lower end of the mouth portion 9 at a position of about 1/4 along the tangential direction of the mold body 13 and connected to the mold body 13. Hopper 17
The upper wall 5 of the front part of the molding frame body 2 connected to is opened and serves as an input port 19. An auger 18 for pressurizing fresh concrete is internally provided in the hopper 17. Drop 19
In order to improve the flow of green concrete, a distributor 21 made of a triangular pyramid is provided on the upper part of the formwork 13 located immediately below
Is provided.
【0019】成型型枠本体2の後部には、構造物23の
上面25を仕上げる上面仕上用鏝27及び水路29を仕
上げる水路仕上用鏝31が上下動可能に連結される。水
路仕上用鏝31の後部には、さらに水路仕上用鏝31と
同一形状のダミー挿入用の保護筒33が上下動可能に連
結される。35はダミー、37は成型機である。At the rear part of the molding frame body 2, an upper surface finishing iron 27 for finishing the upper surface 25 of the structure 23 and a waterway finishing iron 31 for finishing the waterway 29 are vertically movable. A protective cylinder 33 for inserting a dummy, which has the same shape as that of the trowel 31 for finishing the water channel, is connected to the rear portion of the trowel 31 for finishing the water channel so as to be vertically movable. Reference numeral 35 is a dummy, and 37 is a molding machine.
【0020】なお、図面上では成型型枠本体2の側壁3
及び上壁5に適宜設けられるリブは省略してある。In the drawing, the side wall 3 of the molding frame body 2 is shown.
Also, ribs that are appropriately provided on the upper wall 5 are omitted.
【0021】次に打設方法を説明すると、まず、ベース
床となる地面を締め固め、床付けを行なう。次に、成型
機37によりバイブレータ38にて生コンクリートに振
動を付与しながらベース39を機械打設する。該ベース
39上にはスペーサ41が連続的に一体成型されてい
る。この機械打設は、バイブレータ38にて生コンクリ
ートに振動を付与しながら行なう。次いで、所定形状に
組み付けられた鉄筋43を該スペーサ41上に載置す
る。しかる後、成型機37に本発明による水路成型型枠
1を横設し、該水路成型型枠1により構造物23を連続
的に機械打設する。この機械打設は、バイブレータ38
にて生コンクリートに振動を付与しながら行なう。打設
されたコンクリートは、成型機37の移動に伴ない成型
型枠内を通過していく過程で成型され、脱型されるので
ある。脱型された構造物23の飲み口7にはダミー35
が挾み込まれ、かつ水路29内及び構造物23の上面2
5が上面仕上用鏝27及び水路仕上用鏝31により表面
仕上げされる。所定時間経過後ダミー35は撤去され
る。なお、構造物23の端面には鉄板によるストッパ
(図示せず)が設置されており、打設成型完了後撤去す
る。Explaining the driving method, first, the ground, which is the base floor, is compacted and the floor is attached. Next, the base 39 is mechanically placed while applying vibration to the fresh concrete by the vibrator 38 by the molding machine 37. A spacer 41 is continuously integrally molded on the base 39. This mechanical pouring is performed while applying vibration to the fresh concrete by the vibrator 38. Next, the rebar 43 assembled in a predetermined shape is placed on the spacer 41. Thereafter, the water channel molding form 1 according to the present invention is horizontally installed in the molding machine 37, and the structure 23 is continuously mechanically driven by the water channel molding frame 1. This machine is installed with a vibrator 38
While applying vibration to the fresh concrete at. The poured concrete is molded and demolded in the process of passing through the molding frame as the molding machine 37 moves. A dummy 35 is provided on the mouth 7 of the demolded structure 23.
And the upper surface 2 of the structure 23 in the waterway 29.
5 is surface-finished by a top finishing iron 27 and a waterway finishing iron 31. The dummy 35 is removed after a predetermined time has elapsed. A stopper (not shown) made of an iron plate is installed on the end surface of the structure 23, and is removed after the completion of the casting molding.
