JP4490246B2 - Coral adhesion base cutting method and coral lifting method - Google Patents

Coral adhesion base cutting method and coral lifting method Download PDF

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JP4490246B2
JP4490246B2 JP2004349935A JP2004349935A JP4490246B2 JP 4490246 B2 JP4490246 B2 JP 4490246B2 JP 2004349935 A JP2004349935 A JP 2004349935A JP 2004349935 A JP2004349935 A JP 2004349935A JP 4490246 B2 JP4490246 B2 JP 4490246B2
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coral
adhesion base
virtual
cut line
holes
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JP2006158218A (en
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伸茂 古松
▲いく▼太 臼田
泰敏 池田
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Penta Ocean Construction Co Ltd
Fudo Tetra Corp
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Fudo Tetra Corp
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Description

本発明は、海底にて生息するサンゴを他の場所へ移設乃至は移動させる必要がある場合等において、対象となるサンゴを生息地盤から切り出す方法、及び、サンゴを損傷させることなく安全に、かつ、簡単に吊り上げ、移動、移設する方法、及び、そのための器具等に関する。   The present invention is a method for cutting out a target coral from a habitat ground in a case where it is necessary to move or move the coral that lives on the seabed to another place, and safely and without damaging the coral. The present invention relates to a method for easily lifting, moving, moving, and a device for the method.

海底にて生息するサンゴを他の場所へ移設するための方法として、まず、ワイヤソー等を用いてサンゴ付着基盤を根元から切断し、切り離されたサンゴ付着基盤をワイヤで吊り上げ、移動用架台に載せて新たな設置場所へと運搬する、という方法が考案されている。   As a method for moving corals that live on the sea floor to other places, first cut the coral adhesion base from the root using a wire saw, etc., lift the separated coral adhesion base with a wire, and place it on a moving platform The method of transporting to a new installation site has been devised.

しかしながら、従来の方法による場合、切り離されたサンゴ付着基盤をワイヤで吊り上げる際に、ワイヤによって付着したサンゴを傷つけてしまうことがある。また、サンゴ付着基盤が非常に大きい等の理由から、サンゴ付着基盤を根元から切断することが困難である場合や、切断が可能であったとしても、吊金具を切断面に挿入することができないような場合には、上記のような従来方法は実施することができない。   However, according to the conventional method, when the separated coral adhesion base is lifted by the wire, the coral adhered by the wire may be damaged. Moreover, even if it is difficult to cut the coral adhesion base from the root due to the fact that the coral adhesion base is very large, or even if cutting is possible, the hanging bracket cannot be inserted into the cut surface In such a case, the conventional method as described above cannot be performed.

更に、移設しようとするサンゴの群体が、サンゴ付着基盤の大きさに対して非常に小さいような場合においても、サンゴ付着基盤全体を根元から切断して運搬するとなると、労力、時間、費用の面で非常にロスが大きく、効率が悪いという問題がある。   Furthermore, even when the coral colonies to be relocated are very small relative to the size of the coral adhesion base, if the entire coral adhesion base is cut and transported from the root, it is labor, time and cost aspects. There is a problem that the loss is very large and the efficiency is low.

本発明は、このような従来技術の課題を解決すべくなされたものであって、低コストで実施でき、サンゴを傷つけることなく安全に、かつ、簡単にサンゴを移設する方法、及び、そのためのサンゴ付着基盤の切り出し方法、サンゴの吊り上げ方法、それらの方法に使用する器具等を提供することを目的とする。   The present invention has been made to solve the above-described problems of the prior art, and can be implemented at a low cost. A method for safely and easily moving a coral without damaging the coral, and a method for the same. The object is to provide a method for cutting out a coral adhesion base, a method for lifting a coral, and an instrument used in those methods.

