JP3803987B2 - Concrete formwork for reef formation - Google Patents

Concrete formwork for reef formation Download PDF

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Publication number
JP3803987B2
JP3803987B2 JP08698397A JP8698397A JP3803987B2 JP 3803987 B2 JP3803987 B2 JP 3803987B2 JP 08698397 A JP08698397 A JP 08698397A JP 8698397 A JP8698397 A JP 8698397A JP 3803987 B2 JP3803987 B2 JP 3803987B2
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frame
plate
concrete
upper frame
reef
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JPH10276610A (en
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洋 亀川
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株式会社亀川組
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

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  • Moulds, Cores, Or Mandrels (AREA)
  • Artificial Fish Reefs (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、海中に沈めて魚介類の生育環境を人工的に造り出すために利用されるコンクリート製魚礁の製造技術に関する。
【0002】
【従来の技術】
コンクリート製の魚礁にはいろいろな形態があるが、シンプルで運搬しやすく、海中では潮の流れをうまくコントロールして魚介類が生息しやすい条件を満足するといった点においては、立方体骨組み構造が高い評価を受けている。
前記立方体骨組み構造の魚礁は、四辺形に組まれた上枠と下枠、及びそれら上枠と下枠とにおける各対応する角部同士を連結する支柱とで構成され、上下各枠の内法面における直角に交わる角部が、その直角に交わる両面に対して互いに45度づつ傾斜した垂直面により連続される共に、上下各枠と支柱とが直角に交わる内法面の角部が、その直角に交わる両面に対して互いに45度づつ傾斜した斜面により連続され、更に、前記垂直面と斜面とを正三角形の面で連続するよう形成されたものが奨励されている。
そのような魚礁は、製品形状に合致した空間を有する型枠内に鉄筋篭を組み込んでその中にコンクリートを打ち込み、突き固めることによって形成される。前記型枠は、従来、図6に示すように、角部と、それらの角部を連結する部分との面に対し、それぞれ複数に分割した複数種の型枠形成用パーツ12a、12b、12c、12d・・底板12とを組み合わせることにより形成し、下枠形成部分にエアー抜き用の開口13を設け、その開口13に錘14を乗せる、更に錘14をサポート15で固定することにより閉塞する構造であった。
【0003】
【発明が解決しようとする課題】
従来の型枠は、第一にパーツの数が多すぎ、管理が容易でないし、組み合わせるパーツを選び出すにも時間がかかる。
第二には、各パーツがスチール製で重く、製品は小さいものでも高さが2メートルもあるから、少なくとも上の部分を形成するときは数人がかりで作業しなくてはならない。
又第三として、パーツの継ぎ目部分から水分が漏れたり、エアー抜き開口からコンクリートが大量に流出するため、周辺がぬかるみ状態となって作業しずらいし、製品の表面があばた状になったり、継ぎ目の跡がくっきりと残るなど外観が悪く、海中に沈めるから外観は関係ないといえど、潮の流れが強い場所に長期間放置した場合の影響が懸念される。
更に第四として、エアー抜き開口を閉塞しなくてはならないので、錘のセット作業が繁雑である。
そして第に、コンクリートが固化した状態では、型枠は内部からコンクリートの圧力を受けているので、総てのパーツを個々に分離させなくては外すことができない。
【0004】
【課題を解決するための手段】
