JP2013119207A - Precast concrete block manufacturing form - Google Patents

Precast concrete block manufacturing form Download PDF

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JP2013119207A
JP2013119207A JP2011268113A JP2011268113A JP2013119207A JP 2013119207 A JP2013119207 A JP 2013119207A JP 2011268113 A JP2011268113 A JP 2011268113A JP 2011268113 A JP2011268113 A JP 2011268113A JP 2013119207 A JP2013119207 A JP 2013119207A
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formwork
concrete block
precast concrete
formwork member
peripheral surface
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Naoki Shimomura
直己 下村
Yasunori Hara
裕宜 原
Noriaki Yoshiho
範明 吉保
Hiroto Suminaga
寛人 住永
Daiki Yamamuro
大軌 山室
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Penta Ocean Construction Co Ltd
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Penta Ocean Construction Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a precast concrete block manufacturing form capable of manufacturing, even a large concrete block with excellent work efficiency and at low cost by using a paper-made frame member.SOLUTION: The precast concrete block manufacturing form includes a vertical cylindrical periphery form member 11 forming a rising outer circumferential face of a precast concrete block to be manufactured, and a bottom frame member 12 fittedly provided to an inner bottom thereof. The periphery form member 11 is configured with a cylindrically formed paper material, and the bottom frame member 12 is configured with a metal material having a shape of forming an end face of a desired shape of the precast concrete block to be manufactured.

Description

本発明は、例えば海洋構造物を支持する杭上端に設置する杭頭ブロック等のコンクリートブロックを製造するためのプレキャストコンクリートブロック製造型枠に関する。   The present invention relates to a precast concrete block manufacturing form for manufacturing a concrete block such as a pile head block installed at an upper end of a pile that supports an offshore structure, for example.

一般に海洋構造物を構成するプレキャストコンクリートブロックの製造に使用する型枠は、製造しようとするブロックの外形を複数分割した形状の鋼製型枠部材を使用し、これらを組み合わせて型枠を組み立て、その内部にコンクリートを充填することによって製造されていた(例えば特許文献1)。   In general, the formwork used for the production of precast concrete blocks that make up offshore structures uses steel formwork members with a shape that divides the outer shape of the block to be produced, and assembles the formwork by combining them. It was manufactured by filling the inside with concrete (for example, Patent Document 1).

また、従来、型枠材料として防水処理を施した紙材が使用されており、ボイド部材や場所打ちコンクリート用の円柱型枠として紙製の円筒状材が使用されている(例えば特許文献2,3,4)。   Conventionally, a paper material subjected to waterproof treatment is used as a formwork material, and a paper cylindrical material is used as a columnar formwork for a void member or cast-in-place concrete (for example, Patent Document 2). 3, 4).

特開平6−312416号公報JP-A-6-31416 特開平10−219997号公報Japanese Patent Laid-Open No. 10-219997 特開2002−180661号公報JP 2002-180661 A 特開2002−349062号公報JP 2002-349062 A

しかしながら、上述の如き従来の技術の内、鋼製型枠部材を使用するプレキャストコンクリートブロック製造型枠は、多回数の再使用が可能であるため、例えば、消波ブロックのように大量に製造するものについては好適であるが、少数しか製造しない特殊な用途のブロックについては、型枠製造コストの占める割合が高くなり、コスト的に不利であるという問題があった。   However, among the conventional techniques as described above, the precast concrete block manufacturing formwork using the steel formwork member can be reused many times. For example, the precast concrete block manufacturing formwork is manufactured in a large amount like a wave-dissipating block. Although it is suitable for the block, there is a problem in that the block for the special use that is manufactured only in a small number is disadvantageous in terms of cost because the ratio of the mold manufacturing cost becomes high.

また、紙製の型枠は、繰り返し使用しない場合であっても、それ自体が低コストで製造できるという利点がある。このため従来から使用されているものであるが、主として建築構造物の場所打ちコンクリートの成形型枠やボイド材として使用されていたものであり、特に重量が数百キログラム〜数トンの大型のコンクリートブロックの製造に際し、全ての面を形成させるようにするには不向きであるという問題があった。   In addition, the paper mold has an advantage that it can be manufactured at low cost even when it is not used repeatedly. For this reason, it has been used in the past, but it was mainly used as a formwork and void material for cast-in-place concrete for building structures, especially large concrete with a weight of several hundred kilograms to several tons. When manufacturing the block, there is a problem that it is not suitable for forming all the surfaces.