本発明に係るサンゴ付着基盤の切り出し方法は、まず、移設しようとするサンゴが着生しているサンゴ付着基盤の表面において、移設しようとするサンゴのみを取り囲むように想定カットラインを画定し、この想定カットラインの頂点、或いは、想定カットラインを構成する各辺の任意の位置からサンゴ付着基盤の内方へ向かって複数の孔をあけ、これらの孔のすべて、或いは、いくつかの孔の中に、拡開手段(静的油圧破砕機、楔等)を差し込み、孔の内径を拡げる方向へ圧力をかけて、所望の方向へ亀裂を生じさせることによって、サンゴ付着基盤の本体からサンゴの着生部分のみを切り離し、切り離したサンゴ及びその着生部分を吊り上げることを特徴としている。   In the coral adhesion base cutting method according to the present invention, first, on the surface of the coral adhesion base on which the coral to be transferred is laid, an assumed cut line is defined so as to surround only the coral to be transferred. Drill a plurality of holes from the apex of the assumed cut line or from any position on each side that constitutes the assumed cut line to the inside of the coral adhesion base, and all of these holes or some of the holes The expansion means (static hydraulic crusher, wedge, etc.) is inserted in, and pressure is applied in the direction to expand the inner diameter of the hole to cause cracks in the desired direction. It is characterized in that only the raw part is cut off and the cut off coral and its growing part are lifted up.

この方法を実施する場合、水平な仮想三角形或いは仮想四角形のいずれかを垂直下方向に投影した場合において、サンゴ付着基盤の表面において現れるべき線図を、想定カットラインとすることが好ましい。   When this method is carried out, it is preferable that a diagram that should appear on the surface of the coral adhesion base when the horizontal virtual triangle or the virtual quadrangle is projected vertically downward is an assumed cut line.

尚、ここに言う「サンゴ付着基盤」とは、移設の対象となるサンゴ(生育しているサンゴ)が付着した石、岩、岩盤、コンクリートブロック、又は、コンクリート構造物の一部などのほか、移設対象となる生育中のサンゴが付着した他のサンゴの塊、及び、移設対象となる生育中の造礁サンゴの塊(例えば、ハマサンゴ等)そのものなどを意味する。   In addition, the "coral adhesion base" here refers to stones, rocks, bedrock, concrete blocks, or parts of concrete structures to which the coral (growing corals) to be relocated has adhered, It means other coral lump to which the growing coral to be transferred is attached and the growing reef-building coral lump (for example, coral coral) itself to be transferred.

また、本発明に係るサンゴの吊り上げ方法は、サンゴ付着基盤の本体から切り離したサンゴ及びその着生部分を、略垂直状態の本体と、この本体の下端から略水平方向へ突出させた足部と、本体の上端から略水平方向へ突出させた腕部と、によって構成されるハンガーを用いて行うことを特徴とし、更に、サンゴ付着基盤の本体とサンゴの着生部分との隙間に、足部を差し込み、当該足部の上にサンゴ及びその着生部分を保持させた状態で、前記腕部に掛けた索具(ワイヤー、チェーン等)を引き上げることによってハンガーを吊り上げることを特徴としている。   Further, the coral lifting method according to the present invention includes a coral separated from the main body of the coral adhering base and a portion where the coral is formed, a main body in a substantially vertical state, and a foot portion that protrudes from the lower end of the main body in a substantially horizontal direction. A hanger configured to protrude from the upper end of the main body in a substantially horizontal direction, and further, a foot portion is provided in a gap between the main body of the coral adhesion base and the coral settlement portion. The hanger is lifted by pulling up the rigging (wire, chain, etc.) hung on the arm part in a state where the coral and its growing part are held on the foot part.

本発明に係るサンゴ付着基盤の切り出し方法によれば、移設対象となるサンゴを傷つけることなく、安全に吊り上げ、運搬することができる。また、サンゴ付着基盤を根元から切断することが困難である場合であっても、問題なく移設作業を実施することができる。   According to the coral adhesion base cutting method according to the present invention, the coral to be moved can be safely lifted and transported without being damaged. Even if it is difficult to cut the coral adhesion base from the root, the relocation operation can be carried out without any problem.

更に、移設しようとするサンゴの群体が、サンゴ付着基盤の大きさに対して非常に小さいような場合、従来方法と比べて、労力、時間、費用を大いに節減することができ、極めて効率よく移設作業を行うことができ、また、移設対象となるサンゴのみを適宜選択して移設することができる。   Furthermore, if the coral colonies to be relocated are very small relative to the size of the coral adhesion base, labor, time and cost can be greatly reduced compared to the conventional method, and relocation is very efficient. Work can be performed, and only the corals to be relocated can be selected and relocated appropriately.