【0022】本実施例による機械打設用水路成型型枠
は、上記構成を有するから次のような作用、効果があ
る。まず、上記成型・脱型において、投入される生コン
クリートは低スランプであり、かつバイブレータ38に
より高圧の締め固めをしているのであるが、ハンチ部1
5が傾斜構造となっているため、生コンクリートが固化
する過程で脱水されてくる水分の多いトロ分(水分、セ
メント及び砂からなる)を水路29面全体に逃がす。つ
まり、このトロ分が飲み口下部7a1ヶ所に集中し、こ
の部分のコンクリートのスランプを局部的に上げ、この
結果生ずるコンクリートの脱落を防止するのである。成
型・脱型時の力関係は次のように考えられる。即ち、重
力や内圧によりハンチ部15に上方からかかる力Pは、
生コンクリートと傾斜面との摩擦力Qと生コンクリート
の滑り方向の力Rとに分解され、脱型時の摩擦力が軽減
されるとともに、R>Qであることから脱型が円滑にい
くのである。The water casting mold for mechanical casting according to the present embodiment has the above-mentioned structure and therefore has the following actions and effects. First, in the above-described molding / demolding, the ready-mixed concrete is a low slump, and the vibrator 38 is used for high-pressure compaction.
Since 5 has an inclined structure, the water-rich toro component (consisting of water, cement and sand) that is dehydrated in the process of solidification of the fresh concrete is released to the entire surface of the water channel 29. In other words, this toro portion is concentrated at one lower portion 7a of the drinking spout, and the concrete slump in this portion is locally raised to prevent the concrete from falling as a result. The force relationship during molding / demolding can be considered as follows. That is, the force P applied to the haunch portion 15 from above by gravity or internal pressure is
The frictional force Q between the green concrete and the inclined surface and the force R in the sliding direction of the green concrete are decomposed to reduce the frictional force at the time of demolding, and since R> Q, the demolding proceeds smoothly. is there.
【0023】上記作業において、水路29を成型する型
枠体13は常に成型型枠本体2内に内設されており、成
型型枠本体2の移動と平行して移動されるから、水路2
9の縦方向及び横方向のずれはあり得ず、正確な通水精
度が保障される。In the above work, the mold body 13 for molding the water channel 29 is always provided inside the molding frame body 2 and is moved in parallel with the movement of the molding frame body 2.
The vertical and horizontal displacements of 9 are not possible, and accurate water passage accuracy is guaranteed.
【0024】しかも型枠は成型機37の移動に伴ない移
動するから、コンクリートの固化の過程で浮上してくる
エアが型枠体13の下面、即ち水路29の底面に滞溜せ
ず空気中に抜ける。加えて、この固化の過程で、瀞と呼
ばれるモルタル分もエアとともに浮上してくるが、この
モルタル分が脱型後型枠体13に連続して移動してくる
上面仕上用鏝27及び水路仕上用鏝31により擦られる
ので、上記脱気痕を埋めることとなり、表面仕上げも良
好となるのである。Moreover, since the mold moves along with the movement of the molding machine 37, the air floating in the process of solidification of concrete does not stay on the lower surface of the mold body 13, that is, the bottom surface of the water channel 29, and it stays in the air. Exit to. In addition, in the process of solidification, a mortar component called “air” also floats up along with the air, but this mortar component continuously moves to the mold body 13 after demolding. Since it is rubbed by the iron 31, the deaeration marks are filled, and the surface finish is also good.
【0025】また水路29の成型は、コンクリートを打
設する成型機37の移動により完了するから、迅速な施
工が可能であり、かつ労力の低減が可能である。Further, since the molding of the water channel 29 is completed by the movement of the molding machine 37 for pouring concrete, the construction can be carried out quickly and the labor can be reduced.
【0026】さらに、構造物23の機械打設に当たり、
ベース39上に一体成型されるスペーサ41が連続的に
機械打設され、この上に鉄筋43が載置されることとし
たから、鉄筋43の位置決めが容易であり、かつ正確で
ある。したがって、鉄筋43が構造物23内に設けられ
た通りに正確に内蔵されるから、コンクリートが鉄筋4
3に均等に作用し、構造物23全体の強度が向上するの
である。Furthermore, when mechanically placing the structure 23,
Since the spacer 41 integrally molded on the base 39 is continuously machine-punched and the reinforcing bar 43 is placed on the spacer 41, the positioning of the reinforcing bar 43 is easy and accurate. Therefore, since the reinforcing bars 43 are built in exactly as provided in the structure 23, the concrete is
3, the strength of the entire structure 23 is improved.