本発明は、このような従来の状況に鑑み、大型のコンクリートブロックであっても紙製の型枠用部材を使用して、作業性良く、低コストで製造ができるプレキャストコンクリートブロック製造型枠の提供を目的としてなされたものである。   In view of such a conventional situation, the present invention is a precast concrete block manufacturing formwork that can be manufactured with good workability and low cost using a paper formwork member even for a large concrete block. It was made for the purpose of provision.

上述の如き従来の問題を解決し、所期の目的を達成するための請求項1に記載の発明の特徴は、製造しようとするプレキャストコンクリートブロックの立ち上がり外周面を成形する縦向き筒状をした周面型枠用部材と、該周面型枠用部材の内底部に嵌め合わせて設置した底面型枠用部材とを備え、前記周面型枠用部材は筒状に形成された紙材をもって構成させ、前記底面型枠用部材は、前記プレキャストコンクリートブロックの所望形状の端面が成形される形状をした金属材をもって構成させたことを特徴としてなるプレキャストコンクリートブロック製造型枠にある。   The feature of the invention described in claim 1 for solving the conventional problems as described above and achieving the intended purpose is a vertically-oriented cylindrical shape for forming a rising outer peripheral surface of a precast concrete block to be manufactured. A peripheral formwork member, and a bottom formwork member fitted and installed on an inner bottom portion of the peripheral formwork member, the peripheral formwork member having a paper material formed in a cylindrical shape. The bottom formwork member is configured as a precast concrete block manufacturing formwork characterized in that the bottom formwork member is formed of a metal material having a shape in which an end face of a desired shape of the precast concrete block is formed.

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記底面型枠用部材は、型枠支持床上に支持されて自立する支持枠の上側に固定され、該底面型枠用部材の外周に前記筒状の周面型枠用部材を嵌め合わせてその下端を前記型枠支持床上に支持させることにより立設したことにある。   According to a second aspect of the present invention, in addition to the structure of the first aspect, the bottom formwork member is fixed on an upper side of a support frame that is supported on a formwork support floor and is self-supporting. The cylindrical peripheral surface formwork member is fitted on the outer periphery of the member and the lower end thereof is supported on the formwork support floor.

請求項3に記載の発明の特徴は、請求項1又は2の構成に加え、前記周面型枠用部材の外周面に複数の縦バタを所望の間隔を隔てて沿わせ、該縦バタの外側を巻き締め具により締め付けることにより該周面型枠用部材を補強したことにある。   According to a third aspect of the present invention, in addition to the configuration of the first or second aspect, a plurality of vertical butterflies are arranged along the outer peripheral surface of the peripheral surface formwork member at a desired interval. That is, the peripheral formwork member is reinforced by tightening the outside with a tightening tool.

本発明に係るプレキャストコンクリートブロック製造型枠においては、製造しようとするプレキャストコンクリートブロックの立ち上がり外周面を成形する縦向き筒状をした周面型枠用部材と、該周面型枠用部材の内底部に嵌め合わせて設置した底面型枠用部材とを備え、前記周面型枠用部材は筒状に形成された紙材をもって構成させ、前記底面型枠用部材は、前記プレキャストコンクリートブロックの所望形状の端面が成形される形状をした金属材をもって構成させたことにより、周面型枠用部材が、金属材に比べてはるかに廉価な紙材であるため、1回ごとの使い捨てとしたとしても全体に金属材を使用する場合に比べコストを低く抑えることができ、また、金属材の使用箇所を、形状が複雑で重量の多く掛かる底面型枠用部材のみとすることによって型枠製造費が削減でき、しかも底面型枠用部材は再使用が可能であるため、使用回数が少ない場合であっても、低コストでコンクリートブロックの製造が可能となる。   In the precast concrete block manufacturing form according to the present invention, a peripheral surface formwork member having a vertically-oriented cylindrical shape for forming the rising outer peripheral surface of the precast concrete block to be manufactured, and the peripheral surface formwork member A bottom formwork member fitted to the bottom, and the peripheral formwork member is made of a paper material formed in a cylindrical shape, and the bottom formwork member is desired for the precast concrete block. Since the peripheral surface formwork member is a much cheaper paper material than the metal material because it is configured with a metal material shaped so that the end face of the shape is molded, it is assumed that it is disposable once each time However, the cost can be reduced compared to the case of using metal material as a whole, and the metal material is used only for the bottom formwork member, which has a complicated shape and a heavy weight. It reduces the mold manufacturing costs by, and since the bottom formwork member can be re-used, even when using the small number, it is possible to manufacture the concrete blocks at low cost.