以下、添付図面に沿って、本発明「サンゴ付着基盤の切り出し方法」の実施形態について説明する。図1は、サンゴ付着基盤1と、その上に着生しているサンゴ2(2a〜2c)の例を示す図である。本実施形態の方法によって図1に示すサンゴ2(2a〜2c)を移設しようとする場合、付着基盤1の全体を根元から切断するのではなく、図2に示すように、付着基盤1の本体から、サンゴ2a〜2cの着生部分3a〜3c(付着基盤1に対してサンゴ2の根元が付着している部分、及び、サンゴ2の外縁の周囲一定範囲の部分)のみを切り出して、移設先へ運搬する。   Hereinafter, an embodiment of the “coral adhesion base cutting method” of the present invention will be described with reference to the accompanying drawings. Drawing 1 is a figure showing the example of coral adhesion board 1 and coral 2 (2a-2c) which has grown on it. When the coral 2 (2a to 2c) shown in FIG. 1 is to be moved by the method of the present embodiment, the main body of the adhesion base 1 is not cut from the base of the adhesion base 1 as shown in FIG. , Cut out only the part 3a to 3c of the coral 2a to 2c (the part where the root of the coral 2 is attached to the attachment base 1, and the part around the outer edge of the coral 2) and move it. Transport it ahead.

ここで、付着基盤1の本体から、移設対象となるサンゴ2の着生部分3のみを切り出す方法について説明する。まず、図3に示すように、付着基盤1の表面上において想定カットライン4(4a〜4c)を画定する。具体的には、水平な仮想三角形5或いは仮想四角形6のいずれかを垂直下方向に投影した場合において、付着基盤1の表面において現れるべき線図を、想定カットライン4とする。   Here, a method of cutting out only the growing portion 3 of the coral 2 to be moved from the main body of the adhesion base 1 will be described. First, as shown in FIG. 3, the assumed cut lines 4 (4 a to 4 c) are defined on the surface of the adhesion base 1. Specifically, a diagram that should appear on the surface of the adhesion substrate 1 when either the horizontal virtual triangle 5 or the virtual quadrangle 6 is projected vertically downward is assumed to be an assumed cut line 4.

尚、投影する仮想図形を「三角形」とするか、「四角形」とするかは、付着基盤1上におけるサンゴ2の着生位置、その他の条件に応じて適宜決定する。例えば、付着基盤1の表面の一部に、移設対象となるサンゴ2の根元部分Bよりも十分に(10cm以上)低い部分が、当該サンゴ2の周囲一定範囲内に存在しているような場合(図3に示すサンゴ2a,2cのように、サンゴ2が付着基盤1の周縁に近い位置に着生している場合や、付着基盤1の傾斜面に着生している場合等)には、投影すべき仮想図形として「三角形」を選択した方が良い場合が多く、図3に示すサンゴ2bのように、比較的平坦な部分に着生しているサンゴ2を移設しようとする場合には、投影すべき仮想図形として「四角形」を選択した方が良い場合が多い。   Whether a virtual figure to be projected is a “triangle” or a “quadrangle” is determined as appropriate according to the position of the coral 2 on the adhesion base 1 and other conditions. For example, when a part sufficiently lower (10 cm or more) than the root part B of the coral 2 to be moved exists in a certain range around the coral 2 on a part of the surface of the adhesion base 1 (For example, when the coral 2 is deposited near the periphery of the adhesion base 1 as in the case of the corals 2a and 2c shown in FIG. 3 or when the coral 2 is deposited on the inclined surface of the adhesion base 1). In many cases, it is better to select “triangle” as a virtual figure to be projected, and when trying to relocate coral 2 that is growing on a relatively flat portion, such as coral 2b shown in FIG. In many cases, it is better to select “Rectangle” as a virtual figure to be projected.

