JPS6056464B2 - parallel-shaped assembly block - Google Patents
parallel-shaped assembly blockInfo
- Publication number
- JPS6056464B2 JPS6056464B2 JP57117550A JP11755082A JPS6056464B2 JP S6056464 B2 JPS6056464 B2 JP S6056464B2 JP 57117550 A JP57117550 A JP 57117550A JP 11755082 A JP11755082 A JP 11755082A JP S6056464 B2 JPS6056464 B2 JP S6056464B2
- Authority
- JP
- Japan
- Prior art keywords
- block
- girder
- bolt insertion
- girder block
- insertion hole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
Landscapes
- Artificial Fish Reefs (AREA)
- Farming Of Fish And Shellfish (AREA)
Description
【発明の詳細な説明】
本発明は、Ξ種類の構成部材を夫々所要数用いることに
依り任意の段数及び列数を具えた井桁状ブロックの形成
が極めて容易に達成化されるように構成した井桁状組立
てブロックに関するものであつて、集魚用として海中に
設置する所謂魚礁ブロックとしての利用に最適とする如
く成したことを特徴とするものである。DETAILED DESCRIPTION OF THE INVENTION The present invention is configured so that formation of a cross-shaped block having an arbitrary number of stages and rows can be achieved extremely easily by using the required number of each of Ξ types of constituent members. This invention relates to a cross-shaped assembly block, and is characterized in that it is designed to be optimally used as a so-called fish reef block installed underwater to collect fish.
近来、コンクリート製の魚礁を海中に沈設して、アワビ
、ホタテ貝等の貝類の養殖、コップ、ワカメ等の種縄の
結び付け、並びに各種魚類の集魚または養魚を図ること
が盛んに行なわれている。In recent years, concrete fish reefs have been sunk into the sea to cultivate shellfish such as abalone and scallops, to tie seed ropes such as cups and wakame, and to collect or cultivate various types of fish. .
処で、在来のこの種魚礁は、例えば1.2〜1.5立方
メートルの六面体の各面に窓を形成したもの等、1つの
独立した構造を具えたものであり、地上に於て完成化さ
れた該魚礁を船で運ぶと共に海中に投下して沈没するよ
うなシステムを採るものであつた。然し乍ら、このよう
なものであると、例えば複数個投下した際に各魚礁は、
ばらばらに分布し、かつ接地姿勢も著しく整然性を欠く
ばかりでなく、魚礁自体があまり大きなものでないため
、海底の砂中に埋没したり、海流に流されたり、底曵き
魚船に引きづられたりするような問題が必然伴うことを
余儀なくされた。However, this type of native fish reef has an independent structure, such as a hexahedron of 1.2 to 1.5 cubic meters with windows formed on each side, and is completed on the ground. A system was adopted in which the transformed fish reefs were transported by boat and dropped into the sea, where they were sunk. However, with something like this, for example, when multiple fish are dropped, each reef
Not only are they scattered and their contact postures extremely irregular, but the reefs themselves are not very large, so they are often buried in the sand on the sea floor, washed away by ocean currents, or dragged by bottom trawlers. This inevitably led to problems such as:
本発明は、これを魚礁として利用した場合、上述した如
き在来魚礁とは全く異なり、多段参列に組まれた井桁状
の魚礁が形成され、かつ、在来とは異なり海中に於て組
み立てることも許容化されるものであるから、例えば養
魚場形成等一種の海中構築物として極めて大規模なる魚
礁形成が可能化されるようになし、以つて、上述した如
き在来に於ける問題点の解消化を図つたことを特徴とす
るものである。The present invention provides that, when used as a fish reef, a parallel-shaped fish reef is formed in multiple stages, which is completely different from the above-mentioned conventional fish reefs, and unlike conventional fish reefs, it can be assembled underwater. This makes it possible to form extremely large-scale fish reefs as a type of underwater structure, such as the formation of fish farms, and thus solves the problems in the conventional system as described above. It is characterized by the fact that it has been designed to
以下、本発明の構成を図面について詳細に説明する。Hereinafter, the configuration of the present invention will be explained in detail with reference to the drawings.
第1図及び第2図は本発明の一組立て形態を示したもの
であつて、本発明は第3図及び第4図に示す桁ブロック
A1第5図乃至第9図に示す連結ブロックB1並びに第
10図乃至第13図に示す接地用脚ブロックCを各所要
数用いることに依り、任意の段数、任意の列数、更に任
意の全体的外観形状を具えた井桁状ブロックの形成が極
めて容易に達成化されるように成したものである。1 and 2 show one assembly form of the present invention, and the present invention includes girder blocks A1 shown in FIGS. 3 and 4, connection blocks B1 shown in FIGS. 5 to 9, and By using the required number of grounding leg blocks C shown in FIGS. 10 to 13, it is extremely easy to form a cross-shaped block with any number of steps, any number of rows, and any overall external shape. It was created so that it would be achieved.