また、本発明において、前記底面型枠用部材は、型枠支持床上に支持されて自立する支持枠の上側に固定され、該底面型枠用部材の外周に前記筒状の周面型枠用部材を嵌め合わせてその下端を前記型枠支持床上に支持させることにより立設することにより、周面型枠用部材の組み付けが容易となり、特別の機材を使用せずに少ない労力で型枠の組み立てが可能となる。   Further, in the present invention, the bottom formwork member is fixed on the upper side of a support frame that is supported on a formwork support floor and is self-supporting, and the bottom surface formwork member is arranged on the outer periphery of the bottom formwork member. By fitting the members and supporting the lower end on the formwork support floor, the assembly of the peripheral formwork members becomes easy, and the formwork can be assembled with little effort without using special equipment. Assembly becomes possible.

本発明において、前記周面型枠用部材の外周面に縦バタを所望の間隔を隔てて沿わせ、該縦バタの外側を巻き締め具により締め付けることにより該周面型枠用部材を補強することにより、簡単な構造での型枠補強が可能となり、コストを削減できる。   In the present invention, the peripheral formwork member is reinforced by causing vertical flaps to follow the outer peripheral surface of the peripheral formwork member at a desired interval and tightening the outer side of the vertical flap with a winding fastener. As a result, the formwork can be reinforced with a simple structure, and the cost can be reduced.

本発明に係るプレキャストコンクリートブロック製造型枠の一例を示す縦断面図である。It is a longitudinal cross-sectional view which shows an example of the precast concrete block manufacturing formwork which concerns on this invention. 同上の平面図である。It is a top view same as the above. (a)〜(e)は、図1に示す型枠の組み立てからコンクリート打設後の脱型に至る工程の一例を示す説明図である。(A)-(e) is explanatory drawing which shows an example of the process from the assembly of a mold shown in FIG. 1 to the demolding after concrete placement. 図1に示す型枠により製造されるブロックの使用例を示す縦断面図である。It is a longitudinal cross-sectional view which shows the usage example of the block manufactured by the mold shown in FIG.

次に、本発明に係るプレキャストコンクリートブロック製造型枠の実施の形態を図面に示した実施例に基づいて説明する。図1は本発明に係る型枠の概略を示しており、この型枠によって製造されるコンクリートブロックは、図4に示す杭式消波構造物の沖側の杭頭部に設置するブロック(杭頭ブロック)Aを製造するものである。   Next, an embodiment of a precast concrete block manufacturing form according to the present invention will be described based on the examples shown in the drawings. FIG. 1 shows an outline of a formwork according to the present invention, and a concrete block manufactured by this formwork is a block (pile pile) installed on a pile head on the offshore side of a pile-type wave breaking structure shown in FIG. Head block) A is manufactured.

このブロックAは、杭1に支持させた消波構造体2の杭貫通孔3の開口部を閉鎖するためのものであり、上面4が消波構造体2の前面上縁部の傾斜に合わせた傾斜面部4aとこれに連続した平面部4bとから構成されている。   This block A is for closing the opening of the pile through-hole 3 of the wave-dissipating structure 2 supported by the pile 1, and the upper surface 4 is aligned with the inclination of the upper edge of the front surface of the wave-dissipating structure 2. It is comprised from the inclined surface part 4a and the plane part 4b which followed this.

また、ブロックAは、ブロックAが杭貫通孔3に挿入された際に、立ち上がり外周面5と杭貫通孔3の内周面との間にモルタル充填隙間6が形成される大きさの円柱形となっている。更に、ブロックAの底面7には杭上端開口部閉鎖用モルタル8内に埋め込まれる連結用鉄筋9が突設されている。   Further, the block A has a cylindrical shape in which the mortar filling gap 6 is formed between the rising outer peripheral surface 5 and the inner peripheral surface of the pile through hole 3 when the block A is inserted into the pile through hole 3. It has become. Further, a connecting rebar 9 embedded in the mortar 8 for closing the upper end of the pile is protruded from the bottom surface 7 of the block A.

