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JP4609999B2 - Form for manufacturing canal block and method for manufacturing canal block - Google Patents
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JP4609999B2 - Form for manufacturing canal block and method for manufacturing canal block - Google Patents

Form for manufacturing canal block and method for manufacturing canal block Download PDF

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JP4609999B2
JP4609999B2 JP2005037991A JP2005037991A JP4609999B2 JP 4609999 B2 JP4609999 B2 JP 4609999B2 JP 2005037991 A JP2005037991 A JP 2005037991A JP 2005037991 A JP2005037991 A JP 2005037991A JP 4609999 B2 JP4609999 B2 JP 4609999B2
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water
core
forming member
channel block
guide groove
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JP2006224339A (en
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利勝 林
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カイエー共和コンクリート株式会社
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Description

本発明は、水路を構築する際に用いられる水路ブロックを製造するための型枠と、該型枠を用いて製造される水路ブロックの製造方法に関する。   The present invention relates to a form for producing a canal block used in constructing a canal and a method for producing a canal block produced using the form.

ブロック内に流水路を有し且つブロック上面に流水路に至る通水孔を備える水路ブロックを製造するための型枠は、一般に、台枠と、台枠上に設けられた底板と、台枠に開閉自在に設けられた前妻板及び後妻板と、台枠に開閉自在に設けられた左側板及び右側板と、閉じられた前妻板及び後妻板に挟まれる流水路形成用の中子と、上下動可能に構成された入子を底板の中子と向き合う部分に形成された開口から該中子に接触し得るように突出可能な機構をさらに備える。
登録実用新案第2516970号公報
A formwork for producing a waterway block having a waterway in the block and having a water passage hole leading to the waterway on the upper surface of the block is generally a frame, a bottom plate provided on the frame, and a frame A front end plate and a rear end plate that are provided to be freely opened and closed, a left side plate and a right side plate that are provided to be openable and closable on the underframe, and a core for forming a water flow channel sandwiched between the closed front end plate and the rear end plate, It further includes a mechanism capable of projecting so that the nest configured to be movable up and down can come into contact with the core through an opening formed in a portion facing the core of the bottom plate.
Registered Utility Model No. 2516970

水路ブロックの排水性を高めるための導水溝を通水孔と連通するようにブロック上面に形成する場合には、前記入子を通水孔と導水溝とを同時形成可能な形状とする必要がある。しかし、このような形状の入子を用いると、水路ブロックから入子を抜き出す際に極めて大きな力が必要となると共に抜き出し時に欠けや割れ等の損傷を水路ブロックに与えやすい。また、通水孔または導水溝の形状のみを変更したい場合でも入子全体を別の入子と交換する必要があるためコスト面で不利である。   When the water guide groove for improving the drainage performance of the water channel block is formed on the upper surface of the block so as to communicate with the water hole, it is necessary to form the nest through water hole and the water guide groove at the same time. is there. However, when such an insert is used, an extremely large force is required when the insert is extracted from the channel block, and damage such as chipping or cracking is likely to be given to the channel block during extraction. Further, even if it is desired to change only the shape of the water passage hole or the water guide groove, it is necessary to replace the entire insert with another insert, which is disadvantageous in terms of cost.

本発明は前記事情に鑑みて創作されたものであり、その目的とするところは、所望の数及び形状の通水孔及び導水溝を水路ブロックの上面に的確に形成できる水路ブロック製造用型枠と水路ブロック製造方法を提供することにある。   The present invention has been created in view of the above circumstances, and the object of the present invention is to form a water channel block manufacturing frame that can accurately form a desired number and shape of water passage holes and water guide grooves on the upper surface of the water channel block. And providing a method of manufacturing a water channel block.

前記目的を達成するため、本発明の水路ブロック製造用型枠は、台枠と、台枠上に設けられた底板と、台枠に開閉自在に設けられた前妻板及び後妻板と、台枠に開閉自在に設けられた左側板及び右側板と、閉じられた前妻板及び後妻板に挟まれる流水路形成用の中子とを備えた水路ブロック製造用の型枠であって、底板の中子と向き合う部分に前後方向に間隔をおいて形成された複数の開口それぞれから中子に向かって該中子と非接触で突出可能であり、突出状態で水路ブロックの上面に導水溝を形成し得る複数の導水溝形成部材と、隣接する突出状態の導水溝形成部材の間に底板と中子とに挟まれた状態で設置可能であり、設置状態で水路ブロックの上面の導水溝間に流水路に至る通水孔を形成し得る通水孔形成部材とを備える、ことをその特徴とする。   In order to achieve the above-mentioned object, a channel block manufacturing form according to the present invention includes a base frame, a bottom plate provided on the base frame, front and rear end plates provided on the base frame so as to be opened and closed, and a base frame. A mold for manufacturing a water channel block comprising a left side plate and a right side plate provided in a freely openable and closable manner, and a core for forming a water flow channel sandwiched between the closed front end plate and rear end plate. A plurality of openings formed at intervals in the front-rear direction at a portion facing the child can project in a non-contact manner from the core toward the core, and a water guide groove is formed on the upper surface of the water channel block in the protruding state. It can be installed in a state sandwiched between a bottom plate and a core between a plurality of water guide groove forming members to be obtained and an adjacent projecting water guide groove forming member, and in the installed state, water flows between the water guide grooves on the upper surface of the water channel block. A water passage hole forming member capable of forming a water hole leading to the road. And features.

また、本発明の水路ブロック製造方法は、台枠と、台枠上に設けられた底板と、台枠に開閉自在に設けられた前妻板及び後妻板と、台枠に開閉自在に設けられた左側板及び右側板と、閉じられた前妻板及び後妻板に挟まれる流水路形成用の中子とを備えた型枠を用いて水路ブロックを製造する方法であって、底板の中子と向き合う部分に前後方向に間隔をおいて形成された複数の開口それぞれから中子に向かって該中子と非接触で複数の導水溝形成部材を突出させ、隣接する突出状態の導水溝形成部材の間に底板と中子とに挟まれた状態で通水孔形成部材を設置し、前妻板,後妻板,左側板及び右側板を閉じた後に型枠内にコンクリートを打設して水路ブロックを形成し、各導水溝形成部材を水路ブロックから抜き出して非突出状態とし前妻板,後妻板,左側板及び右側板を開いた後に複数の導水溝が形成され且つ通水孔形成部材が埋設された水路ブロックを型枠から取り出し、取り出した水路ブロックから通水孔形成部材を抜き出す、ことをその特徴とする。   In addition, the water channel block manufacturing method of the present invention is provided with a frame, a bottom plate provided on the frame, front and rear plates provided openably on the frame, and openable on the frame. A method of manufacturing a water channel block using a mold having a left side plate and a right side plate, and a core for forming a flow channel sandwiched between the closed front and rear end plates, facing the core of the bottom plate A plurality of water guide groove forming members are projected from each of a plurality of openings formed at intervals in the front-rear direction toward the core without contacting the core, and between adjacent water guide groove forming members in a protruding state A water passage hole forming member is installed in a state sandwiched between the bottom plate and the core, and after closing the front plate, the rear plate, the left plate and the right plate, concrete is placed in the mold to form a water channel block And pull out each water guide groove forming member from the channel block to make it non-projecting. , After opening the rear end plate, the left side plate and the right side plate, take out the water channel block in which a plurality of water guide grooves are formed and embedded with the water passage hole forming member from the mold, and extract the water hole forming member from the taken out water channel block , That is the feature.

前記の型枠及び製造方法によれば、水路ブロックに導水溝を形成する部材と通水孔を形成する部材とを分離して構成することにより、導水溝形成部材と通水孔形成部材を別々に水路ブロックから抜き出せるので、導水溝形成部材を水路ブロックから抜き出すとき、並びに、通水孔形成部材を水路ブロックから抜き出すときにさほど大きな力を必要としないし、各々の抜き出し時に欠けや割れ等の損傷を水路ブロックに与え難い。   According to the above-mentioned formwork and manufacturing method, the water guide groove forming member and the water passage hole forming member are separately formed by separately configuring the member forming the water guide groove and the member forming the water hole in the water channel block. Therefore, when pulling out the water guide groove forming member from the water channel block and when pulling out the water passage hole forming member from the water channel block, it does not require a large force, and chipping or cracking etc. at each extraction It is difficult to damage the waterway block.