そこで、本発明は、従来の型枠に生じていた不具合を改善すべく、四辺形に組まれた上枠と下枠、及びそれら上枠と下枠とにおける各対応する角部同士を連結する支柱とで構成され、前記上枠及び下枠それぞれに囲まれてなる第一の内法面における直角に交わる角部が、その直角に交わる両面に対して互いに45度づつ傾斜した垂直面により連続されると共に、前記上枠の一辺と、該上枠の一辺に対応する前記下枠の一辺と、該上枠及び下枠の一辺を連結する二の支柱とにより囲まれてなる第二の内法面における上下各枠と支柱とが直角に交わる角部が、その直角に交わる両面に対して互いに45度づつ傾斜した斜面により連続され、更に、前記垂直面と前記斜面とを正三角形の面で連続するようにして形成した立方体骨組み形状のコンクリート製魚礁を形成するためのコンクリート製魚礁形成用型枠であって、前記コンクリート製魚礁の底面部分に当接する一枚の底板と、一側面及びその側面に設けられた前記第二の内法該第二の内法面の斜面を含み当接する四枚の外側板と、少なくとも前記垂直面と前記三角形面とに当接する八枚の当て板と、前記第一の内法面における前記当て板が当接しない部分をカバーすべく、前記第一の内法面における前記当て板間に当接する八枚の内側板とで構成するとともに、前記外側板の前記第二の内法面に当接する面に、抜き勾配を付与したことを特徴とするものである。
そして、前記当て板は、上下一組として補強枠で連結することにより一体化したり、前記底板における外側板との継ぎ目に、面取り部形成用のテーパ壁を設けたりすることが望ましい。
【0005】
【発明の実施の形態】
本発明に係るコンクリート製魚礁形成用型枠の実施例を、図面に基づいて説明する。
図1において1は底板であり、外周が2メートル四方の正方形で、その外周に沿って25cm幅の平面部1aが形成され、その平面部1aは、隣接する内縁が交わる角部が、両内縁同士を45度の傾斜辺で連続させた範囲まで拡大されている。
その結果、内縁は八角形になっている。
又対向する一対の外周縁には、前記平面部1aに対して45度の傾斜を有したテーパ壁1b、1bが固着されており、総ての内周縁及び外周縁に沿って連結部1cが周設され、その連結部1cにはボルト挿通孔1d、1d・・・が適宜間隔にて穿設されている。
2は外側板(手前側の一枚は省略)で、前記底板1と同形の外側面部2aと、その側面部2aの内周縁に沿って内法面2bが内方へ連設されている。
前記内法面2bは、先端縁を前記外側面部2aの中心側に向けて僅かに傾斜させることで抜き勾配T(図3参照)が付与されると共に、内外両四周縁に沿って連結部2cが周設され、その連結部には適宜間隔にてボルト挿通孔2d、2d・・が穿設されている。
又、前記外側面部2aと内法面2bとの外表面には、適宜間隔で補強用のリブ2e及び把手2fが設けられている。
3は、前記外側板2、2の内法面2b2b同士を連結する当て板であり、内法面2b2bにおける傾斜縁間を閉塞する正三角形の傾斜面3aと、前記外側板2における内法面2bの傾斜部分を含む角部と同形のコーナー面3bとを有し、外縁に沿って連結部3cが周設され、その連結部3cにもボルト挿通孔3d、3d・・が適宜間隔にて穿設されている。
4は、前記当て板3、3・・と交互に組み合わせ、上下の内法面を形成する内側板であって、外縁に沿って連結部4aが周設され、その連結部4aにも適宜間隔にてボルト挿通孔4b、4b・・が適宜間隔にて穿設されており、外表面には適宜間隔で補強用のリブ4c及び把手4dが設けられている。
尚、前記当て板3、3・・は、上下に配置する組同士を補強枠3eにて連結することにより一体化されている。また、図示は省略するが、外側板2にも、底板と同じように、対向する一対の外側縁に45度の傾斜を有したテーパ壁が設けられていて、外側板2と底板1或いは外側板2、2同士は、連結部2cに何れか一方に形成されたテーパ壁のみが位置するように組み合わせる。
【0006】
このように形成された底板1、外側板2、当て板3、内側板4は、先ず、底板1を水平な地面等に寝かせ、その各外周縁に、それぞれ外側板2、2・・を立設する(図2のa)
次に、四隅の内側に当て板3、3・・を組み付け(図2のb)、最後に底板1、外側板2、当て板3の各相互間に残された開口部分を内側板4により閉塞する(図2のc)。
前記組み付けに際しては、内部に鉄筋篭(図示せず)を組み入れ、連結部1c、2c、3c、4a同士を、ボルト挿通孔1d、2d、3d、4bに挿通したボルト及びそのボルトに螺合させたナット(実際の作業では簡易締着具が利用される)で連結する。
【0007】
型枠の組付けが完了したら、上部よりコンクリート5を流し込み(図2のd)、満遍なく行き渡るようにバイブレータ等で突き固め、数日間放置する。
硬化したら時期を見て型枠を外す。
この型枠を外す際、外側板2の内法面2b抜き勾配Tが形成されているので、その外側板は分解することなくそのまま簡単に外せる(図3参照)。
従って脱型作業を短時間で終了させることが可能となり、短いサイクルで型枠を繰り返し使用して、効率よく利用できる。
因みに、予め組み立てられている型枠内にコンクリートを打ち込む作業と、分解掃除済みのパーツを組み付けて型枠を形成する作業と、脱型時期に入ったものを選んで型枠を外す作業と、外したパーツを清掃する作業を同じ工数づつ一日で完了させるスケジュールに従えば、6人体制の場合、毎日8体づつの魚礁を形成することが可能である。
脱型後は、数週間の養生期間を経た後、製品として出荷される。
【0008】
形成された製品Mは、図4に示すように、四辺形に組まれた上枠6と下枠7、及びそれら上枠6と下枠7とにおける各対応する角部同士を連結する支柱8、8・・とで構成された立方体骨組み構造となる。