第3図及び第4図に示す桁ブロックAであるが、これは
所要の寸法(例えば縦200?、横1390顛、厚さ1
75T1$&等)を具えた棒状のものであり、その上面
及び下面には凹部1が形成されていると共にその両端寄
り上面及び下面には夫々連結用たる係合用条溝2,2及
び2″,2″が形成されている。第5図乃至第9図に示
す連結ブロックBであるが、これは次のように構成され
ている。The girder block A shown in Figures 3 and 4 has the required dimensions (for example, length 200mm, width 1390mm, thickness 1
75T1$&, etc.), and has a recess 1 formed on its upper and lower surfaces, and engagement grooves 2, 2 and 2'' for connection on its upper and lower surfaces near both ends, respectively. , 2'' are formed. The connecting block B shown in FIGS. 5 to 9 is constructed as follows.
3,3は正方形状を呈す基板部4の上面中央に所定間隔
Sを保つて相対向する如く立設した連結用支承片部であ
つて、該支承片部3,3の中央部にはボルト挿通用孔3
a,3aが穿設されている。Reference numerals 3 and 3 denote connection support pieces that are erected at the center of the upper surface of the square-shaped base plate 4 so as to face each other with a predetermined distance S between them. Insertion hole 3
a, 3a are drilled.
5は上記基板部4の下面にして上記支承片部3,3の間
隔Sの真下に位置する如く垂設した連結用突入片部であ
つて、その中央部には上記支承片部3,3に設けたボル
ト挿通用孔3a,3aと直交する方向にボルト挿通用孔
5aが穿設されている。Reference numeral 5 denotes a connecting protruding piece part which is vertically disposed on the lower surface of the base plate part 4 so as to be located just below the distance S between the supporting pieces 3, 3, and in the center thereof, the supporting pieces 3, 3 are connected to each other. A bolt insertion hole 5a is bored in a direction perpendicular to the bolt insertion holes 3a, 3a provided in the bolt insertion hole 5a.
尚、該突入片部5であるが、これは上記支承片部3,3
て形成する間隔S内に突入可能とする如き寸法を具えた
ものである。6,6は基板部4の上面にして前記間隔S
の前方部及び後方部に形成した桁ブ.ロック受け部であ
つて、その所要箇所には、桁ブロックAの端部下面に形
成されている既述した係合用条溝2″に突入させるため
の係止用突条6a,6aが夫々形成されている。Note that the protruding piece portion 5 is similar to the supporting piece portions 3, 3.
It has dimensions such that it can be inserted into the space S formed by. 6, 6 is the upper surface of the substrate part 4, and the distance S
Girder blocks formed on the front and rear parts of. It is a lock receiving part, and locking protrusions 6a, 6a are formed at required locations to penetrate into the above-mentioned engaging grooves 2'' formed on the lower surface of the end of the girder block A, respectively. has been done.
7,7は基板部4の下面にして上記受け部6,6と直交
する方向一に形成した桁ブロック抑止部であつて、その
所要箇所には、桁ブロックAの端部上面に形成されてい
る既述した係合用条溝2に突入させるための係止用突条
7a,7aが夫々形成されている。Reference numerals 7 and 7 denote girder block restraining portions formed on the lower surface of the base plate 4 in a direction orthogonal to the receiving portions 6, 6, and girder block restraining portions formed on the upper surface of the end portions of the girder block A at required locations. Locking protrusions 7a, 7a are respectively formed to be inserted into the above-mentioned engagement grooves 2.
尚、上記桁ブロックAに対する受け部6,6及び同抑止
部7,7は、夫々桁ブロックAをしつくりと係合させる
ような幅を具えたものである。第10図乃至第13図に
示す接地用脚ブロックCであるが、これは次のように構
成されている。The receiving portions 6, 6 and the restraining portions 7, 7 for the girder block A are each provided with a width that allows the girder block A to be engaged with the structure. The grounding leg block C shown in FIGS. 10 to 13 is constructed as follows.
8は正方形状基板部であつて、その下面は平担状に形成
されている。Reference numeral 8 denotes a square substrate portion, the lower surface of which is formed into a flat shape.