また、導水溝形成部材と通水孔形成部材とが分離して構成されているので、導水溝形成部材を高さ寸法が異なるものに変えるか、または、その突出量を変えることによって水路ブロックに形成される導水溝の深さを簡単に変更できると共に、通水孔形成部材を他の形状のものに変えることによって水路ブロックに形成される通水孔の幅寸法等を簡単に変更できる。   In addition, since the water guide groove forming member and the water passage hole forming member are configured separately, the water guide groove forming member is changed to one having a different height dimension, or the projection amount is changed to the water channel block. The depth of the formed water guide groove can be easily changed, and the width dimension of the water passage hole formed in the water channel block can be easily changed by changing the water passage hole forming member to another shape.

本発明によれば、所望の数及び形状の通水孔及び導水溝を水路ブロックの上面に形成できる水路ブロック製造用型枠と水路ブロック製造方法を提供できる。   According to the present invention, it is possible to provide a water channel block manufacturing form and a water channel block manufacturing method capable of forming a desired number and shape of water passage holes and water guide grooves on the upper surface of the water channel block.

本発明の前記目的とそれ以外の目的と、構成特徴と、作用効果は、以下の説明と添付図面によって明らかとなる。   The above object and other objects, structural features, and operational effects of the present invention will become apparent from the following description and the accompanying drawings.

[第1実施形態]
図1〜図12は本発明の第1実施形態を示す。
[First Embodiment]
1 to 12 show a first embodiment of the present invention.

まず、図1及び図2を参照して下記の型枠10により製造される水路ブロックC1の形状について説明する。   First, with reference to FIG.1 and FIG.2, the shape of the water channel block C1 manufactured with the following formwork 10 is demonstrated.

水路ブロックC1は水路を構築する際に用いられるものであり、全体が直方体形状を成し、断面略矩形の流水路C1aを前後方向に沿って有する。また、水路ブロックC1の上面C1bは幅方向中心に向かって下向きに傾斜した断面V字形を成す。さらに、水路ブロックC1の上面C1bの幅方向中心には前後方向に間隔をおいて4個の導水溝C1cが設けられ、隣接する導水溝C1cの間それぞれには流水路C1aに至る通水孔C1dが計3個設けられている。   The water channel block C1 is used when constructing a water channel, and has a rectangular parallelepiped shape as a whole and has a flow channel C1a having a substantially rectangular cross section along the front-rear direction. Further, the upper surface C1b of the water channel block C1 has a V-shaped cross section inclined downward toward the center in the width direction. Furthermore, four water guide grooves C1c are provided at the center in the width direction of the upper surface C1b of the water channel block C1 with a space in the front-rear direction, and between the adjacent water guide grooves C1c, the water flow holes C1d leading to the water flow channel C1a are provided. There are a total of three.

各導水溝C1cの深さは水路ブロックC1の頂版部分の厚さの約1/2もしくはそれ以下であり、左右幅が上から下に向かって徐々に小さくなる断面形を有している。各通水孔C1dは左右幅が上から下に向かって徐々に大きくなる断面形を有していて、上端の左右幅は導水溝C1cの上端の左右幅と一致している。   The depth of each water guide groove C1c is about ½ or less of the thickness of the top plate portion of the water channel block C1, and has a cross-sectional shape in which the lateral width gradually decreases from top to bottom. Each water passage hole C1d has a cross-sectional shape in which the lateral width gradually increases from top to bottom, and the lateral width of the upper end coincides with the lateral width of the upper end of the water guide groove C1c.

次に、図3〜図6を参照して前記水路ブロックC1を製造するための型枠10の構成について説明する。   Next, the configuration of the mold 10 for manufacturing the water channel block C1 will be described with reference to FIGS.

型枠10は、上面形状が矩形を成す台枠11と、台枠11上に支持枠12を介して設けられた上面形状が矩形を成す底板13と、台枠11の後端に軸支部(図示省略)を介して開閉自在に設けられた後妻板14と、台枠11の前端に軸支部(図示省略)を介して開閉自在に設けられた前妻板15と、台枠11の左端に軸支部(図示省略)を介して開閉自在に設けられた左側板16と、台枠11の右端に軸支部(図示省略)を介して開閉自在に設けられた右側板17とを備える。   The mold 10 includes a frame 11 having a rectangular top surface, a bottom plate 13 having a rectangular top surface provided on the frame 11 via a support frame 12, and a pivotal support ( A rear end plate 14 that can be opened and closed via a shaft (not shown), a front end plate 15 that can be opened and closed via a shaft support (not shown) at the front end of the frame 11, and a shaft at the left end of the frame 11 A left side plate 16 provided openably and closably via a support (not shown) and a right side plate 17 provided openably and closably via a shaft support (not shown) at the right end of the frame 11 are provided.

底板13は幅方向中心に向かって上向きに傾斜した断面逆V字形を成し、該底板13の幅方向中心には前後方向に間隔をおいて4個の矩形状開口13aが設けられている。後妻板14は開閉自在に構成されているが、該後妻板14は水路ブロック製造過程で必ずしも開く必要はないため開閉しないように適当な固定器具によって台枠11に固定しておいてもよい。   The bottom plate 13 has an inverted V-shaped cross section inclined upward toward the center in the width direction, and four rectangular openings 13a are provided at the center in the width direction of the bottom plate 13 at intervals in the front-rear direction. The rear end plate 14 is configured to be openable and closable. However, the rear end plate 14 does not necessarily need to be opened in the course of manufacturing the water channel block, and may be fixed to the frame 11 with an appropriate fixing device so as not to be opened and closed.

また、後妻板14には中子支持梁18の後端が固定されており、該中子支持梁18には流水路C1a形成用の中子19が取り付けられている。中子19は図7に示すように側面に分離箇所を有する断面略C形を成しており、中子支持梁18に取り付けられた状態で図示省略の中子拡縮機構の操作によって定常形態(図7(B)参照)から縮小形態(図7(A)参照)に変化でき、その逆の形態変化も可能としている。尚、図面には分離箇所を側面に有するものを中子19として示したが、分離箇所を底面に有するものを中子19として用いてもよい。   In addition, the rear end of the core support beam 18 is fixed to the rear end plate 14, and the core 19 for forming the flow channel C 1 a is attached to the core support beam 18. As shown in FIG. 7, the core 19 has a substantially C-shaped cross section having a separation portion on the side surface. The core 19 is attached to the core support beam 18 and is operated in a steady state ( 7 (B)) can be changed to a reduced form (see FIG. 7 (A)), and vice versa. In addition, although what has the isolation | separation location in the side surface was shown as the core 19 in drawing, you may use what has the isolation | separation location in the bottom as the core 19.

さらに、底板13の下側には前後方向に長い支持台20が配置されており、該支持台20の上面には4個の導水溝形成部材21が底板13の各開口13aに対応した間隔で設けられている。各導水溝形成部材21は左右幅が上から下に向かって徐々に大きくなる断面形を有している。支持台20はV字リンク等を用いた図示省略の昇降機構の操作による昇降を可能としており、上昇時には各導水溝形成部材21を底板13の各開口13aから中子19の底面に向かって該中子19と非接触で突出させることができ、また、下降時には各導水溝形成部材21を底板13の各開口13aを介して底板13の上面よりも下方に引き込んで非突出状態とすることができる。   Further, a support table 20 that is long in the front-rear direction is disposed below the bottom plate 13, and four water guide groove forming members 21 are formed on the upper surface of the support table 20 at intervals corresponding to the openings 13 a of the bottom plate 13. Is provided. Each water guide groove forming member 21 has a cross-sectional shape in which the lateral width gradually increases from top to bottom. The support base 20 can be moved up and down by operating a lifting mechanism (not shown) using a V-shaped link or the like, and when it is lifted, each water guide groove forming member 21 is moved from each opening 13 a of the bottom plate 13 toward the bottom surface of the core 19. It can project without contact with the core 19, and when descending, each water guide groove forming member 21 can be drawn below the upper surface of the bottom plate 13 through each opening 13 a of the bottom plate 13 to be in a non-projecting state. it can.