そして前記上下各枠6、7の内法面における直角に交わる角部は、図5のaに示すように当て板3のコーナー面3bとの密着により、直角に交わる両面に対して互いに45度づつ傾斜した垂直面9で連続され、上下各枠6、7と支柱8とが直角に交わる内法面の角部は、図5のbに示すように外側板2の内法面2bとの密着により、直角に交わる両面に対して互いに45度づつ傾斜した斜面10により連続し、更に、前記コーナー面3bにより上枠6又は下枠に形成された面と支柱8との接続部は、前記図5のaに示すように、当て板3における正三角形の傾斜面3aにより、正三角形の面11で連続するよう形成される。そして各縁には面取り部が形成され、欠けが生じにくく、継ぎ目の筋はないなど、表面精度は極めて高いので、潮の流れが強い場所に沈めても経年変化はほとんどない。型枠は、一枚の底板と、四枚の外側板2、2・・と、四枚の当て板3、3・・と、八枚の内側板4、4・・の計17のパーツのみで構成されているから、パーツの数が少ない。
【0009】
尚、実施例は当て板が上下一体化されていて、当て板は四枚しかないが、上下に分割し、個々のコーナ部形成用の当て板を八枚使用するようにしても差し支えなく、又、内側板を複数枚に分割し、一枚あたりの重量を減らして一人で組み付け作業可能とすることもできるが、少なくとも側側板のみは、各側面毎、一体に形成されたものを使用する。
【0010】
実施例の魚礁は一辺が二メートルの立方体骨組み形状であるが、一辺が二メートル以上の立方体形状、或いは直方体骨組み形状にも適用される。
又、型枠の材質は、スチール以外の金属、合成樹脂を使用してもかまわないし、補強用のリブや把手を省略することも可能である。
そして型枠の組み付け手順は前記実施例の説明に限定されるものではなく、一つの側面部の組み付けが完了してから、隣接する他の側面部を順に組み付けて完成させることもできる。
【0011】
【発明の効果】
本発明によれば、パーツの数が少なく、一見すれば何処に使用されるかを判別できるので、パーツを取り違えるようなミスはなくなるし、組立工数が少なく、組立時間が従来に比べて半減されるから、少人数でも型枠を遊ばせないで効率よく繰り返し利用し、フル稼動することができる。又、外側板の第二の内法面に当接する面に、抜き勾配を付与しているため、外側板をコンクリート面から剥離しやすく、脱型を素早く行うことができる。
更に、上下一組の当て板を一体化すれば、剛性が高められ、組み付けやすくなるし、連結部分にテーパ壁を設けることで、製品の縁に面取り部が形成され、品質の向上を図ることができる。
【図面の簡単な説明】
【図1】本発明に係るコンクリート製魚礁形成用型枠の実施例を分解して示した説明図である。
【図2】(a)、(b)、(c)、(d)は、型枠の組み付け手順を例示した説明図である。
【図3】抜き勾配の効果を示す説明図である。
【図4】製品の形態を示す説明図である。
【図5】(a)は、上下各枠における内法角部、及び内法角部同士の連結部分の形成説明図、(b)は、枠と支柱との連結部に当たる内法角部の形成説明図である。
【図6】従来例の説明図である。
【符号の説明】
1・・底板、1a・・平面部、1b・・テーパ壁、1c・・連結部、1d・・ボルト挿通孔、2・・外側板、2a・・外側面部、2b・・内法面、2c・・連結部、2d・・ボルト挿通孔、2e・・リブ、2f・・把手、3・・当て板、3a・・傾斜面、3b・・コーナー面、3c・・連結部、3d・・ボルト挿通孔、3e・・補強枠、4・・内側板、4a・・連結部、4b・・ボルト挿通孔、4c・・リブ、4d・・把手、5・・コンクリート、6・・上枠、7・・下枠、8・・支柱、9・・垂直面、10・・斜面、11・・正三角形の面、12・・底板、12a、12b、12c、12d・・型枠形成用パーツ、13・・開口、14・・錘、15・・サポート、T・・抜き勾配、M・・製品。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a technology for producing a concrete fish reef that is submerged in the sea and used to artificially create a growth environment for seafood.
[0002]
[Prior art]
There are various forms of concrete fish reefs, but the cube structure is highly evaluated in terms of being simple and easy to transport, satisfying the conditions that allow seafood to live well by controlling the flow of tide in the sea. Is receiving.