また、投影する仮想図形の大きさについても、移設対象となるサンゴ2の大きさに応じて適宜決定する。具体的には、移設対象となるサンゴ2の外縁を、少なくとも5cm以上の余裕をもって取り囲むことができるような大きさとする。   Further, the size of the virtual figure to be projected is also appropriately determined according to the size of the coral 2 to be transferred. Specifically, the outer edge of the coral 2 to be moved is set to a size that can surround the outer edge with a margin of at least 5 cm.

また、仮想図形として「三角形」を選択する場合には、投影する仮想三角形の向きを調整して、想定カットライン4の三つの頂点T1〜T3のうち、二つの頂点T1,T2が、ほぼ同じ高さ位置であって、サンゴ2の根元部分Bよりも十分に低い位置となるようにする。   When “triangle” is selected as the virtual figure, the direction of the projected virtual triangle is adjusted, and the two vertices T1 and T2 among the three vertices T1 to T3 of the assumed cut line 4 are substantially the same. The height position is set to be sufficiently lower than the root portion B of the coral 2.

尚、想定カットライン4a〜4cを画定する作業としては、必ずしも塗料等を用いて付着基盤1の表面に線画を描く必要はなく、例えば、作業者において確認可能な最低限の印付け等(想定カットライン4a〜4cの頂点や、各辺の中間点などの重要な部分がわかるように、付着基盤1の表面に傷を付ける等)を行えば十分である。   It is not always necessary to draw a line drawing on the surface of the adhesion base 1 using paint or the like as the work for defining the assumed cut lines 4a to 4c. For example, the minimum marking that can be confirmed by the operator (assumed It is sufficient to scratch the surface of the adhesion base 1 so that important parts such as the vertices of the cut lines 4a to 4c and the intermediate points of the respective sides can be understood.

想定カットライン4が画定したら、想定カットライン4の頂点T、或いは、各辺の任意の位置から付着基盤1の内方へ向かって、所望の深さの孔をあける。図4は、想定カットライン4の平面形状が三角形である場合において形成すべき孔の一例を示す図であり、図5は、想定カットライン4の平面形状が四角形である場合における孔の形成方法の説明図である。   When the assumed cut line 4 is defined, a hole having a desired depth is formed from the apex T of the assumed cut line 4 or an arbitrary position on each side toward the inside of the adhesion base 1. FIG. 4 is a diagram illustrating an example of holes to be formed when the planar shape of the assumed cut line 4 is a triangle, and FIG. 5 is a method for forming holes when the planar shape of the assumed cut line 4 is a quadrangle. It is explanatory drawing of.

想定カットライン4の平面形状が三角形である場合、図4に示すように、三つの頂点T1〜T3のうち、頂点T1,T2よりも高い位置となる頂点T3から鉛直下方向へ向かって延在する孔7aを形成し、また、この頂点T3と、これよりも低い位置となる頂点T1,T2とをそれぞれ結ぶラインL1,L2上の点から鉛直下方向へ向かって延在する孔7b,7c,7d,7eを形成する。尚、これらの各孔7a〜7eの内径は4〜6cm程度、隣接間隔は40〜60cm程度に設定されている。   When the plan shape of the assumed cut line 4 is a triangle, as shown in FIG. 4, among the three vertices T1 to T3, the vertex T3 that is higher than the vertices T1 and T2 extends vertically downward. And the holes 7b and 7c extending vertically downward from the points on the lines L1 and L2 respectively connecting the vertex T3 and the vertices T1 and T2 which are lower than the vertex T3. , 7d, 7e. The inner diameter of each of the holes 7a to 7e is set to about 4 to 6 cm, and the adjacent interval is set to about 40 to 60 cm.

更に、孔7a〜7eのほか、頂点T1,T2を通る仮想水平面H1に沿って(例えば、図4に示す矢印V1の方向へ)一つ或いは複数の孔(図示せず)をあけ、また、ラインL1,L2を通る仮想垂直面H2,H3に沿って水平方向へ(例えば、図4に示す矢印V2,V3の方向へ)一つずつ或いは複数個ずつ孔(図示せず)をあける。   Further, in addition to the holes 7a to 7e, one or a plurality of holes (not shown) are made along the virtual horizontal plane H1 passing through the vertices T1 and T2 (for example, in the direction of the arrow V1 shown in FIG. 4). Holes (not shown) are formed one by one or plurally in the horizontal direction (for example, in the directions of arrows V2 and V3 shown in FIG. 4) along virtual vertical planes H2 and H3 passing through lines L1 and L2.