符号22は計3個の通水孔形成部材であり、該各通水孔形成部材22は左右幅が上から下に向かって徐々に小さくなる断面形を有し、その前後長さは導水溝形成部材21の前後間隔と一致している。また、各通水孔形成部材22の下端の左右幅は、突出状態にある各導水溝形成部材21の突出部分の下端の左右幅と一致している。さらに、各通水孔形成部材22の底面は、底板13の上面の幅方向中心部に整合した断面逆V字形を成している。   Reference numeral 22 denotes a total of three water hole forming members, each of the water hole forming members 22 has a cross-sectional shape in which the left and right widths gradually decrease from top to bottom, and the front and rear lengths thereof are water guide grooves. This coincides with the distance between the front and rear of the forming member 21. Moreover, the left-right width of the lower end of each water flow hole formation member 22 corresponds with the left-right width of the lower end of the protrusion part of each water guide groove formation member 21 in a protrusion state. Further, the bottom surface of each water passage hole forming member 22 has an inverted V-shaped cross section aligned with the center of the top surface of the bottom plate 13 in the width direction.

次に、図7〜図9並びに図1を参照して前記型枠10によって前記水路ブロックC1を製造する方法について説明する。   Next, a method for manufacturing the water channel block C1 using the mold 10 will be described with reference to FIGS.

製造に際しては、図7(A)に示すように、中子19が縮小形態にある状態で昇降機構を操作して支持台20を上昇させ、4個の導水溝形成部材21を底板13の各開口13aから中子19の底面に向かって該中子19と非接触で突出させる。続いて、底板13と中子19の隙間に左右何れかの方向から通水孔形成部材22を挿入し、隣接する突出状態の導水溝形成部材21の間それぞれに通水孔形成部材22を差し込む。勿論、底板13の上面の所定位置に通水孔形成部材22を挿入した後に4個の導水溝形成部材21を底板13の各開口13aから中子19の底面に向かって該中子19と非接触で突出させるようにしても、隣接する突出状態の導水溝形成部材21の間それぞれに通水孔形成部材22を差し込んだ状態とすることは可能である。   In manufacturing, as shown in FIG. 7A, the support base 20 is raised by operating the lifting mechanism with the core 19 in the contracted form, and the four water guide groove forming members 21 are attached to the bottom plate 13. It protrudes from the opening 13a toward the bottom surface of the core 19 without contact with the core 19. Subsequently, the water passage hole forming member 22 is inserted into the gap between the bottom plate 13 and the core 19 from either the left or right direction, and the water hole forming member 22 is inserted between the adjacent protruding water guide groove forming members 21. . Of course, after inserting the water passage hole forming member 22 at a predetermined position on the upper surface of the bottom plate 13, the four water guide groove forming members 21 are not connected to the core 19 from the openings 13 a of the bottom plate 13 toward the bottom surface of the core 19. Even if it makes it protrude by contact, it is possible to make it the state which inserted the water flow hole formation member 22 between the adjacent water conveyance groove formation members 21 of the protrusion state.

差し込まれた通水孔形成部材22の前後に存する導水溝形成部材21は該通水孔形成部材22の前後方向の位置を定める役割を果たす。また、各通水孔形成部材22の底面は、底板13の上面の幅方向中心部に整合した断面逆V字形を成しているので、互いの逆V字形面を整合させることにより各通水孔形成部材22の左右方向の位置決めが行われる。   The water guide groove forming member 21 existing before and after the inserted water passage hole forming member 22 plays a role of determining the position of the water hole forming member 22 in the front and rear direction. Moreover, since the bottom surface of each water flow hole forming member 22 has an inverted V-shaped cross section aligned with the center of the top surface of the bottom plate 13 in the width direction, each water flow hole forming member 22 is aligned with each other by passing the reverse V-shaped surfaces. Positioning of the hole forming member 22 in the left-right direction is performed.

そして、図7(B)に示すように、中子拡縮機構を操作して縮小形態にある中子19を定常形態に戻す。このとき、各通水孔形成部材22の上面は中子19の底面によって下方に押され、結果的に、各通水孔形成部材22は隣接する突出状態の導水溝形成部材21の間に底板13と中子19とに挟まれた状態で設置されることになる。   Then, as shown in FIG. 7B, the core expansion / contraction mechanism is operated to return the core 19 in the contracted form to the steady form. At this time, the upper surface of each water passage hole forming member 22 is pushed downward by the bottom surface of the core 19, and as a result, each water hole forming member 22 has a bottom plate between adjacent water guide groove forming members 21. 13 and the core 19 are installed.

各通水孔形成部材22の設置は縮小形態にある中子19を定常形態に戻した後に行うことも可能である。この場合には、図8に示すように、突出状態の導水溝形成部材21の間に存する底板13と中子19との隙間それぞれに通水孔形成部材22を押し込めばよい。   The installation of each water passage hole forming member 22 can also be performed after the core 19 in the reduced form is returned to the steady form. In this case, as shown in FIG. 8, the water passage hole forming member 22 may be pushed into each gap between the bottom plate 13 and the core 19 existing between the protruding water guide groove forming members 21.

各通水孔形成部材22を設置した後の型枠10の形態は図3のようになるので、同形態で前妻板15と左側板16と右側板17を閉じ、図示省略の型締め機構を操作して型締めを行い、続いて型枠10内にコンクリートを打設して所期の水路ブロックを形成する。   Since the form of the mold 10 after installing each water passage forming member 22 is as shown in FIG. 3, the front end plate 15, the left side plate 16 and the right side plate 17 are closed in the same form, and a mold clamping mechanism (not shown) is provided. The mold is clamped by operation, and then concrete is placed in the mold 10 to form a desired water channel block.

ブロック形成後は、昇降機構を操作して支持台20を下降させ、4個の導水溝形成部材21を水路ブロックC1から抜き出して底板13の各開口13aを介して底板13の上面よりも下方に引き込んで非突出状態とする。そして、中子拡縮機構を操作して定常形態にある中子19を縮小形態にし、前妻板15と左側板16と右側板17を開き、続いて水路ブロックC1を中子19から引き抜くようにして型枠10から取り出す。通水孔形成部材22は水路ブロックC2に埋設されたままとなっているため該通水孔形成部材22は水路ブロックC2と一緒に型枠10から取り出される。   After forming the block, the support mechanism 20 is lowered by operating the lifting mechanism, and the four water guide groove forming members 21 are extracted from the water channel block C1 and below the upper surface of the bottom plate 13 through the openings 13a of the bottom plate 13. Pull in to make it non-projecting. Then, by operating the core expansion / contraction mechanism, the core 19 in the steady state is reduced, the front end plate 15, the left side plate 16, and the right side plate 17 are opened, and then the water channel block C1 is pulled out from the core 19. Remove from mold 10. Since the water passage hole forming member 22 remains embedded in the water channel block C2, the water hole forming member 22 is taken out of the mold 10 together with the water channel block C2.

そして、図9に示すように、取り出した水路ブロックC1の外側から各通水孔形成部材22を内側に押圧して該各通水孔形成部材22を水路ブロックC1から抜き出す。以上により図1に示した水路ブロックC1が製造される。   Then, as shown in FIG. 9, each water hole forming member 22 is pressed inward from the outside of the taken out water channel block C1, and each water hole forming member 22 is extracted from the water channel block C1. Thus, the water channel block C1 shown in FIG. 1 is manufactured.

このように、前述の型枠及び製造方法によれば、水路ブロックC1に導水溝C1cを形成する部材21と通水孔C1dを形成する部材22とを分離して構成することにより、導水溝形成部材21と通水孔形成部材22を別々に水路ブロックC1から抜き出せるので、導水溝形成部材21を水路ブロックC1から抜き出すとき、並びに、通水孔形成部材22を水路ブロックC1から抜き出すときにさほど大きな力を必要としないし、各々の抜き出し時に欠けや割れ等の損傷を水路ブロックC1に与え難い。   Thus, according to the above-mentioned formwork and manufacturing method, the water guide groove formation is achieved by separating the member 21 forming the water guide groove C1c and the member 22 forming the water passage C1d in the water channel block C1. Since the member 21 and the water passage hole forming member 22 can be separately extracted from the water channel block C1, when the water guide groove forming member 21 is extracted from the water channel block C1 and when the water hole forming member 22 is extracted from the water channel block C1, it is not so much. A large force is not required, and damage such as chipping or cracking is difficult to be given to the water channel block C1 at the time of each extraction.