このブロックAを製造するための図1に示す型枠は、同ブロックAを逆さ、即ち底面7を上向きにして成形するようにしており、ブロックAの立ち上がり外周面5を成形する縦向き筒状をした周面型枠用部材11と、その内底部に嵌め合わせて設置した底面型枠用部材12とを備えている。   The mold shown in FIG. 1 for manufacturing the block A is formed so that the block A is inverted, that is, with the bottom surface 7 facing upward, and a vertical cylindrical shape that molds the rising outer peripheral surface 5 of the block A. The peripheral surface formwork member 11 and the bottom surface formwork member 12 fitted and installed on the inner bottom portion thereof are provided.

周面型枠用部材11は、筒状に形成された紙材をもって構成されている。この紙材としては、型枠としての表面平滑度、強度、防水性等の性能を具備した市販の型枠用紙材を使用している。
底面型枠用部材12は、ブロックAの所望形状の端面、即ち平面が円形であり、前述したブロックAの上面4の傾斜面部4aと水平面部4bとを成形する傾斜部12aと、水平部12bとからなる金属材をもって構成されている。この金属材としては、通常金属製型枠に使用されている材料である鋼材が使用できる。
The peripheral formwork member 11 is composed of a paper material formed in a cylindrical shape. As this paper material, a commercially available formwork paper material having performances such as surface smoothness, strength and waterproofness as a formwork is used.
The bottom formwork member 12 has an end surface of a desired shape of the block A, that is, a flat surface, and has a circular portion, an inclined portion 12a for forming the inclined surface portion 4a and the horizontal surface portion 4b of the upper surface 4 of the block A, and a horizontal portion 12b. It is comprised with the metal material which consists of. As this metal material, a steel material which is a material usually used for metal molds can be used.

底面型枠用部材12は、下面が支持枠13をもって支持されている。支持枠13は、断面L字状の鋼材14を組み立てて構成されており、作業現場の平坦な型枠支持床15上に自立し、底面型枠用部材12にかかる全荷重が支持できる強度に形成されているとともに、底面型枠用部材12の外側に張り出す部分がない大きさに形成されている。   The bottom surface mold member 12 is supported by a support frame 13 on the lower surface. The support frame 13 is configured by assembling a steel material 14 having an L-shaped cross section, is self-supporting on a flat formwork support floor 15 at a work site, and is strong enough to support all loads applied to the bottom formwork member 12. In addition to being formed, the bottom mold member 12 is formed in such a size that there is no portion protruding outside.

周面型枠用部材11は、所望の長さに切断した円筒体であって、底面型枠用部材12の外側に嵌合され、その下端が型枠支持床15上に支持させて立設されるようになっている。   The peripheral surface formwork member 11 is a cylindrical body cut to a desired length, and is fitted to the outside of the bottom face formwork member 12, with its lower end supported on the formwork support floor 15 and erected. It has come to be.

周面型枠用部材11の外周には、その円周方向に間隔を隔てて複数の縦バタ16,16...が縦向きに沿わされており、それら縦バタ16,16...の外周が巻き締め具17によって締め付けられるようになっており、これによって周面型枠用部材11の外側を補強している。   On the outer periphery of the peripheral surface formwork member 11, a plurality of vertical flaps 16, 16... Are vertically arranged at intervals in the circumferential direction. The outer periphery is tightened by a winding fastener 17, thereby reinforcing the outside of the peripheral surface formwork member 11.