The cube- framed fish reef is composed of an upper frame and a lower frame assembled in a quadrilateral shape, and struts connecting the corresponding corners of the upper frame and the lower frame, and the inner method of the upper and lower frames. The corners intersecting at right angles on the surface are continued by vertical surfaces inclined by 45 degrees with respect to both surfaces intersecting at right angles, and the corners of the inner slope where the upper and lower frames and the struts intersect at right angles are It is encouraged to be continuous with inclined surfaces inclined at 45 degrees with respect to both surfaces intersecting at right angles, and further, the vertical surface and the inclined surface are formed to be continuous with an equilateral triangular surface.
Such a fish reef is formed by incorporating a reinforcing rod into a mold having a space that matches the shape of the product, driving concrete into it, and setting it. Conventionally, as shown in FIG. 6, the mold is divided into a plurality of types of mold forming parts 12a, 12b, and 12c, respectively, with respect to the surfaces of the corners and the portions connecting the corners. , 12d... And the bottom plate 12 are combined, an air vent opening 13 is provided in the lower frame forming portion, a weight 14 is placed on the opening 13, and the weight 14 is fixed by a support 15. It was a structure.
[0003]
[Problems to be solved by the invention]
The conventional formwork has a large number of parts, is not easy to manage, and it takes time to select the parts to be combined.
Secondly, since each part is made of steel and heavy, and the product is small but 2 meters high, at least the top part must be worked by several people.
Thirdly, moisture leaks from the joints of the parts, and a large amount of concrete flows out from the air vent opening, so the surroundings become muddy and difficult to work, and the surface of the product becomes fluffy, The appearance is poor, such as the traces of seams remain clear, and the appearance does not matter because it sinks in the sea, but there are concerns about the effects of leaving it for a long time in a place with strong tide flow.
Fourth, since the air vent opening must be closed, the work of setting the weight is complicated.