【0027】さらにまた、脱型直後のダミー35の挾込
みにより、構造物23の両側上部45はダミー35を介
してコンクリートの固化に至るまで緊張関係に保たれる
から、上部45のダレ、ヘタリを一層防止するのであ
る。Furthermore, by inserting the dummy 35 immediately after demolding, the upper portions 45 on both sides of the structure 23 are kept in a tension relationship until the concrete is solidified through the dummy 35. Is further prevented.
【0028】本発明は上記実施例に限定されない。例え
ば、水路の断面形状は通常上記実施例の如く円形とされ
るが他の形状であってもよく、したがって、これを成型
する型枠体13も対応した断面形状とされる。The present invention is not limited to the above embodiment. For example, the cross-sectional shape of the water channel is usually circular as in the above-mentioned embodiment, but it may be other shapes, and therefore the mold body 13 for molding this also has a corresponding cross-sectional shape.
【0029】構造物の上面は水平面(一点鎖線図示)よ
り若干下向き傾斜に設計されるが(図9参照)、コンク
リートのヘタリがあるため、成型型枠本体2の上壁5は
略水平面に設計されるのが望ましい。成型型枠本体2の
側壁3は、図3のようにベースに垂直に設けられても、
また図9のようにベースに傾斜して設けられてもよく、
構造物の断面形状に対応させることができる。Although the upper surface of the structure is designed to be inclined slightly downward from the horizontal plane (shown by the alternate long and short dash line) (see FIG. 9), the upper wall 5 of the molding frame main body 2 is designed to be substantially horizontal because there is a set of concrete. It is desirable to be done. The side wall 3 of the molding frame body 2 is provided perpendicularly to the base as shown in FIG.
Further, as shown in FIG. 9, the base may be inclined and provided,
It can be adapted to the sectional shape of the structure.
【0030】ハンチ部15の基端位置は水路29の径の
大きさにより適宜代えることができる。例えば、図示例
の場合水路29の径が200mmであるので、ハンチ部
15の基端位置は口部9の下端より約1/4程度の位置
が望ましいが、水路29の径が300mm乃至400m
mの場合は同約1/3程度の位置が望ましい。The base end position of the haunch portion 15 can be appropriately changed depending on the diameter of the water channel 29. For example, in the case of the illustrated example, since the diameter of the water channel 29 is 200 mm, it is desirable that the proximal end position of the haunch portion 15 is about 1/4 of the lower end of the mouth portion 9, but the diameter of the water channel 29 is 300 mm to 400 m.
In the case of m, the position of about 1/3 is desirable.
【0031】[0031]
【発明の効果】このように本発明にかかる機械打設用水
路成型型枠によれば、縦方向及び横方向に波打たない高
精度の水路を良好な仕上げ状態で打設することができる
ので、水路の通水精度が向上するという効果がある。ま
た、表面仕上げが良好となり、また鉄筋が構造物内に正
確に内蔵されるため、構造物全体の強度が向上する。さ
らに、水路の成型は、コンクリートを打設する成型機の
移動により完了するから、迅速な施工が可能であり、か
つ労力の低減が可能である。As described above, according to the water casting mold for mechanical casting according to the present invention, it is possible to cast a highly accurate water passage that does not undulate in the vertical and horizontal directions in a good finished state. There is an effect that the accuracy of water passage in the waterway is improved. Further, the surface finish is good, and the reinforcing bars are accurately incorporated in the structure, so that the strength of the entire structure is improved. Furthermore, since the molding of the water channel is completed by the movement of the molding machine for pouring the concrete, it is possible to perform a quick construction and reduce the labor.
【図1】本発明にかかる機械打設用水路成型型枠の実施
例を示した正面図である。FIG. 1 is a front view showing an embodiment of a water casting mold for mechanical casting according to the present invention.
【図2】本発明にかかる機械打設用水路成型型枠の実施
例を示した平面図である。FIG. 2 is a plan view showing an embodiment of a water casting mold for mechanical casting according to the present invention.
【図3】図1のA−A断面図である。3 is a cross-sectional view taken along the line AA of FIG.
【図4】図1のB−B断面図である。FIG. 4 is a sectional view taken along line BB of FIG.
【図5】図1のC−C断面図である。5 is a sectional view taken along line CC of FIG.
【図6】図1の機械打設用水路成型型枠を設置した成型
機の正面図である。FIG. 6 is a front view of a molding machine in which the water casting mold for machine placing of FIG. 1 is installed.