縦バタ16は、一例として木製の角材が使用されている。また、巻き締め具17には、一例として金属製の帯状材からなるバンドが使用されている。巻き締め具17は、その両端に、これを直角に折り曲げた形状の折り曲げ片17a,17aが形成されており、巻き締め具17を縦バタ16,16...の外周に巻き掛けた状態で両折り曲げ片17a,17a間を、締め付け用ボルト18により互いに引き寄せる方向に締め付けることによって、縦バタ16及び巻き締め具17が装着されるようになっている。
尚、巻き締め具17は、金属製のバンドの他、合成樹脂製の帯状材や金属製の線状材であってもよく、縦バタ16,16......の外周に巻き掛けて所望の締め付け力が保持できるものであればよい。
As an example, the vertical flap 16 is made of wooden squarewood. In addition, a band made of a metal band-like material is used for the winding fastener 17 as an example. The winding fastener 17 is formed with bent pieces 17a, 17a, which are bent at right angles, at both ends, and the winding fastener 17 is wound around the outer periphery of the vertical flaps 16, 16,. The vertical butterfly 16 and the winding fastener 17 are mounted by tightening the bent pieces 17a, 17a in the direction of pulling them together with the tightening bolts 18.
The winding fastener 17 may be a band made of synthetic resin or a metal linear material in addition to a metal band, and is wound around the outer periphery of the vertical flaps 16, 16,. Any desired fastening force can be used.

周面型枠用部材11と底面型枠用部材12の傾斜部12aとの間には、上下複数段配置にセパレータ20,20...が設置されている。これはコンクリート打設時に大きな荷重が作用する周面型枠用部材11と底面型枠用部材12間を補強するものであり、型枠のセパレータとして通常使用されているものと同様の棒状材21と、その両端を周面型枠用部材11と底面型枠用部材12の傾斜部12aとに固定する固定具22,22とから構成され、固定具22は、脱型時にコンクリート表面に埋め戻し穴を残した状態で取り外しができる構造のものを使用している。   Between the peripheral surface formwork member 11 and the inclined portion 12a of the bottom face formwork member 12, separators 20, 20,... This reinforces between the peripheral surface formwork member 11 and the bottom surface formwork member 12 to which a large load acts when placing concrete, and is the same rod-shaped material 21 as is normally used as a separator for the formwork. And fixtures 22 and 22 for fixing both ends thereof to the peripheral surface formwork member 11 and the inclined portion 12a of the bottom face formwork member 12, and the fixtures 22 are refilled on the concrete surface during demolding. It uses a structure that can be removed while leaving a hole.

本実施例における底面型枠用部材12は、前述したブロックAの上面4の傾斜面部4aを形成するものであるため、型枠内に打設されるコンクリート荷重を大きく受ける部分であり、しかもこれが傾斜面であるため、コンクリート打設時に傾斜部12aと周面型枠用部材11との間に開き方向の分力が作用するが、セパレータ20,20......の存在によって補強され、型枠の変形が防止される。   Since the bottom formwork member 12 in the present embodiment forms the inclined surface portion 4a of the upper surface 4 of the block A described above, it is a part that receives a large amount of concrete load placed in the formwork, and this Since it is an inclined surface, a component force in the opening direction acts between the inclined portion 12a and the circumferential surface formwork member 11 when placing concrete, but it is reinforced by the presence of the separators 20, 20,. The deformation of the formwork is prevented.

このように構成される型枠の組み立て及びこれを使用したブロックAの製造に際しては、図3(a)に示すように、支持枠13に支持させた底面型枠用部材12を型枠支持床15上に置き、同図3(b)に示すように、底面型枠用部材12の外周に筒状の周面型枠用部材11を上側から被せるようにして嵌め合わせ、その底面型枠用部材12の下端を型枠支持床15上に支持させて立設する。   In assembling the thus configured mold and manufacturing the block A using the same, as shown in FIG. 3A, the bottom mold member 12 supported by the support frame 13 is used as the mold support floor. 3, and fitted onto the outer periphery of the bottom mold member 12 so as to cover the cylindrical peripheral mold member 11 from above, as shown in FIG. The lower end of the member 12 is erected while being supported on the formwork support floor 15.

しかる後、同図3(c)に示すようにブロックAを構成する鉄筋籠25を周面型枠用部材11内に挿入し、必要なスペーサ(図示せず)を使用して底面型枠用部材12と周面型枠用部材11とによって形成されたコンクリート打設空間内に収容する。   Thereafter, as shown in FIG. 3 (c), the reinforcing bar 25 constituting the block A is inserted into the peripheral formwork member 11, and a necessary spacer (not shown) is used for the bottom formwork. It is accommodated in a concrete placement space formed by the member 12 and the peripheral formwork member 11.