And fifth , when the concrete is solidified, the formwork is subjected to the pressure of the concrete from the inside, so it cannot be removed without separating all the parts individually.
[0004]
[Means for Solving the Problems]
Therefore, the present invention connects the upper frame and the lower frame assembled in a quadrilateral shape and the corresponding corners of the upper frame and the lower frame in order to improve the problems that have occurred in the conventional mold. The corners intersecting at right angles on the first inner slope defined by the upper frame and the lower frame are continuous with vertical surfaces inclined by 45 degrees with respect to both surfaces intersecting the right angle. A second inner side surrounded by one side of the upper frame, one side of the lower frame corresponding to one side of the upper frame, and two support columns connecting one side of the upper frame and the lower frame. Corners where the upper and lower frames and the struts intersect at right angles on the slope are continuous by slopes inclined by 45 degrees with respect to both faces intersecting at right angles, and the vertical plane and the slope are equilateral triangular surfaces. Concrete of a cubic framework formed in a continuous manner A concrete reef-forming mold for forming the bets made reef, and one of the bottom plate abutting against the bottom portion of the concrete reef, one side and the second of which is provided on one side surface an outer plate comprises a slope of said second inner size face four sheets abutting the slope, at least in contact with eight sheets of caul said vertical plane and in the plane of the triangle, the first inner dimensions surface In order to cover the portion where the contact plate does not come into contact with the inner plate, the inner plate is composed of eight inner plates that come into contact between the contact plates on the first inner surface, and the second inner method of the outer plate. The draft is given to the surface which contacts the surface.
Then, the backing plate is or are integrated by connecting with the reinforcing frame as a vertical one set, the joint between the outer plate of the bottom plate, squirrel Rukoto is desirable to provided a tapered wall for chamfer formed.
[0005]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of a concrete reef forming form according to the present invention will be described with reference to the drawings.
In FIG. 1, 1 is a bottom plate, the outer periphery is a square of 2 meters square, and a flat part 1a having a width of 25 cm is formed along the outer periphery. The flat part 1a has corners where adjacent inner edges meet at both inner edges. It has been expanded to a range where they are continuous with each other at an inclined side of 45 degrees.
As a result, the inner edge is octagonal.
Further, taper walls 1b and 1b having an inclination of 45 degrees with respect to the plane portion 1a are fixed to a pair of opposed outer peripheral edges, and the connecting portions 1c are connected along all the inner and outer peripheral edges. The connection portion 1c is provided with bolt insertion holes 1d, 1d,... At appropriate intervals.
2 is an outer plate (omitted single front side), the bottom plate 1 and the outer surface portion 2a of the same shape, inner size surface 2b along the inner periphery of the outer side surface portion 2a is provided continuously inwardly .
The inner slope 2b is given a draft angle T (see FIG. 3) by slightly inclining the tip edge toward the center of the outer surface 2a, and the connecting portion 2c along both the inner and outer peripheral edges. Are provided around the connecting portion, and bolt insertion holes 2d, 2d,.
Reinforcing ribs 2e and grips 2f are provided at appropriate intervals on the outer surfaces of the outer surface portion 2a and the inner slope surface 2b.
3, clear width surface 2b of the outer plates 2 and 2, a backing plate for connecting 2b together, the inclined surface 3a of an equilateral triangle which closes between inclined edges of clear width surface 2b, 2b, the outer plate 2 and a corner surface 3b of the corner the same shape including the inclined portion of the clear width surface 2b of the connecting portion 3c are circumferentially along the outer edge, in the connecting portion 3c bolt holes 3d, 3 d · · Are drilled at appropriate intervals.
4 is an inner plate that is alternately combined with the abutting plates 3, 3, ... To form upper and lower inner slopes, and a connecting portion 4a is provided around the outer edge, and the connecting portion 4a is also appropriately spaced. , Bolt insertion holes 4b, 4b, ... Are formed at appropriate intervals, and reinforcing ribs 4c and grips 4d are provided on the outer surface at appropriate intervals.