一方、想定カットライン4の平面形状が四角形である場合、図5に示すように、想定カットライン4bによって囲まれる付着基盤1の天端面Mの中心Cの鉛直下方向であって、所定の深さ(想定カットライン4を構成する四角形の一辺の寸法の約1/2の寸法)の位置にある点を仮想底点Nと定め、四角形の各辺と仮想底点Nとの間の各平面(仮想テーパ面E1〜E4)に沿って、或いは、四角形の各頂点T1〜T4と仮想底点Nとをそれぞれ結ぶ仮想谷線(図5において破線で示す線)に沿って、複数の孔をあける。   On the other hand, when the planar shape of the assumed cut line 4 is a quadrangle, as shown in FIG. 5, the vertical direction of the center C of the top end surface M of the adhesion base 1 surrounded by the assumed cut line 4 b is a predetermined depth. A point at a position (dimension about half of the dimension of one side of the quadrangle constituting the assumed cut line 4) is defined as a virtual bottom point N, and each plane between each side of the quadrangle and the virtual base point N A plurality of holes are formed along (virtual tapered surfaces E1 to E4) or along virtual valley lines (lines indicated by broken lines in FIG. 5) connecting the respective vertexes T1 to T4 of the quadrangle and the virtual bottom point N. I can make it.

次に、形成されたすべての孔の中に、或いは、それらのうちのいくつかの孔の中に、静的油圧破砕機の先端部(拡開部)を差し込み、孔の内径を拡げる方向へ圧力をかける。そうすると、図4に示す仮想水平面H1、仮想垂直面H2,H3、或いは、図5に示す仮想テーパ面E1〜E4に沿って亀裂が生じ、図2に示すように、付着基盤1の本体から、サンゴ2の着生部分3のみを切り離すことができる。   Next, insert the tip (expanded part) of the static hydraulic crusher into all the formed holes, or some of them, in the direction of expanding the inner diameter of the holes Apply pressure. Then, cracks occur along the virtual horizontal plane H1, the virtual vertical planes H2 and H3 shown in FIG. 4 or the virtual taper planes E1 to E4 shown in FIG. 5, and as shown in FIG. It is possible to detach only the epiphytic portion 3 of the coral 2.

尚、静的油圧破砕機による割岩作業を行う場合、必ずしも、孔の中に差し込んだ破砕機のすべてについて圧力を同時に供給する必要はなく、例えば、図4に示す例においては、まず、仮想水平面H1に沿って形成した孔の中に差し込んだ破砕機に圧力を供給して水平方向に亀裂を生じさせ、次いで、仮想垂直面H2,H3に沿って形成した孔の中に差し込んだ破砕機に圧力を供給して垂直方向に亀裂を生じさせるようにしてもよい。   In addition, when performing the rock breaking work by the static hydraulic crusher, it is not always necessary to supply pressure to all of the crushers inserted into the holes. For example, in the example shown in FIG. Pressure is applied to the crusher inserted into the hole formed along H1 to cause cracks in the horizontal direction, and then the crusher inserted into the hole formed along virtual vertical planes H2 and H3. Pressure may be supplied to cause cracks in the vertical direction.

但し、その反対に、まず垂直方向へ亀裂を生じさせ、次いで水平方向へ亀裂を生じさせた場合、水平方向に差し込んだ破砕機の拡開部に、付着基盤1の本体から分離された着生部分3の重量が作用し、拡開部が挟まれた状態となって、引き抜くことができなくなる可能性があるため、面毎に順次割岩作業を行う場合には、先に水平方向へ亀裂を生じさせ、次いで垂直方向へ亀裂が生じるような順序で行った方が良い。   However, on the contrary, when cracks are first generated in the vertical direction and then cracks are generated in the horizontal direction, the spread of the crusher inserted in the horizontal direction is separated from the main body of the adhesion base 1. Since the weight of the part 3 acts and the expanded part is sandwiched, there is a possibility that it cannot be pulled out. It is better to carry out the process in the order in which the cracks occur in the vertical direction.