9,9は該基板部8の上面中央に所定間隔Sを保つて相
対向する如く立設した連結用支承片部であつて、該支承
片部9,9の中・央部にはボルト挿通用孔9a,9aが
穿設されている。Reference numerals 9 and 9 denote connection support pieces that are erected at the center of the upper surface of the base plate 8 so as to face each other with a predetermined distance S between them. Common holes 9a, 9a are bored.
10,10は基板部8の上面にして前記間隔Sの前方部
及び後方部に形成した桁ブロック受け部であつて、その
所要箇所には、桁ブロックAの端部下面に形成されてい
る既述した係合用条溝2″に突入させるための係止用突
条10a,10aが夫々形成されている。Reference numerals 10 and 10 denote girder block receiving portions formed on the upper surface of the base plate portion 8 at the front and rear portions of the above-mentioned interval S. Locking protrusions 10a, 10a are respectively formed to be inserted into the above-mentioned engagement grooves 2''.
尚、上記した連結用支承片部9,9及び桁ブロック受け
部10,10は、前述した連結ブロックBに設けられる
ものと同一形態を具えたものであり、結局、接地用脚ブ
ロックCは基板部8の下面を何も存在しない接地用平担
面とした以外は前述した連結用ブロックBと同一形状に
して同一寸法を具えたものである。処で、前述した連結
ブロックBに於ける係止用突条6a,6a及び7a,7
a1並びに接地用脚ブロックCに於ける係止用突条10
a,10aであるが、これは桁ブロックAに於ける係合
用条溝2,2″と結合させて該桁ブロックAの連結の安
定化を図るためのものであり、従つて、両者の凹凸係合
を逆にしても何等さしつかえないものであり、本発明は
このような形態で実施する場合もある。本発明は以上の
ような構成を有するものであつて、以下、本発明ブロッ
クの組立て手順について説明する。The above-mentioned connecting support pieces 9, 9 and girder block receiving parts 10, 10 have the same form as those provided in the above-mentioned connecting block B, and after all, the grounding leg block C is connected to the board. It has the same shape and dimensions as the above-mentioned connecting block B, except that the lower surface of the portion 8 is a flat surface for grounding. Now, the locking protrusions 6a, 6a and 7a, 7 in the above-mentioned connecting block B
a1 and the locking protrusion 10 on the grounding leg block C
a, 10a, but these are to be combined with the engagement grooves 2, 2'' in the girder block A to stabilize the connection of the girder block A. There is no problem even if the engagement is reversed, and the present invention may be implemented in such a form.The present invention has the above configuration, and the following describes how to assemble the block of the present invention. Explain the procedure.
まず、第14図に示す如く、上位側の連結ブロックBと
下位側の連結ブロックBとを90度ずらせた状態で位置
させれば、両者の桁ブロック受け部6,6と桁ブロック
抑止部7,7とが対向状態におかれることとなる。First, as shown in FIG. 14, if the upper connecting block B and the lower connecting block B are positioned 90 degrees apart, the girder block receiving parts 6, 6 and the girder block restraining part 7 of both , 7 are placed in an opposing state.
従つて、ここに桁ブロックAの端部を挾持させると共に
、上位側連結ブロックBに於ける連結用突入片部5を、
下位側連結ブロックBに於ける連結用支承片部3,3の
間隔S内に突入させ、然る後、合致状態にあるボルト挿
通用孔3a,5a,3aに対しボルトを挿通してこれを
締着させれば、桁ブロックAはその端部に形成した係合
用条溝2,2″内に上記受け部6及び抑止部7の係止用
突条6a,7aが係合すると共に、両部6,7に依る挾
着に基き確固たる連結状態に保たれることとなる(第1
5図参照)。尚、この時、上位側連結ブロックBに於け
る桁ブロック受け部6,6は、上記の如くして連結され
る桁ブロックAと直交する方向に向いているため、その
上方に90度ずらせた状態で新たな連結ブロックを上述
したと同様にして取付ければ今度は該桁ブロックAと直
角方向に新たな桁ブロックが連結されることとなる。こ
のような作業を次々と繰返すことに依り、第1図及び第
2図に示す如く所要数の桁ブロックが井桁状に組立てら
れることとなる。Therefore, the end of the girder block A is held here, and the connecting protrusion piece 5 of the upper connecting block B is held here.