The abutting plates 3, 3, ... Are integrated by connecting pairs arranged vertically with a reinforcing frame 3e. Although not shown in the drawing, the outer plate 2 is also provided with a tapered wall having an inclination of 45 degrees at a pair of opposed outer edges, like the bottom plate 1, and the outer plate 2 and the bottom plate 1 or The outer plates 2 and 2 are combined so that only the tapered wall formed on one side of the connecting portion 2c is positioned.
[0006]
The bottom plate 1, the outer plate 2, the contact plate 3, and the inner plate 4 formed in this way first lay the bottom plate 1 on a horizontal ground or the like, and stand the outer plates 2, 2. (A in FIG. 2) .
Next, the base plates 3, 3 ... Are assembled inside the four corners (b in FIG. 2), and finally the opening portions left between the bottom plate 1, the external plate 2, and the base plate 3 are removed by the internal plate 4. It is blocked (c in FIG. 2).
When assembling, a reinforcing bar rod (not shown) is incorporated inside, and the connecting portions 1c, 2c, 3c, 4a are screwed into the bolts inserted into the bolt insertion holes 1d, 2d, 3d, 4b and the bolts. Connect with a nut (a simple fastener is used in actual work).
[0007]
When the assembly of the formwork is completed, the concrete 5 is poured from the upper part (d in FIG. 2), solidified with a vibrator or the like so as to spread evenly, and left for several days.
After curing, remove the formwork at the appropriate time.
When the mold is removed, since the draft angle T is formed on the inner slope 2b of each outer plate 2 , the outer plate can be easily removed without being disassembled (see FIG. 3).
Therefore, the demolding operation can be completed in a short time, and the mold can be repeatedly used in a short cycle for efficient use.
By the way, the work of driving concrete into the pre-assembled formwork, the work of assembling the parts that have been disassembled and cleaned to form the formwork, the work of selecting the one that has entered the demolding period and removing the formwork, According to a schedule for completing the work of cleaning the removed parts in the same number of steps in one day, it is possible to form eight fish reefs every day in the case of a six-person system.
After demolding, the product is shipped as a product after a curing period of several weeks.
[0008]
As shown in FIG. 4, the formed product M includes a quadrilateral upper frame 6 and a lower frame 7, and support columns 8 that connect corresponding corner portions of the upper frame 6 and the lower frame 7. , 8... To form a cubic frame structure.
The corners intersecting at right angles on the inner normal surfaces of the upper and lower frames 6 and 7 are 45 degrees with respect to both surfaces intersecting at right angles due to close contact with the corner surface 3b of the backing plate 3 as shown in FIG. The corners of the inner slope where the upper and lower frames 6 and 7 and the support column 8 intersect at right angles are continuous with the inclined vertical face 9, as shown in FIG. 5 b, with the inner slope 2 b of the outer plate 2. Due to the close contact, it is continuous by slopes 10 inclined at 45 degrees with respect to both surfaces intersecting at right angles, and the connection portion between the surface formed on the upper frame 6 or the lower frame 7 by the corner surface 3b and the support column 8 is As shown in FIG. 5 a, the regular triangular inclined surface 3 a in the contact plate 3 is formed so as to be continuous with the regular triangular surface 11. And each edge has chamfered parts, it is hard to cause chipping, and there is no seam streaks, so the surface accuracy is very high, so even if it sinks in a place where the flow of tide is strong, there is almost no secular change. The formwork consists of a total of 17 parts: one bottom plate 1 , four outer plates 2, 2... , Four batting plates 3, 3... And eight inner plates 4, 4. Because it consists only of, there are few parts.
[0009]
In addition, the embodiment has a batting plate integrated vertically, and there are only 4 batting plates, but it is possible to divide it vertically and use 8 batting plates for forming individual corner parts, It is also possible to divide the inner plate into a plurality of pieces and reduce the weight per piece so that it can be assembled by one person, but at least only the side plates are integrally formed on each side. .