また、割岩作業には、必ずしも静的油圧破砕機を用いなくても良く、形成した孔の中に楔を打ち込んだり、動的な破砕機を用いて割岩作業を行うこともできる。   Moreover, it is not always necessary to use a static hydraulic crusher for the split rock work. A wedge can be driven into the formed hole, or the split rock work can be performed using a dynamic crusher.

割岩作業によって、付着基盤の本体から切り離したサンゴ及びその着生部分は、図6に示すようなハンガー8を用いて吊り上げて運搬する。このハンガー8は、図示されているように、略垂直状態に保持される矩形枠状の本体8aと、この本体8aの下端から略水平方向へ突出した二つの足部8b,8cと、本体8aの上端から略水平方向へ突出した二つの腕部8d,8eとによって構成されている。   The coral separated from the main body of the adhesion base by the split rock work and its settled portion are lifted and transported using a hanger 8 as shown in FIG. As shown in the figure, the hanger 8 includes a rectangular frame-shaped main body 8a held in a substantially vertical state, two legs 8b and 8c protruding from the lower end of the main body 8a in a substantially horizontal direction, and a main body 8a. It is comprised by the two arm parts 8d and 8e which protruded from the upper end of the substantially horizontal direction.

足部8b,8cは、平行に保持され、各先端部は先細り形状となっている。また、腕部8d,8eも平行に保持されており、各腕部8d,8eの下面には、索具(ワイヤ等)のずれ止め用凸部9が、それぞれ所定間隔をおいて複数個ずつ形成されている。   The foot portions 8b and 8c are held in parallel, and each tip portion has a tapered shape. Also, the arm portions 8d and 8e are held in parallel, and a plurality of protrusions 9 for preventing the displacement of the rigging (wire or the like) are provided on the lower surface of each arm portion 8d and 8e. Is formed.

このハンガー8を用いてサンゴ及びその着生部分を吊り上げようとする場合、まず、海上のクレーンから吊り下げたワイヤの下端を腕部8d,8eに掛けて、海中においてハンガー8を吊り、移設対象となるサンゴの近傍までハンガー8を移動させる。次に、割岩作業によって形成した、付着基盤とサンゴの着生部分との隙間に、足部8b,8cを、先端部から少しずつ差し込んでいく。そして、足部8b,8cを十分に差し込んだら、ワイヤを少しだけ巻き上げ、足部8b,8cの上にサンゴ及びその着生部分を保持させた状態でハンガー8を吊り上げ、移設先まで、そのまま海中を移動させる。   When using this hanger 8 to lift a coral and its growing part, first hang the lower end of the wire suspended from a marine crane on the arms 8d and 8e, hang the hanger 8 in the sea, and move it. The hanger 8 is moved to the vicinity of the coral. Next, the foot portions 8b and 8c are inserted little by little from the tip portion into the gap between the adhesion base and the coral deposition portion formed by the split rock operation. Then, when the feet 8b and 8c are fully inserted, the wire is slightly wound up, and the hanger 8 is lifted with the coral and its growing portion held on the feet 8b and 8c, and it is kept in the sea until the relocation destination. Move.

尚、付着基盤から切り離したサンゴ及びその着生部分の下面側に鎖を巻き、この鎖にフックを掛け、サンゴ及びその着生部分をクレーンで吊り上げ、付着基盤近傍の海底の平坦な部分へ移動し、その後、図6に示すハンガー8を用いて吊り上げ、移設先までサンゴ及びその着生部分を移動させるようにしても良い。   In addition, a chain is wound around the lower surface of the coral separated from the adhesion base and its growing part, a hook is hooked on this chain, the coral and its growing part are lifted with a crane, and moved to a flat part of the seabed near the adhesion base. Then, it is possible to lift the coral and the part where it has grown by using the hanger 8 shown in FIG.