鉄筋籠25の設置は、周面型枠用部材11の装着前に、底面型枠用部材12上に載置するようにしても良い。   The reinforcing bar 25 may be placed on the bottom formwork member 12 before the circumferential formwork member 11 is mounted.

このようにコンクリート打設空間内に鉄筋籠25を設置するとともに、前述したセパレータ20,20...を予め設定された設置箇所に設置する。   In this way, the reinforcing bar 25 is installed in the concrete placing space, and the separators 20, 20... Described above are installed at preset installation locations.

次いで、同図3(d)に示すように周面型枠用部材11の外側に所要数の縦バタ16、16...を沿わせ、締め付け具17を巻き掛けて固定し、型枠の組み立て及び鉄筋籠25の設置を完了させた後、周面型枠用部材11の上側開口部からコンクリートを充填し、所定の高さまで充填した後、その上面、即ちブロックAの底面を鏝仕上げし、コンクリートの充填を終了する。   Next, as shown in FIG. 3 (d), the required number of vertical flaps 16, 16,... Are placed on the outer side of the peripheral formwork member 11, and the fastening tool 17 is wound around and fixed. After the assembly and installation of the reinforcing bar 25 are completed, the concrete is filled from the upper opening of the circumferential surface formwork member 11 and filled to a predetermined height, and then the upper surface thereof, that is, the bottom surface of the block A is finished. Finish the concrete filling.

コンクリート充填終了後、所定の養生時間おいた後、同図3(e)に示すように脱型する。脱型は、巻き締め具17を取り外して縦バタ16を撤去し、前述したセパレータ20の固定具22を取り外し、周面型枠用部材11を取り外す。この周面型枠用部材11の取り外しは、その円筒形を崩すことなく上側に抜き取って、可能な際には再使用するが、再使用ができない程品質が劣化している場合には、切り取って剥離する。   After filling the concrete, after a predetermined curing time, the mold is removed as shown in FIG. For removal from the mold, the winding fastener 17 is removed, the vertical flap 16 is removed, the fixing tool 22 of the separator 20 is removed, and the peripheral surface formwork member 11 is removed. The peripheral formwork member 11 can be removed by pulling it upward without breaking its cylindrical shape and reusing it when possible, but if the quality has deteriorated so that it cannot be reused, cut it off. And peel off.

このように周面型枠用部材11を撤去した後、ブロックAの上下の向きを杭頭部に設置する向きとなるように反転させる。   After removing the peripheral surface formwork member 11 in this way, the vertical direction of the block A is reversed so as to be the direction of installation on the pile head.

上述した構成の型枠を使用したブロックAの製造は、ブロックAの上下を逆向きにして制作することとし、且つブロックAの傾斜面部4aを含む上面側を金属製の底面型枠用部材にて形成させるようにしたことによって、形状が特殊で、しかも消波構造物の表面部分を構成することとなるブロックAの上端側を、高品質なものとすることとが容易となり、しかも傾斜面部4aを含む上側面を、仕上げ作業を要することなく、緻密かつ綺麗で、高精度な面に形成することが容易となる。   The manufacture of the block A using the formwork having the above-described configuration is to produce the block A upside down, and the upper surface side including the inclined surface portion 4a of the block A is a metal bottom formwork member. It is easy to make the upper end side of the block A that has a special shape and constitutes the surface portion of the wave-dissipating structure with high quality, and has an inclined surface portion. It becomes easy to form the upper side surface including 4a on a precise, clean and highly accurate surface without requiring a finishing operation.

尚、上述の実施例では、底面型枠用部材によって成形されるブロック端部形状を円柱頂部の傾斜面とした例について説明したが、この他、必要に応じて各種のブロック端部形状に合わせた形状の底面型枠用部材が使用できる。   In the above-described embodiment, the example in which the block end shape formed by the bottom formwork member is the inclined surface of the top of the cylinder has been described, but in addition to this, according to various block end shapes as necessary. Can be used.

また、上述の実施例では、周面型枠用部材が円筒の場合を示しているが、この他、三角、四角その他の多角形や不規則形状の筒状であってもよい。   Further, in the above-described embodiments, the case where the peripheral surface formwork member is a cylinder is shown, but in addition to this, a triangular shape, a square shape, other polygonal shapes, or an irregularly shaped cylindrical shape may be used.