[0010]
The fish reef of the embodiment has a cubic frame shape with a side of 2 meters, but is also applicable to a cube shape with a side of 2 meters or more, or a rectangular frame shape.
Further, the material of the mold may be a metal other than steel or a synthetic resin, and it is possible to omit reinforcing ribs and handles.
And the assembly | attachment procedure of a formwork is not limited to description of the said Example, After the assembly | attachment of one side part is completed, the other side part which adjoins can also be assembled | attached in order and completed.
[0011]
【The invention's effect】
According to the present invention, since the number of parts is small and it can be determined at first glance where it will be used, there is no mistake of mistaking parts, the number of assembly steps is small, and the assembly time is halved compared to the conventional case. Therefore, even with a small number of people, it is possible to use it efficiently and repeatedly without having to play the formwork and to operate at full capacity. Moreover, since the draft is given to the surface which contact | abuts the 2nd inner slope of an outer side board, an outer side board can be easily peeled from a concrete surface, and demolding can be performed quickly.
Furthermore, if a pair of upper and lower contact plates are integrated, the rigidity is increased and the assembly becomes easy, and a tapered wall is provided at the connecting portion, so that a chamfered portion is formed at the edge of the product, thereby improving quality. Can do.
[Brief description of the drawings]
FIG. 1 is an exploded view showing an embodiment of a concrete reef forming form according to the present invention.
FIGS. 2A, 2B, 2C, and 2D are explanatory views illustrating a procedure for assembling a mold. FIG.
FIG. 3 is an explanatory diagram showing the effect of draft angle.
FIG. 4 is an explanatory diagram showing a form of a product.
FIG. 5A is an explanatory diagram of the formation of inner normal corners in the upper and lower frames and a connecting portion between the inner normal corners, and FIG. 5B is an inner normal corner corresponding to the connecting portion between the frame and the column. It is formation explanatory drawing.
FIG. 6 is an explanatory diagram of a conventional example.
[Explanation of symbols]
1 ·· Bottom plate, 1a ·· Planar portion, 1b ·· Tapered wall, 1c ·· Connecting portion, 1d ·· Bolt insertion hole, 2 ·· Outer plate, 2a ·· Outside surface portion, 2b ·· Inner slope, 2c ..Connecting part, 2d..Bolt insertion hole, 2e..Rib, 2f..Handle, 3..Batting plate, 3a..Inclined surface, 3b..Corner surface, 3c..Connecting part, 3d..Bolt Insertion hole, 3e ... Reinforcement frame, 4 ... Inside plate, 4a ... Connection part, 4b ... Bolt insertion hole, 4c ... Rib, 4d ... Handle, 5 ... Concrete, 6 ... Upper frame, 7 ..Lower frame, 8 ..Stand , 9 ..Vertical surface, 10 ..Slope, 11 ..Equilateral triangle surface, 12 ..Bottom plate, 12 a, 12 b, 12 c, 12 d. .. Opening, 14 ... Weight, 15 ... Support, T ... Draft , M ... Product.