また、導水溝形成部材21と通水孔形成部材22とが分離して構成されているので、導水溝形成部材21を高さ寸法が異なるものに変えるか、または、昇降機構の上下移動量を調節して導水溝形成部材21の突出量を変えることによって水路ブロックC1に形成される導水溝C1cの深さを簡単に変更できると共に、通水孔形成部材22を他の形状のものに変えることによって水路ブロックC1に形成される通水孔C1dの幅寸法等を簡単に変更できる。   Further, since the water guide groove forming member 21 and the water passage hole forming member 22 are configured separately, the water guide groove forming member 21 is changed to one having a different height or the vertical movement amount of the lifting mechanism is changed. The depth of the water guide groove C1c formed in the water channel block C1 can be easily changed by adjusting and changing the protruding amount of the water guide groove forming member 21, and the water passage hole forming member 22 is changed to another shape. Thus, the width dimension and the like of the water passage hole C1d formed in the water channel block C1 can be easily changed.

さらに、隣接する突出状態の導水溝形成部材21の間に設置された通水孔形成部材22は底板13と中子19とで挟まれた状態にあるため、設置後の通水孔形成部材22の姿勢を安定に保持することができ、これにより、型枠10内にコンクリートを打設する際等における振動や衝撃等によって通水孔形成部材22に位置ずれを生じることを防止できる。   Furthermore, since the water passage hole forming member 22 installed between the adjacent projecting water guide groove forming members 21 is sandwiched between the bottom plate 13 and the core 19, the water hole forming member 22 after installation is provided. Thus, it is possible to prevent the water passage hole forming member 22 from being displaced due to vibration, impact, or the like when placing concrete in the mold 10.

尚、前述の実施形態では、各通水孔形成部材22を設置する際の左右方向の位置決めを、逆V字形を成す各通水孔形成部材22の底面を同形状を成す底板13の上面の幅方向中心部に整合させることによって行うようにしたが、図10に示すように、底板13の上面の幅方向中心部に好ましくは2以上の凸部13bを形成し、該凸部13bに嵌合可能な凹部22bを各通水孔形成部材22の底面に形成しておけば、各通水孔形成部材22の底面の凹部22bを底板13の上面の凸部13bに嵌め合わせることによって各通水孔形成部材22を設置する際の左右方向の位置決めをより的確に行うことができる。勿論、各通水孔形成部材22の底面側に凸部を形成し、該凸部に嵌合可能な凹部を底板13の上面側に形成しても、両者の凹凸嵌合によって同様の位置決め作用を得ることができる。   In the above-described embodiment, the positioning in the left-right direction when installing each water hole forming member 22 is performed by using the bottom surface of each water hole forming member 22 having an inverted V shape on the upper surface of the bottom plate 13 having the same shape. However, as shown in FIG. 10, preferably two or more protrusions 13b are formed at the center of the upper surface of the bottom plate 13 and are fitted into the protrusions 13b. If the recesses 22b that can be combined are formed on the bottom surface of each water hole forming member 22, the recesses 22b on the bottom surface of each water hole forming member 22 are fitted to the protrusions 13b on the top surface of the bottom plate 13, thereby allowing each through hole to pass. Positioning in the left-right direction when installing the water hole forming member 22 can be performed more accurately. Of course, even if a convex portion is formed on the bottom surface side of each water passage hole forming member 22 and a concave portion that can be fitted to the convex portion is formed on the upper surface side of the bottom plate 13, the same positioning action can be achieved by fitting both the concave and convex portions. Can be obtained.

図示を省略したが、底板13の上面の各通水孔形成部材22を設置する位置に各通水孔形成部材22の底部を嵌め込むことができる矩形状の浅溝を形成しておき、該浅溝に通水孔形成部材22の底部を嵌め合わせるようにしても同様の位置決め作用を得ることができる。   Although not shown in the drawings, a rectangular shallow groove that can be fitted into the bottom of each water hole forming member 22 is formed at a position where each water hole forming member 22 is installed on the upper surface of the bottom plate 13. The same positioning effect can be obtained by fitting the bottom of the water passage hole forming member 22 into the shallow groove.

また、図11に示すように、支持台20の上面に前後方向に長い1つの導水溝形成部材21’を形成し且つ該導水溝形成部材21’に対応する開口13a’を底板13に形成すると共に、各通水孔形成部材22の底面に導水溝形成部材21’が直接嵌合可能な溝部22cを形成しておき、導水溝形成部材21’を底板13の開口13a’から中子19の底面に向かって突出させる前に各通水孔形成部材22を底板13と中子19との間に設置しておき、続いて導水溝形成部材21’を底板13の開口13a’から中子19の底面に向かって突出させて該突出部分を各通水孔形成部材22の底面の溝部22cに嵌合させるようにしても同様の位置決め作用を得ることができる。しかも、この場合には、各通水孔形成部材22を上下両方から押圧することができるので、該各通水孔形成部材22をより強固に固定できる作用も得られる。   Further, as shown in FIG. 11, one water guide groove forming member 21 ′ long in the front-rear direction is formed on the upper surface of the support base 20, and an opening 13 a ′ corresponding to the water guide groove forming member 21 ′ is formed in the bottom plate 13. At the same time, a groove portion 22c into which the water guide groove forming member 21 ′ can be directly fitted is formed on the bottom surface of each water passage hole forming member 22, and the water guide groove forming member 21 ′ is connected to the core 19 from the opening 13a ′ of the bottom plate 13. Prior to projecting toward the bottom surface, each water passage hole forming member 22 is installed between the bottom plate 13 and the core 19, and then the water guide groove forming member 21 ′ is opened from the opening 13 a ′ of the bottom plate 13 to the core 19. The same positioning action can be obtained by projecting toward the bottom surface of the water passage and fitting the projecting portion into the groove portion 22c on the bottom surface of each water passage hole forming member 22. In addition, in this case, since each water passage hole forming member 22 can be pressed from both the upper and lower sides, an action that can firmly fix each water hole forming member 22 can be obtained.

さらに、前述の実施形態では、中子支持梁18の後端を後妻板14に固定したものを示したが、図12に示すように、中子支持梁18’をL字形に形成してその縦長部分を台枠11の後端に固定し、該中子支持梁18’の横長部分を後妻板14に形成した挿通孔14aに遊挿した構成を採用してもよい。このような構成を採用すれば、挿通孔14aの内面と中子支持梁18’の外面との隙間を利用して後妻板14を所定角度開くことができるので、水路ブロックC1の後端と後妻板14とが強く密着している場合でも該後妻板14の開動作によって密着を解くことができる。   Furthermore, in the above-described embodiment, the rear end of the core support beam 18 is fixed to the rear end plate 14. However, as shown in FIG. 12, the core support beam 18 ′ is formed in an L shape. A configuration in which the vertically long portion is fixed to the rear end of the frame 11 and the horizontally long portion of the core support beam 18 ′ is loosely inserted into the insertion hole 14 a formed in the rear end plate 14 may be adopted. By adopting such a configuration, the rear end plate 14 can be opened at a predetermined angle using the gap between the inner surface of the insertion hole 14a and the outer surface of the core support beam 18 ', so that the rear end and the rear end of the water channel block C1 can be opened. Even when the plate 14 is in close contact with the plate 14, the close contact can be released by opening the rear end plate 14.

さらに、前述の実施形態では、本発明を図1に示した水路ブロックC1を製造するための型枠10に適用した例を示したが、図1に示した水路ブロックC1の流水路C1aの底面側が開放したような形状を備える、所謂、門型の水路ブロックを製造するための型枠に本発明を適用しても前記同様の作用効果を得ることができる。   Further, in the above-described embodiment, an example in which the present invention is applied to the mold 10 for manufacturing the water channel block C1 shown in FIG. 1 is shown. However, the bottom surface of the water flow channel C1a of the water channel block C1 shown in FIG. Even if the present invention is applied to a formwork for manufacturing a so-called portal-type water channel block having a shape that is open on the side, the same effect as described above can be obtained.

[第2実施形態]
図13〜図24は本発明の第2実施形態を示す。
[Second Embodiment]
13 to 24 show a second embodiment of the present invention.