サンゴ付着基盤1と、その上に着生しているサンゴ2(2a〜2c)の例を示す図。The figure which shows the example of the coral adhesion board | substrate 1 and the coral 2 (2a-2c) which has settled on it. 本発明に係るサンゴの移設方法の説明図であって、付着基盤1からサンゴ2の着生部分3を切り離した状態を示す図。It is explanatory drawing of the transfer method of the coral which concerns on this invention, Comprising: The figure which shows the state which cut | disconnected the growth part 3 of the coral 2 from the adhesion base 1. FIG. 本発明に係るサンゴの移設方法の説明図であって、想定カットライン4を画定する際の作業要領の説明図。It is explanatory drawing of the transfer method of the coral which concerns on this invention, Comprising: Explanatory drawing of the operation | work point at the time of demarcating the assumption cut line 4. FIG. 想定カットライン4の平面形状が三角形である場合において形成すべき孔の一例を示す図。The figure which shows an example of the hole which should be formed when the planar shape of the assumption cut line 4 is a triangle. 想定カットライン4の平面形状が四角形である場合における孔の形成方法の説明図。Explanatory drawing of the formation method of the hole in case the planar shape of the assumption cut line 4 is a rectangle. 本発明に係るサンゴの移設方法において使用するハンガー8の斜視図。The perspective view of the hanger 8 used in the transfer method of the coral which concerns on this invention.

符号の説明Explanation of symbols

1:サンゴ付着基盤、
2,2a〜2c:サンゴ、
3,3a〜3c:着生部分、
4,4a〜4c:想定カットライン、
5:仮想三角形、
6:仮想四角形、
7,7a〜7e:孔、
8:ハンガー、
8a:本体、
8b,8c:足部、
8d,8e:腕部、
9:ずれ止め用凸部、
B:根元部分、
C:中心、
E1〜E4:仮想テーパ面、
H1:仮想水平面、
H2,H3:仮想垂直面、
L1,L2:ライン、
M:天端面、
N:仮想底点、
T,T1〜T4:頂点
1: Coral adhesion base,
2,2a-2c: Coral,
3, 3a to 3c: an epidermal part,
4, 4a to 4c: assumed cut line,
5: Virtual triangle,
6: Virtual rectangle,
7, 7a-7e: hole,
8: Hanger,
8a: body,
8b, 8c: foot,
8d, 8e: arms,
9: Protrusions for preventing slippage,
B: Root part
C: Center
E1 to E4: virtual tapered surface,
H1: Virtual horizontal plane,
H2, H3: virtual vertical plane,
L1, L2: Line,
M: top face,
N: Virtual base point
T, T1-T4: vertex

Claims (2)

サンゴ付着基盤の表面において、移設しようとするサンゴのみを取り囲むように想定カットラインを画定し、
前記想定カットラインの頂点、或いは、各辺の任意の位置からサンゴ付着基盤の内方へ向かって複数の孔をあけ、
前記孔のすべて、或いは、いくつかの孔の中に拡開手段を差し込み、孔の内径を拡げる方向へ圧力をかけて、所望の方向へ亀裂を生じさせることによって、前記サンゴ付着基盤の本体から、移設しようとするサンゴの着生部分のみを切り離し、
切り離したサンゴ及びその着生部分を吊り上げることを特徴とするサンゴ付着基盤の切り出し方法。
On the surface of the coral adhesion base, an assumed cut line is defined so as to surround only the coral to be relocated,
A plurality of holes are drilled from the apex of the assumed cut line or from the arbitrary position of each side toward the inside of the coral adhesion base,
From the main body of the coral adhesion base, by inserting expanding means into all or some of the holes and applying pressure in the direction of expanding the inner diameter of the holes to cause cracks in the desired direction. , Only cut off the coral that is going to be relocated,
A method for cutting out a coral adhesion base, characterized by lifting the separated coral and its growing part.
水平な仮想三角形或いは仮想四角形のいずれかを垂直下方向に投影した場合において、サンゴ付着基盤の表面において現れるべき線図を、想定カットラインとすることを特徴とする、請求項1に記載のサンゴ付着基盤の切り出し方法。   The coral according to claim 1, wherein when either a horizontal virtual triangle or a virtual quadrangle is projected vertically downward, a diagram that should appear on the surface of the coral adhesion base is an assumed cut line. How to cut out the adhesion base.
JP2004349935A 2004-12-02 2004-12-02 Coral adhesion base cutting method and coral lifting method Active JP4490246B2 (en)

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