Claims (3)

四辺形に組まれた上枠と下枠、及びそれら上枠と下枠とにおける各対応する角部同士を連結する支柱とで構成され、前記上枠及び下枠それぞれに囲まれてなる第一の内法面における直角に交わる角部が、その直角に交わる両面に対して互いに45度づつ傾斜した垂直面により連続される共に、前記上枠の一辺と、該上枠の一辺に対応する前記下枠の一辺と、該上枠及び下枠の一辺を連結する二の支柱とにより囲まれてなる第二の内法面における上下各枠と支柱とが直角に交わる角部が、その直角に交わる両面に対して互いに45度づつ傾斜した斜面により連続され、更に、前記垂直面と前記斜面とを正三角形の面で連続するようにして形成た立方体骨組み形状のコンクリート製魚礁を形成するためのコンクリート製魚礁形成用型枠であって、
前記コンクリート製魚礁の底面部分に当接する一枚の底板と、一側面及びその側面に設けられた前記第二の内法該第二の内法面の斜面を含み当接する四枚の外側板と、少なくとも前記垂直面と前記三角形面とに当接する八枚の当て板と、前記第一の内法面における前記当て板が当接しない部分をカバーすべく、前記第一の内法面における前記当て板間に当接する八枚の内側板とで構成するとともに、
前記外側板の前記第二の内法面に当接する面に、抜き勾配を付与したことを特徴とするコンクリート製魚礁形成用型枠。
The first frame is composed of an upper frame and a lower frame assembled in a quadrilateral shape, and struts connecting the corresponding corners of the upper frame and the lower frame, and is surrounded by the upper frame and the lower frame, respectively. corner intersecting at right angles in the clear width plane and is continuous with the vertical plane which is at a time inclined 45 degrees from each other with respect to both surfaces intersecting the perpendicular both to one side of the upper frame, corresponding to one side of the upper frame and one side of the lower frame, the corners vertical and the frame and struts that Majiwa perpendicularly in a second inner size surface formed surrounded by a second strut connecting the side of the upper frame and the lower frame, the is continuous with the inclined surface that increments inclined 45 degrees from each other with respect to both surfaces intersecting at right angles, further, form the concrete reef of cubical frames shape and to form so as to continuously and the said vertical plane slopes in terms of an equilateral triangle there in concrete reef-forming mold for ,
And one of the bottom plate abutting against the bottom portion of the concrete reef, one side and the second provided on one side surface thereof clear width surface comprises a slope of said second inner size face four sheets abutting an outer plate, at least the vertical plane and caul eight sheets abutting on the surface of the triangle, so as to cover the portion where the backing plate is not abut in the first clear width surface, the first of together constituting between abutting eight sheets of the inner plate to said abutting plates in slope,
A concrete reef formation formwork characterized in that a draft angle is given to a surface of the outer plate that contacts the second inner slope .
前記当て板が、上下一組として補強枠で連結されて一体化された請求項1に記載のコンクリート製魚礁形成用型枠。  The formwork for concrete fish reef formation of Claim 1 with which the said contact plate was connected and integrated by the reinforcement frame as 1 set of upper and lower sides. 前記底板における外側板との継ぎ目に、面取り部形成用のテーパ壁を設けた請求項1又は2の何れかに記載のコンクリート製魚礁形成用型枠。  The formwork for concrete reef formation in any one of Claim 1 or 2 which provided the taper wall for chamfer part formation in the joint with the outer side board in the said baseplate.
JP08698397A 1997-04-04 1997-04-04 Concrete formwork for reef formation Expired - Fee Related JP3803987B2 (en)

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JP08698397A JP3803987B2 (en) 1997-04-04 1997-04-04 Concrete formwork for reef formation

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Application Number Priority Date Filing Date Title
JP08698397A JP3803987B2 (en) 1997-04-04 1997-04-04 Concrete formwork for reef formation

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Cited By (1)

* Cited by examiner, † Cited by third party
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KR20210081721A (en) * 2019-12-24 2021-07-02 장석걸 Mold Apparatus For Producing Brazier Typed Artificial Reef

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JP4856395B2 (en) * 2005-05-19 2012-01-18 株式会社佐藤工業所 Formwork for molding concrete track slabs
KR102214011B1 (en) * 2020-07-08 2021-02-09 주식회사 태화건설 Formwork of square cross type artificial fishing reef
KR102259474B1 (en) * 2020-12-07 2021-06-02 서원종 Formwork for making blocks for aquatic flora and fauna habitat

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210081721A (en) * 2019-12-24 2021-07-02 장석걸 Mold Apparatus For Producing Brazier Typed Artificial Reef
KR102318325B1 (en) * 2019-12-24 2021-10-26 장석걸 Mold Apparatus For Producing Brazier Typed Artificial Reef

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