まず、図13及び図14を参照して下記の型枠40により製造される水路ブロックC2の形状について説明する。   First, the shape of the water channel block C2 manufactured by the following mold 40 will be described with reference to FIGS.

水路ブロックC2は水路を構築する際に用いられるものであり、全体が直方体形状を成し、断面略矩形の流水路C2aを前後方向に沿って有する。また、水路ブロックC2の上面C2bは幅方向中心に向かって下向きに傾斜した断面V字形を成す。さらに、水路ブロックC2の上面C2bの幅方向中心には前後方向に間隔をおいて2個の導水溝C2cが設けられ、隣接する導水溝C2cの間には流水路C2aに至る通水孔C2dが1個設けられている。   The water channel block C2 is used when a water channel is constructed, and the whole has a rectangular parallelepiped shape and has a flow channel C2a having a substantially rectangular cross section along the front-rear direction. Further, the upper surface C2b of the water channel block C2 has a V-shaped cross section inclined downward toward the center in the width direction. Furthermore, two water guide grooves C2c are provided at the center in the width direction of the upper surface C2b of the water channel block C2 at intervals in the front-rear direction, and a water passage hole C2d reaching the water channel C2a is formed between the adjacent water guide grooves C2c. One is provided.

各導水溝C2cの深さは水路ブロックC2の頂版部分の厚さの約1/2もしくはそれ以下であり、左右幅が上から下に向かって徐々に小さくなる断面形を有している。通水孔C2dはグレーティングGを着脱自在に嵌め込むことができる形状をしている。   The depth of each water guide groove C2c is about ½ or less of the thickness of the top plate portion of the water channel block C2, and has a cross-sectional shape in which the lateral width gradually decreases from top to bottom. The water passage hole C2d has a shape in which the grating G can be detachably fitted.

次に、図15〜図18を参照して前記水路ブロックC1を製造するための型枠40の構成について説明する。   Next, the structure of the mold 40 for manufacturing the water channel block C1 will be described with reference to FIGS.

型枠40は、上面形状が矩形を成す台枠41と、台枠41上に支持枠42を介して設けられた上面形状が矩形を成す底板43と、台枠41の後端に軸支部(図示省略)を介して開閉自在に設けられた後妻板44と、台枠41の前端に軸支部(図示省略)を介して開閉自在に設けられた前妻板45と、台枠41の左端に軸支部(図示省略)を介して開閉自在に設けられた左側板46と、台枠41の右端に軸支部(図示省略)を介して開閉自在に設けられた右側板47とを備える。   The mold frame 40 includes a frame 41 having a rectangular upper surface shape, a bottom plate 43 having a rectangular upper surface shape provided on the frame 41 via a support frame 42, and a pivotal support ( A rear end plate 44 that can be opened and closed via a shaft support (not shown), a front end plate 45 that can be opened and closed via a shaft support (not shown) at the front end of the base frame 41, and a shaft at the left end of the base frame 41. A left side plate 46 that can be opened and closed via a support (not shown) and a right side plate 47 that can be opened and closed via a shaft support (not shown) at the right end of the frame 41 are provided.

底板43は幅方向中心に向かって上向きに傾斜した断面逆V字形を成し、該底板43の幅方向中心には前後方向に間隔をおいて2個の矩形状開口43aが設けられている。後妻板44は開閉自在に構成されているが、該後妻板44は水路ブロック製造過程で開く必要はないため開閉しないように適当な固定器具によって台枠41に固定しておいてもよい。   The bottom plate 43 has an inverted V-shaped cross section inclined upward toward the center in the width direction, and two rectangular openings 43a are provided at the center in the width direction of the bottom plate 43 at intervals in the front-rear direction. The rear wife plate 44 is configured to be openable and closable. However, the rear wife plate 44 does not need to be opened in the course of manufacturing the water channel block, and may be fixed to the frame 41 with an appropriate fixing device so as not to be opened and closed.

また、後妻板44には中子支持梁48の後端が固定されており、該中子支持梁48には流水路C2a形成用の中子49が取り付けられている。中子49は図19に示すように側面に分離箇所を有する断面略C形を成しており、中子支持梁48に取り付けられた状態で図示省略の中子拡縮機構の操作によって定常形態(図19(B)参照)から縮小形態(図19(A)参照)に変化でき、その逆の形態変化も可能としている。尚、図面には分離箇所を側面に有するものを中子49として示したが、分離箇所を底面に有するものを中子49として用いてもよい。   Further, the rear end of the core support beam 48 is fixed to the rear end plate 44, and a core 49 for forming the flow channel C2a is attached to the core support beam 48. As shown in FIG. 19, the core 49 has a substantially C-shaped cross section having a separation portion on the side surface. The core 49 is attached to the core support beam 48 to operate in a steady state by operating a core expansion / contraction mechanism (not shown). 19 (B)) can be changed to a reduced form (see FIG. 19 (A)), and vice versa. In addition, although what has the isolation | separation location in the side surface was shown as the core 49 in drawing, you may use what has the isolation | separation location in the bottom as the core 49.

さらに、底板43の下側には前後方向に長い支持台50が配置されており、該支持台50の上面には2個の導水溝形成部材51が底板43の各開口43aに対応した間隔で設けられている。各導水溝形成部材51は左右幅が上から下に向かって徐々に大きくなる断面形を有している。支持台50はV字リンク等を用いた図示省略の昇降機構の操作による昇降を可能としており、上昇時には各導水溝形成部材51を底板43の各開口43aから中子49の底面に向かって該中子49と非接触で突出させることができ、また、下降時には各導水溝形成部材51を底板43の各開口43aを介して底板43の上面よりも下方に引き込んで非突出状態とすることができる。   Further, a support base 50 that is long in the front-rear direction is disposed below the bottom plate 43, and two water guide groove forming members 51 are provided on the upper surface of the support base 50 at intervals corresponding to the openings 43 a of the bottom plate 43. Is provided. Each water guide groove forming member 51 has a cross-sectional shape in which the lateral width gradually increases from top to bottom. The support base 50 can be moved up and down by operating a lifting mechanism (not shown) using a V-shaped link or the like, and when it is lifted, the water guide groove forming members 51 are moved from the openings 43 a of the bottom plate 43 toward the bottom surface of the core 49. It can project without contact with the core 49, and when descending, each water guide groove forming member 51 is drawn below the upper surface of the bottom plate 43 through each opening 43 a of the bottom plate 43 to be in a non-projecting state. it can.

符号52は通水孔形成部材であり、該通水孔形成部材52は図13に示した通水孔C2dと相似形で僅かに小さな外形を有し、その前後長さは導水溝形成部材21の前後間隔と一致している。また、通水孔形成部材52の底面は、底板43の上面の幅方向中心部に整合した断面逆V字形を成している。   Reference numeral 52 denotes a water passage hole forming member. The water hole forming member 52 is similar to the water passage hole C2d shown in FIG. 13 and has a slightly smaller outer shape. This is consistent with the front-to-back spacing. In addition, the bottom surface of the water passage hole forming member 52 has an inverted V-shaped cross section aligned with the center portion in the width direction of the top surface of the bottom plate 43.

次に、図19〜図21並びに図15を参照して前記型枠40によって前記水路ブロックC2を製造する方法について説明する。   Next, a method for manufacturing the water channel block C2 by the mold 40 will be described with reference to FIGS. 19 to 21 and FIG.

製造に際しては、図19(A)に示すように、中子49が縮小形態にある状態で昇降機構を操作して支持台50を上昇させ、2個の導水溝形成部材51を底板43の各開口43aから中子49の底面に向かって該中子49と非接触で突出させる。続いて、底板43と中子49の隙間に左右何れかの方向から通水孔形成部材52を挿入し、隣接する突出状態の導水溝形成部材51の間に通水孔形成部材52を差し込む。勿論、底板43の上面の所定位置に通水孔形成部材52を挿入した後に2個の導水溝形成部材51を底板43の各開口43aから中子49の底面に向かって該中子49と非接触で突出させるようにしても、隣接する突出状態の導水溝形成部材51の間に通水孔形成部材52を差し込んだ状態とすることは可能である。   At the time of manufacture, as shown in FIG. 19A, the lifting mechanism is operated to raise the support base 50 with the core 49 in the contracted form, and the two water guide groove forming members 51 are moved to the bottom plate 43. It protrudes from the opening 43a toward the bottom surface of the core 49 without contacting the core 49. Subsequently, the water passage hole forming member 52 is inserted into the gap between the bottom plate 43 and the core 49 from either the left or right direction, and the water hole forming member 52 is inserted between the adjacent water guide groove forming members 51 in the protruding state. Of course, after inserting the water passage hole forming member 52 at a predetermined position on the upper surface of the bottom plate 43, the two water guide groove forming members 51 are not connected to the core 49 from the openings 43 a of the bottom plate 43 toward the bottom surface of the core 49. Even if it makes it protrude by contact, it is possible to make it the state which inserted the water flow hole formation member 52 between the water guide groove formation members 51 of the adjacent protrusion state.