The bolts are inserted into the spacing S between the connecting support pieces 3, 3 in the lower connecting block B, and then inserted into the matching bolt insertion holes 3a, 5a, 3a. When tightened, the locking protrusions 6a and 7a of the receiving part 6 and the restraining part 7 engage in the engaging grooves 2 and 2'' formed at the ends of the girder block A, and both A firm connection is maintained based on the clamping by parts 6 and 7 (the first
(See Figure 5). At this time, the girder block receiving parts 6, 6 in the upper connecting block B are oriented in a direction perpendicular to the girder block A to be connected as described above, so they are shifted 90 degrees upward. If a new connecting block is attached in the same manner as described above, the new girder block will be connected in a direction perpendicular to the girder block A. By repeating such operations one after another, the required number of girder blocks are assembled in the shape of a parallel girder as shown in FIGS. 1 and 2.
尚、接地用脚ブロックCであるが、これは第2図に示す
如く連結ブロックBの最下位に位置する如く取付け、こ
れに依り組立てられた井桁状ブロックの接地の安定化を
図るためのものである。The grounding leg block C is installed at the lowest position of the connecting block B as shown in Figure 2, and is intended to stabilize the grounding of the assembled cross-shaped block. It is.
以上詳述した本発明に依れば、これを海中に沈設する魚
礁として利用した場合、在来の六面体等独立単体的なも
のと異なり、目的に応じた所要形態、すなわち、所要の
多段多列性を具えた井桁状のブロック、または、所定海
域を棚状に区切るが如き矩形枠状に組立て養魚場の画設
等、任意形状に組立てることが出来るから、魚礁形成に
基く魚類等養殖規模が著しく拡大化され、これの全く新
しい研究開発が可能化されることとなる。更に本発明は
、桁ブロックA1連結ブロックB1脚ブロックCの三種
類を用いて組立てるように構成してあるから、構成部材
の小数性に基きその製造、組立て並びに管理作業が著し
く簡易化されると共に製造コストも著減化されることと
なる。According to the present invention described in detail above, when this reef is used as a fish reef submerged in the sea, unlike conventional hexahedrons and other independent units, it can be formed into the required shape according to the purpose, that is, the required multi-stage, multi-row structure. Because it can be assembled into any shape, such as a well-shaped cross-shaped block or a rectangular frame that divides a given sea area into shelves to establish a fish farm, the scale of aquaculture of fish based on the formation of fish reefs can be increased. It will be significantly expanded and enable completely new research and development. Further, since the present invention is configured to be assembled using three types of girder blocks A, connecting blocks B, and leg blocks C, manufacturing, assembly, and management operations are significantly simplified based on the small number of constituent members. Manufacturing costs will also be significantly reduced.
更に本発明は、桁ブロックAの固定操作を、連結ブロッ
クBの90度ずらせての相互連結及び脚ブロックCとの
連結に基く挾着に依りその固定化を図り、かつ該脚ブロ
ックC及び連結ブロックB相互の連結は夫々の挿入孔3
a,5a,9aに対し横方向からボルトを挿通締着すれ
ば事足りるように構成してあるから、その組立固定作業
は1段づつ下方から順次行なうことが許容化され、従つ
て、作業の簡易化に著しく貢献することとなり、例えは
各ブ七ツクを縦貫する如きボルトを用い縦方向から一括
的連結の固定化を図るように成した場合に生ずる組立て
作業の困難性は全く解消化されると共に、本発明は水中
での組立ても極めて容易に達成化されることとなる。Furthermore, the present invention aims at fixing the girder block A by interlocking the connecting blocks B by shifting them by 90 degrees and clamping them together based on the connection with the leg block C. Blocks B are connected to each other through their respective insertion holes 3.
Since the structure is such that it is sufficient to insert and tighten the bolts from the lateral direction to a, 5a, and 9a, the assembly and fixing work can be performed one step at a time from the bottom, which simplifies the work. For example, the difficulty of assembly work that would occur if bolts were used to vertically pass through each block to fix the connection all at once from the vertical direction was completely eliminated. At the same time, the present invention can be very easily assembled underwater.
更に本発明はこのような止着手段を採用しているから、
海中での設置状態化に於て、海底地盤の歪み、または海
流に依る押圧力等が作用した場合、上記連結部のボルト
が枢軸の如き作用を呈してこれを吸収するため、すなわ
ち、例えば水平状に組まれた桁ブロックであつても、上
記歪み等に即応してその取付け角度が自然に変化され(
ボルトを枢軸として連結ブロック自体が即応的回動を成
すため)、従つて、組立てられたブロック全体を完全な
る剛性(例えば前記の如き縦方向に一括的連結をなすボ
ルトの採用)と成した場合に生ずる海底地盤の変化に対
する即応性不能に基く倒状事故等の発生をよく回避する
こととなる。本発明は以上のように構成至簡にして卓越
した作用効果を奏するものであるから魚礁としての利用
は勿論、その他地上に於て利用する擁壁用ブロックとし
ても正に最適なものである。Furthermore, since the present invention employs such a fastening means,
When installed underwater, if distortion of the seabed ground or pressing force due to ocean currents is applied, the bolts of the connection part act like a pivot to absorb this, that is, for example, horizontal Even if the girder blocks are assembled in a shape, the installation angle will naturally change in response to the above distortion etc.