【図7】図1の機械打設用水路成型型枠を設置した成型
機の平面図である。7 is a plan view of a molding machine in which the water casting mold for machine placing shown in FIG. 1 is installed.
【図8】図1の機械打設用水路成型型枠を設置した成型
機の右側面図である。8 is a right side view of a molding machine in which the water casting mold for machine placing shown in FIG. 1 is installed.
【図9】図8のD−D拡大断面図である。9 is an enlarged cross-sectional view taken along line DD of FIG.
1 水路成型型枠 2 成型型枠本体 3 側壁 5 上壁 7 飲み口 7a 飲み口下部 9 口部 11 成型室 13 型枠体 15 ハンチ部 17 ホッパ 18 オーガ 19 投入口 21 分配体 23 構造物 25 上面 27 上面仕上用鏝 29 水路 31 水路仕上用鏝 33 保護筒 35 ダミー 37 成型機 38 バイブレータ 39 ベース 41 スペーサ 43 鉄筋 45 上部 47 下部 1 Water channel molding form 2 Molding form main body 3 Side wall 5 Upper wall 7 Drinking mouth 7a Drinking mouth lower part 9 Mouth part 11 Molding chamber 13 Formwork body 15 Haunch part 17 Hopper 18 Auger 19 Input port 21 Distributor 23 Structure 25 Top surface 27 Top finishing trowel 29 Water channel 31 Water channel finishing trowel 33 Protective tube 35 Dummy 37 Molding machine 38 Vibrator 39 Base 41 Spacer 43 Reinforcing bar 45 Upper 47 Lower
Claims (4)
において、成型型枠本体の側壁及び上壁にて隔てられた
成型室内に筒状の型枠体が内設され、上壁には進行方向
に沿って飲み口を成型・開口する口部が設けられ、該口
部の下端部には上記型枠体に連結される傾斜板からなる
ハンチ部が設けられたことを特徴とする機械打設用水路
成型型枠。1. In a molding frame installed in a movable molding machine, a cylindrical frame body is internally provided in a molding chamber separated by a side wall and an upper wall of the molding frame body, and the molding wall is provided on the upper wall. Is characterized in that a mouth portion for forming / opening a drinking mouth is provided along the traveling direction, and a haunch portion made of an inclined plate connected to the form body is provided at a lower end portion of the mouth portion. Waterway molding formwork for machine placement.
において、上記型枠体が円筒体であることを特徴とする
機械打設用水路成型型枠。2. The water casting mold for mechanical casting according to claim 1, wherein the mold body is a cylindrical body.
型型枠において、上記ハンチ部が口部の下端より約1/
4程度の位置より型枠体の接線方向に沿って連結される
ことを特徴とする機械打設用水路成型型枠。3. The water casting mold for machine casting according to claim 1 or 2, wherein the haunch portion is about 1 / about from the lower end of the mouth portion.
A waterway molding formwork for machine placing, characterized in that the formwork form is connected from about 4 positions along the tangential direction of the formwork.
用水路成型型枠において、コンクリート等の投下口の直
下に位置する型枠体の上部に三角錐からなる分配体が設
けられたことを特徴とする機械打設用水路成型型枠。4. The water casting mold for mechanical casting according to any one of claims 1 to 3, wherein a distributor made of a triangular pyramid is provided on an upper portion of the mold body located directly below a dropping port for concrete or the like. A waterway molding formwork for machine placement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP35451391A JPH06102914B2 (en) | 1991-12-20 | 1991-12-20 | Waterway molding formwork for machine placement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP35451391A JPH06102914B2 (en) | 1991-12-20 | 1991-12-20 | Waterway molding formwork for machine placement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05171676A JPH05171676A (en) | 1993-07-09 |
| JPH06102914B2 true JPH06102914B2 (en) | 1994-12-14 |
Family
ID=18438066
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP35451391A Expired - Fee Related JPH06102914B2 (en) | 1991-12-20 | 1991-12-20 | Waterway molding formwork for machine placement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06102914B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5268814B2 (en) * | 2009-07-23 | 2013-08-21 | ケイコン株式会社 | Machine construction method and apparatus for concrete structure |
-
1991
- 1991-12-20 JP JP35451391A patent/JPH06102914B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05171676A (en) | 1993-07-09 |
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