差し込まれた通水孔形成部材52の前後に存する導水溝形成部材51は該通水孔形成部材52の前後方向の位置を定める役割を果たす。また、通水孔形成部材52の底面は、底板43の上面の幅方向中心部に整合した断面逆V字形を成しているので、互いの逆V字形面を整合させることにより通水孔形成部材52の左右方向の位置決めが行われる。   The water guide groove forming member 51 existing before and after the inserted water passage hole forming member 52 plays a role of determining the position of the water hole forming member 52 in the front and rear direction. Further, since the bottom surface of the water passage hole forming member 52 has an inverted V-shaped cross section aligned with the center portion in the width direction of the upper surface of the bottom plate 43, the water hole formation is achieved by aligning the opposite V-shaped surfaces with each other. Positioning of the member 52 in the left-right direction is performed.

そして、図19(B)に示すように、中子拡縮機構を操作して縮小形態にある中子49を定常形態に戻す。このとき、通水孔形成部材52の上面は中子49の底面によって下方に押され、結果的に、通水孔形成部材52は隣接する突出状態の導水溝形成部材51の間に底板43と中子49とに挟まれた状態で設置されることになる。   Then, as shown in FIG. 19B, the core expansion / contraction mechanism is operated to return the core 49 in the contracted form to the steady form. At this time, the upper surface of the water passage hole forming member 52 is pushed downward by the bottom surface of the core 49, and as a result, the water passage hole forming member 52 and the bottom plate 43 are disposed between the adjacent water guide groove forming members 51. It is installed in a state sandwiched between the core 49.

通水孔形成部材52の設置は縮小形態にある中子49を定常形態に戻した後に行うことも可能である。この場合には、図20に示すように、突出状態の導水溝形成部材51の間に存する底板43と中子49との隙間に通水孔形成部材52を押し込めばよい。   The water flow hole forming member 52 can be installed after the core 49 in the reduced form is returned to the steady form. In this case, as shown in FIG. 20, the water passage hole forming member 52 may be pushed into the gap between the bottom plate 43 and the core 49 existing between the protruding water guide groove forming members 51.

通水孔形成部材52を設置した後の型枠40の形態は図15のようになるので、同形態で前妻板45と左側板46と右側板47を閉じ、図示省略の型締め機構を操作して型締めを行い、続いて型枠40内にコンクリートを打設して所期の水路ブロックを形成する。   Since the form of the mold 40 after the water hole forming member 52 is installed is as shown in FIG. 15, the front end plate 45, the left side plate 46, and the right side plate 47 are closed in the same form, and the mold clamping mechanism (not shown) is operated. The mold is then clamped, and then concrete is placed in the mold 40 to form the desired water channel block.

ブロック形成後は、昇降機構を操作して支持台50を下降させ、2個の導水溝形成部材51を水路ブロックC2から抜き出して底板43の各開口43aを介して底板43の上面よりも下方に引き込んで非突出状態とする。そして、中子拡縮機構を操作して定常形態にある中子49を縮小形態にし、前妻板45と左側板46と右側板47を開き、続いて水路ブロックC2を中子49から引き抜くようにして型枠40から取り出す。通水孔形成部材52は水路ブロックC2に埋設されたままとなっているため該通水孔形成部材52は水路ブロックC2と一緒に型枠40から取り出される。   After the block formation, the lifting mechanism is operated to lower the support base 50, and the two water guide groove forming members 51 are extracted from the water channel block C2 and below the upper surface of the bottom plate 43 through the openings 43a of the bottom plate 43. Pull in to make it non-projecting. Then, by operating the core expansion / contraction mechanism, the core 49 in the steady state is reduced, the front end plate 45, the left side plate 46, and the right side plate 47 are opened, and then the water channel block C2 is withdrawn from the core 49. Remove from the mold 40. Since the water passage hole forming member 52 remains embedded in the water channel block C2, the water hole forming member 52 is taken out of the mold 40 together with the water channel block C2.

そして、図21に示すように、取り出した水路ブロックC2の内側から通水孔形成部材52を外側に押圧して該通水孔形成部材52を水路ブロックC2から抜き出す。以上により図13に示した水路ブロックC2が製造される。   Then, as shown in FIG. 21, the water passage hole forming member 52 is pressed outward from the inside of the taken out water channel block C2, and the water hole forming member 52 is extracted from the water channel block C2. Thus, the water channel block C2 shown in FIG. 13 is manufactured.

このように、前述の型枠及び製造方法によれば、水路ブロックC2に導水溝C2cを形成する部材51と通水孔C2dを形成する部材52とを分離して構成することにより、導水溝形成部材51と通水孔形成部材52を別々に水路ブロックC2から抜き出せるので、導水溝形成部材51を水路ブロックC2から抜き出すとき、並びに、通水孔形成部材52を水路ブロックC2から抜き出すときにさほど大きな力を必要としないし、各々の抜き出し時に欠けや割れ等の損傷を水路ブロックC2に与え難い。   Thus, according to the above-mentioned formwork and manufacturing method, by forming the member 51 that forms the water guide groove C2c and the member 52 that forms the water passage C2d in the water channel block C2, the water guide groove is formed. Since the member 51 and the water passage hole forming member 52 can be separately extracted from the water channel block C2, when the water guide groove forming member 51 is extracted from the water channel block C2 and when the water hole forming member 52 is extracted from the water channel block C2, it is not much. A large force is not required, and damage such as chipping or cracking is difficult to be given to the water channel block C2 at the time of each extraction.

また、導水溝形成部材51と通水孔形成部材52とが分離して構成されているので、導水溝形成部材51を高さ寸法が異なるものに変えるか、または、昇降機構の上下移動量を調節して導水溝形成部材51の突出量を変えることによって水路ブロックC2に形成される導水溝C2cの深さを簡単に変更できると共に、通水孔形成部材52を他の形状のものに変えることによって水路ブロックC2に形成される通水孔C2dの幅寸法等を簡単に変更できる。   In addition, since the water guide groove forming member 51 and the water passage hole forming member 52 are configured separately, the water guide groove forming member 51 is changed to one having a different height or the vertical movement amount of the lifting mechanism is changed. By adjusting and changing the protrusion amount of the water guide groove forming member 51, the depth of the water guide groove C2c formed in the water channel block C2 can be easily changed, and the water passage hole forming member 52 is changed to another shape. Thus, the width dimension of the water passage hole C2d formed in the water channel block C2 can be easily changed.

さらに、隣接する突出状態の導水溝形成部材52の間に設置された通水孔形成部材52は底板43と中子49とで挟まれた状態にあるため、設置後の通水孔形成部材52の姿勢を安定に保持することができ、これにより、型枠40内にコンクリートを打設する際等における振動や衝撃等によって通水孔形成部材52に位置ずれを生じることを防止できる。   Furthermore, since the water passage hole forming member 52 installed between adjacent protruding water guide groove forming members 52 is sandwiched between the bottom plate 43 and the core 49, the water passage hole forming member 52 after installation is provided. Thus, it is possible to prevent the water passage hole forming member 52 from being displaced due to vibration, impact, or the like when placing concrete in the mold 40.