A ブロック
1 杭
2 消波構造体
3 杭貫通孔
4 上面
4a 傾斜面部
4b 平面部
5 立ち上がり外周面
6 モルタル充填隙間
7 底面
8 杭上端開口部閉鎖用モルタル
9 連結用鉄筋
11 周面型枠用部材
12 底面型枠用部材
12a 傾斜部
12b 水平部
13 支持枠
14 鋼材
15 型枠支持床
16 縦バタ
17 巻き締め具
17a 折り曲げ片
18 締め付け用ボルト
20 セパレータ
21 棒状材
22 固定具
25 鉄筋籠
A block 1 pile 2 wave-dissipating structure 3 pile through-hole 4 upper surface 4a inclined surface portion 4b flat surface portion 5 rising outer peripheral surface 6 mortar filling gap 7 bottom surface 8 pile top opening closing mortar 9 connecting rebar 11 peripheral surface frame member DESCRIPTION OF SYMBOLS 12 Bottom formwork member 12a Inclined part 12b Horizontal part 13 Support frame 14 Steel material 15 Formwork support floor 16 Vertical flap 17 Winding fastener 17a Bending piece 18 Tightening bolt 20 Separator 21 Rod material 22 Fixing tool 25 Reinforcing rod

Claims (3)

製造しようとするプレキャストコンクリートブロックの立ち上がり外周面を成形する縦向き筒状をした周面型枠用部材と、該周面型枠用部材の内底部に嵌め合わせて設置した底面型枠用部材とを備え、
前記周面型枠用部材は筒状に形成された紙材をもって構成させ、前記底面型枠用部材は、前記プレキャストコンクリートブロックの所望形状の端面が成形される形状をした金属材をもって構成させたことを特徴としてなるプレキャストコンクリートブロック製造型枠。
A member for a peripheral surface formwork that has a vertical cylindrical shape for forming a rising outer peripheral surface of a precast concrete block to be manufactured, and a bottom surface formwork member that is fitted and installed on the inner bottom of the peripheral surface formwork member With
The peripheral surface formwork member is configured with a paper material formed in a cylindrical shape, and the bottom surface formwork member is configured with a metal material having a shape in which an end surface of a desired shape of the precast concrete block is formed. Precast concrete block manufacturing formwork characterized by that.
前記底面型枠用部材は、型枠支持床上に支持されて自立する支持枠の上側に固定され、該底面型枠用部材の外周に前記筒状の周面型枠用部材を嵌め合わせてその下端を前記型枠支持床上に支持させることにより立設してなる請求項1に記載のプレキャストコンクリートブロック製造型枠。   The bottom surface formwork member is fixed on the upper side of a support frame that is supported on a formwork support floor and is self-supporting, and the cylindrical peripheral surface formwork member is fitted on the outer periphery of the bottom surface formwork member. The precast concrete block manufacturing formwork according to claim 1, wherein the formwork is erected by supporting a lower end on the formwork support floor. 前記周面型枠用部材の外周面に縦バタを所望の間隔を隔てて沿わせ、該縦バタの外側を巻き締め具により締め付けることにより該周面型枠用部材を補強した請求項1又は2に記載のプレキャストコンクリートブロック製造型枠。   2. The circumferential formwork member is reinforced by causing vertical flaps to follow the outer peripheral surface of the circumferential formwork member at a desired interval and tightening the outside of the vertical form with a tightening tool. The precast concrete block manufacturing form described in 2.
JP2011268113A 2011-12-07 2011-12-07 Precast concrete block manufacturing form Pending JP2013119207A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011268113A JP2013119207A (en) 2011-12-07 2011-12-07 Precast concrete block manufacturing form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011268113A JP2013119207A (en) 2011-12-07 2011-12-07 Precast concrete block manufacturing form

Publications (1)

Publication Number Publication Date
JP2013119207A true JP2013119207A (en) 2013-06-17

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109866304A (en) * 2019-03-20 2019-06-11 江苏正工机械制造有限公司 PC prefabricated components production line and its fixed die station

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109866304A (en) * 2019-03-20 2019-06-11 江苏正工机械制造有限公司 PC prefabricated components production line and its fixed die station

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