尚、前述の実施形態では、通水孔形成部材52を設置する際の左右方向の位置決めを、逆V字形を成す通水孔形成部材52の底面を同形状を成す底板43の上面の幅方向中心部に整合させることによって行うようにしたが、図22に示すように、底板43の上面の幅方向中心部に好ましくは2以上の凸部43bを形成し、該凸部43bに嵌合可能な凹部52bを通水孔形成部材52の底面に形成しておけば、通水孔形成部材52の底面の凹部52bを底板43の上面の凸部43bに嵌め合わせることによって通水孔形成部材52を設置する際の左右方向の位置決めをより的確に行うことができる。勿論、通水孔形成部材52の底面側に凸部を形成し、該凸部に嵌合可能な凹部を底板43の上面側に形成しても、両者の凹凸嵌合によって同様の位置決め作用を得ることができる。また、各通水孔形成部材22を上下両方から押圧することができるので、該各通水孔形成部材22を強固に固定できる。   In the above-described embodiment, the positioning in the left-right direction when installing the water hole forming member 52 is performed in the width direction of the upper surface of the bottom plate 43 having the same shape as the bottom surface of the water hole forming member 52 having an inverted V shape. Although it is performed by aligning with the central portion, as shown in FIG. 22, preferably two or more convex portions 43b are formed in the central portion in the width direction of the upper surface of the bottom plate 43, and can be fitted to the convex portions 43b. If the concave portion 52 b is formed on the bottom surface of the water hole forming member 52, the concave portion 52 b on the bottom surface of the water hole forming member 52 is fitted to the convex portion 43 b on the top surface of the bottom plate 43 to fit the water hole forming member 52. Positioning in the left-right direction when installing can be performed more accurately. Of course, even if a convex portion is formed on the bottom surface side of the water passage hole forming member 52 and a concave portion that can be fitted to the convex portion is formed on the upper surface side of the bottom plate 43, the same positioning action is achieved by fitting both the concave and convex portions. Obtainable. Moreover, since each water-hole forming member 22 can be pressed from both up and down, each water-hole forming member 22 can be firmly fixed.

図示を省略したが、底板43の上面の通水孔形成部材52を設置する位置に通水孔形成部材52の底部を嵌め込むことができる矩形状の浅溝を形成しておき、該浅溝に通水孔形成部材52の底部を嵌め合わせるようにしても同様の位置決め作用を得ることができる。   Although not shown, a rectangular shallow groove capable of fitting the bottom of the water hole forming member 52 is formed at a position where the water hole forming member 52 is installed on the upper surface of the bottom plate 43, and the shallow groove is formed. The same positioning action can be obtained even if the bottom of the water passage hole forming member 52 is fitted together.

また、図23に示すように、支持台50の上面に前後方向に長い1つの導水溝形成部材51’を形成し且つ該導水溝形成部材51’に対応する開口43a’を底板43に形成すると共に、通水孔形成部材52の底面に導水溝形成部材51’が直接嵌合可能な溝部52cを形成しておき、導水溝形成部材51’を底板43の開口43a’から中子49の底面に向かって突出させる前に通水孔形成部材52を底板43と中子49との間に設置しておき、続いて導水溝形成部材51’を底板43の開口43a’から中子49の底面に向かって突出させて該突出部分を通水孔形成部材52の底面の溝部52cに嵌合させるようにしても同様の位置決め作用を得ることができる。しかも、この場合には、通水孔形成部材22を上下両方から押圧することができるので、該通水孔形成部材52をより強固に固定できる作用も得られる。   Further, as shown in FIG. 23, one water guide groove forming member 51 ′ long in the front-rear direction is formed on the upper surface of the support base 50, and an opening 43 a ′ corresponding to the water guide groove forming member 51 ′ is formed in the bottom plate 43. At the same time, a groove portion 52c into which the water guide groove forming member 51 ′ can be directly fitted is formed on the bottom surface of the water passage hole forming member 52, and the water guide groove forming member 51 ′ is connected to the bottom surface of the core 49 from the opening 43a ′ of the bottom plate 43. The water passage hole forming member 52 is installed between the bottom plate 43 and the core 49 before protruding toward the bottom, and then the water guide groove forming member 51 ′ is opened from the opening 43 a ′ of the bottom plate 43 to the bottom surface of the core 49. The same positioning action can be obtained by projecting toward the bottom and fitting the projecting portion into the groove 52c on the bottom surface of the water hole forming member 52. In addition, in this case, since the water passage hole forming member 22 can be pressed from both the upper and lower sides, an effect that the water passage hole forming member 52 can be more firmly fixed is obtained.

さらに、前述の実施形態では、中子支持梁48の後端を後妻板44に固定したものを示したが、図24に示すように、中子支持梁48’をL字形に形成してその縦長部分を台枠41の後端に固定し、該中子支持梁48’の横長部分を後妻板44に形成した挿通孔44aに遊挿した構成を採用してもよい。このような構成を採用すれば、挿通孔44aの内面と中子支持梁48’の外面との隙間を利用して後妻板44を所定角度開くことができるので、水路ブロックC2の後端と後妻板44とが強く密着している場合でも該後妻板44の開動作によって密着を解くことができる。   Further, in the above-described embodiment, the rear end of the core support beam 48 is fixed to the rear end plate 44. However, as shown in FIG. 24, the core support beam 48 'is formed in an L-shape. A configuration in which the vertically long portion is fixed to the rear end of the frame 41 and the horizontally long portion of the core support beam 48 ′ is loosely inserted into an insertion hole 44 a formed in the rear end plate 44 may be adopted. By adopting such a configuration, the rear end plate 44 can be opened at a predetermined angle using the gap between the inner surface of the insertion hole 44a and the outer surface of the core support beam 48 ', so that the rear end and the rear end of the water channel block C2 can be opened. Even when the plate 44 is in close contact with the plate 44, the close contact can be released by opening the rear end plate 44.

さらに、前述の実施形態では、本発明を図13に示した水路ブロックC2を製造するための型枠40に適用した例を示したが、図13に示した水路ブロックC2の流水路C2aの底面側が開放したような形状を備える、所謂、門型の水路ブロックを製造するための型枠に本発明を適用しても前記同様の作用効果を得ることができる。   Furthermore, in the above-mentioned embodiment, although the example which applied this invention to the formwork 40 for manufacturing the water channel block C2 shown in FIG. 13 was shown, the bottom face of the flowing water channel C2a of the water channel block C2 shown in FIG. Even if the present invention is applied to a formwork for manufacturing a so-called portal-type water channel block having a shape that is open on the side, the same effect as described above can be obtained.

本発明の第1実施形態に係る水路ブロックの斜視図である。It is a perspective view of a channel block concerning a 1st embodiment of the present invention. 図1に示した水路ブロックの導水溝を含む平面で破断した縦断面図と、図1に示した水路ブロックの通水孔を含む平面で破断した縦断面図である。It is the longitudinal cross-sectional view fractured | ruptured by the plane containing the water conveyance groove | channel of the water channel block shown in FIG. 1, and the longitudinal cross-sectional view fractured | ruptured by the plane containing the water flow hole of the water channel block shown in FIG. 図1に示した水路ブロックを製造するための型枠の斜視図である。It is a perspective view of the formwork for manufacturing the water channel block shown in FIG. 図3に示した型枠から中子及び中子支持梁を除外した図である。It is the figure which excluded the core and the core support beam from the formwork shown in FIG. 図4において導水溝形成部材を下降させ、且つ、通水孔形成部材を切り離した状態を示す図である。It is a figure which shows the state which lowered the water guide groove formation member in FIG. 4, and cut | disconnected the water flow hole formation member. 図3に示した型枠における支持台及び導水溝形成部材の斜視図である。FIG. 4 is a perspective view of a support base and a water guide groove forming member in the mold shown in FIG. 3. 図3に示した型枠によって図1に示した水路ブロックを製造する方法の説明図である。It is explanatory drawing of the method of manufacturing the water channel block shown in FIG. 1 with the mold shown in FIG. 図3に示した型枠によって図1に示した水路ブロックを製造する方法の説明図である。It is explanatory drawing of the method of manufacturing the water channel block shown in FIG. 1 with the mold shown in FIG. 図3に示した型枠によって図1に示した水路ブロックを製造する方法の説明図である。It is explanatory drawing of the method of manufacturing the water channel block shown in FIG. 1 with the mold shown in FIG. 水路ブロックを製造する際における通水孔形成部材の他の位置決め方法の説明図である。It is explanatory drawing of the other positioning method of the water flow hole formation member in manufacturing a water channel block. 水路ブロックを製造する際における通水孔形成部材のさらに他の位置決め方法の説明図である。It is explanatory drawing of the further another positioning method of the water flow hole formation member in manufacturing a water channel block. 図3に示した型枠の中子支持梁の変形例を示す型枠の部分破断斜視図である。It is a partial fracture perspective view of a formwork which shows a modification of a core support beam of a formwork shown in FIG. 本発明の第2実施形態に係る水路ブロックの斜視図である。It is a perspective view of a waterway block concerning a 2nd embodiment of the present invention. 図13に示した水路ブロックの導水溝を含む平面で破断した縦断面図と、図13に示した水路ブロックの通水孔を含む平面で破断した縦断面図である。It is the longitudinal cross-sectional view fractured | ruptured by the plane containing the water conveyance groove | channel of the water channel block shown in FIG. 13, and the longitudinal cross-sectional view fractured | ruptured by the plane containing the water flow hole of the water channel block shown in FIG. 図13に示した水路ブロックを製造するための型枠の斜視図である。It is a perspective view of the mold for manufacturing the water channel block shown in FIG. 図15に示した型枠から中子及び中子支持梁を除外した図である。It is the figure which excluded the core and the core support beam from the formwork shown in FIG. 図16において導水溝形成部材を下降させ、且つ、通水孔形成部材を切り離した状態を示す図である。It is a figure which shows the state which lowered the water conveyance groove formation member in FIG. 16, and cut | disconnected the water flow hole formation member. 図15に示した型枠における支持台及び導水溝形成部材の斜視図である。FIG. 16 is a perspective view of a support base and a water guide groove forming member in the mold shown in FIG. 15. 図15に示した型枠によって図13に示した水路ブロックを製造する方法の説明図である。It is explanatory drawing of the method of manufacturing the water channel block shown in FIG. 13 with the formwork shown in FIG. 図15に示した型枠によって図13に示した水路ブロックを製造する方法の説明図である。It is explanatory drawing of the method of manufacturing the water channel block shown in FIG. 13 with the formwork shown in FIG. 図15に示した型枠によって図13に示した水路ブロックを製造する方法の説明図である。It is explanatory drawing of the method of manufacturing the water channel block shown in FIG. 13 with the formwork shown in FIG. 水路ブロックを製造する際における通水孔形成部材の他の位置決め方法の説明図である。It is explanatory drawing of the other positioning method of the water flow hole formation member in manufacturing a water channel block. 水路ブロックを製造する際における通水孔形成部材のさらに他の位置決め方法の説明図である。It is explanatory drawing of the further another positioning method of the water flow hole formation member in manufacturing a water channel block. 図15に示した型枠の中子支持梁の変形例を示す型枠の部分破断斜視図である。FIG. 16 is a partially broken perspective view of a mold showing a modification of the core support beam of the mold shown in FIG. 15.

符号の説明Explanation of symbols

C1…型枠、C1a…流水路、C1b…上面、C1c…導水溝、C1d…通水孔、10…型枠、11…台枠、13…底板、13a…開口、14…後妻板、15…前妻板、16…左側板、17…右側板、19…中子、20…支持台、21…導水溝形成部材、22…通水孔形成部材、C2…型枠、C2a…流水路、C2b…上面、C2c…導水溝、C2d…通水孔、40…型枠、41…台枠、43…底板、43a…開口、44…後妻板、45…前妻板、46…左側板、47…右側板、49…中子、50…支持台、51…導水溝形成部材、52…通水孔形成部材。   C1 ... Formwork, C1a ... Flow channel, C1b ... Top surface, C1c ... Water guide groove, C1d ... Water passage hole, 10 ... Formwork, 11 ... Base frame, 13 ... Bottom plate, 13a ... Opening, 14 ... Rear end plate, 15 ... Front end plate, 16 ... left side plate, 17 ... right side plate, 19 ... core, 20 ... support base, 21 ... water guide groove forming member, 22 ... water passage hole forming member, C2 ... formwork, C2a ... flow channel, C2b ... Upper surface, C2c: Water guide groove, C2d: Water passage hole, 40: Formwork, 41 ... Base frame, 43 ... Bottom plate, 43a ... Opening, 44 ... Rear end plate, 45 ... Front end plate, 46 ... Left side plate, 47 ... Right side plate , 49... Core, 50... Support, 51. Water guide groove forming member, 52.

Claims (2)

台枠と、台枠上に設けられた底板と、台枠に開閉自在に設けられた前妻板及び後妻板と、台枠に開閉自在に設けられた左側板及び右側板と、閉じられた前妻板及び後妻板に挟まれる流水路形成用の中子とを備えた水路ブロック製造用の型枠であって、
底板の中子と向き合う部分に前後方向に間隔をおいて形成された複数の開口それぞれから中子に向かって該中子と非接触で突出可能であり、突出状態で水路ブロックの上面に導水溝を形成し得る複数の導水溝形成部材と、
隣接する突出状態の導水溝形成部材の間に底板と中子とに挟まれた状態で設置可能であり、設置状態で水路ブロックの上面の導水溝間に流水路に至る通水孔を形成し得る通水孔形成部材とを備える、
ことを特徴とする水路ブロック製造用型枠。
A base frame, a bottom plate provided on the base frame, front and rear end plates provided openably and closably on the base frame, left and right side plates provided openably and closably on the base frame, and a closed front wife A formwork for manufacturing a waterway block provided with a core for forming a waterway that is sandwiched between a plate and a rear end plate,
A plurality of openings formed at intervals in the front-rear direction at a portion facing the core of the bottom plate can protrude toward the core in a non-contact manner, and in the protruding state, a water guide groove is formed on the upper surface of the water channel block. A plurality of water guide groove forming members capable of forming
It can be installed in the state where it is sandwiched between the bottom plate and the core between adjacent protruding water guide groove forming members, and in the installed state, a water passage leading to the flow channel is formed between the water guide grooves on the upper surface of the water channel block. A water hole forming member to be obtained,
A form for manufacturing a water channel block.
台枠と、台枠上に設けられた底板と、台枠に開閉自在に設けられた前妻板及び後妻板と、台枠に開閉自在に設けられた左側板及び右側板と、閉じられた前妻板及び後妻板に挟まれる流水路形成用の中子とを備えた型枠を用いて水路ブロックを製造する方法であって、
底板の中子と向き合う部分に前後方向に間隔をおいて形成された複数の開口それぞれから中子に向かって該中子と非接触で複数の導水溝形成部材を突出させ、
隣接する突出状態の導水溝形成部材の間に底板と中子とに挟まれた状態で通水孔形成部材を設置し、
前妻板,後妻板,左側板及び右側板を閉じた後に型枠内にコンクリートを打設して水路ブロックを形成し、
各導水溝形成部材を水路ブロックから抜き出して非突出状態とし前妻板,後妻板,左側板及び右側板を開いた後に複数の導水溝が形成され且つ通水孔形成部材が埋設された水路ブロックを型枠から取り出し、
取り出した水路ブロックから通水孔形成部材を抜き出す、
ことを特徴とする水路ブロック製造方法。
A base frame, a bottom plate provided on the base frame, front and rear end plates provided openably and closably on the base frame, left and right side plates provided openably and closably on the base frame, and a closed front wife A method for producing a water channel block using a mold having a flow channel forming core sandwiched between a plate and a rear plate,
Projecting a plurality of water guide groove forming members in a non-contacting manner with respect to the core from each of a plurality of openings formed at intervals in the front-rear direction at a portion facing the core of the bottom plate;
A water passage hole forming member is installed in a state sandwiched between a bottom plate and a core between adjacent water guide groove forming members in a protruding state,
After closing the front end plate, rear end plate, left side plate and right side plate, concrete is placed in the mold to form a channel block,
A water channel block in which a plurality of water guide grooves are formed and water passage hole forming members are embedded after each water guide groove forming member is pulled out from the water channel block to be in a non-projecting state and the front end plate, rear end plate, left side plate and right side plate are opened. Take it out of the formwork,
Pull out the water passage hole forming member from the extracted water channel block,
A method for manufacturing a water channel block.
JP2005037991A 2005-02-15 2005-02-15 Form for manufacturing canal block and method for manufacturing canal block Expired - Fee Related JP4609999B2 (en)

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