(Because the connecting block itself can quickly rotate around the bolt as a pivot), therefore, if the entire assembled block is made completely rigid (for example, by using bolts that connect all of them in the vertical direction as described above) This will effectively avoid the occurrence of accidents such as collapse due to the inability to respond quickly to changes in the seabed ground that occur. As described above, the present invention has a simple structure and exhibits excellent functions and effects, so it is ideal not only for use as a fish reef but also as a retaining wall block for use on land.
図は本発明の実施例を示すものであつて、第1図は本発
明の1組立状態を示す平面図、第2図は同上正面図、第
3図は本発明に於ける桁ブロックの平面図、第4図は第
3図に於けるX−X線断面図、第5図は本発明に於ける
連結ブロックの平面図、第6図は同上正面図、第7図は
同上底面図、第8図は同上側面図、第9図は第5図に於
けるY−Y線断面図、第10図は本発明に於ける接地用
脚ブロックの平面図、第11図は同上正面図、第12図
は同上側面図、第13図は第10図に於けるZ−Z線断
面図、第14図は本発明の組立て手順を示す説明用斜視
図、第15図は組立状態の要部を示す説明用断面図であ
る。
A・・・・・・桁ブロック、1・・・・・・凹部、2,
2″・・係合用条溝、B・・・・・・連結ブロック、3
,3・・・・・・連結用支承片部、S・・・・・・間隔
、3a,3a・・・・・・ボルト挿通用孔、4・・・・
・・基板部、5・・・・・・連結用突入片部、5a・・
・・・・ボルト挿通用孔、6,6・・・・・・桁ブロッ
ク受け部、6a,6a・・・・・・係止用突条、7,7
・・・・・・桁ブロック抑止部、7a,7a・・・・・
・係止用突条、C・・・・・・接地用脚ブロック、8・
・・・・・基板部、9,9・・・・・・連結用支承片部
、9a,9a・・・・・・ボル卜挿通用孔、10,10
・・・・・・桁ブロック受け部、10a,10a・・・
・・・係止用突条。The drawings show an embodiment of the present invention, in which Fig. 1 is a plan view showing one assembled state of the present invention, Fig. 2 is a front view of the same, and Fig. 3 is a plan view of the girder block in the present invention. Figure 4 is a sectional view taken along the line X-X in Figure 3, Figure 5 is a plan view of the connecting block in the present invention, Figure 6 is a front view of the same, Figure 7 is a bottom view of the same, 8 is a side view of the same as above, FIG. 9 is a sectional view taken along the line Y-Y in FIG. 5, FIG. 10 is a plan view of the grounding leg block according to the present invention, and FIG. FIG. 12 is a side view of the same as above, FIG. 13 is a sectional view taken along the Z-Z line in FIG. FIG. A...Girder block, 1...Recess, 2,
2″...Engagement groove, B...Connection block, 3
, 3... Connection support piece part, S... Spacing, 3a, 3a... Bolt insertion hole, 4...
... Board part, 5... Connection protrusion piece part, 5a...
... Bolt insertion hole, 6, 6... Girder block receiving part, 6a, 6a... Locking protrusion, 7, 7
...... Digit block suppression part, 7a, 7a...
・Latching protrusion, C... Grounding leg block, 8・
...Base part, 9, 9... Connection support piece part, 9a, 9a... Bolt insertion hole, 10, 10
...Girder block receiving part, 10a, 10a...
...Latching protrusion.
Claims (1)
2、2及び2′、2′を設けて成る棒状を呈する桁ブロ
ックAと、基板部4の上面の所定間隔Sを保つて相対向
しかつボルト挿通用孔3a、3aを穿つた連結用支承片
部3、3を立設すると共に、該間隔Sの前方部及び後方
部に、上記係合用条溝2′、2′に対して突入させるた
めの係止用突条6a、6aを具えた桁ブロック受け部6
、6を形成し、更に、該基板部4の下面には、上記間隔
S内に突入可能としかつ上記ボルト挿通用孔3a、3a
と合致させるボルト挿通用孔5aを該ボルト挿通用孔3
a、3aと直交する方向に穿設した連結用突入片部5を
垂設すると共に、上記桁ブロック受け部6、6と直交す
る方向に、係合用条溝2、2に対して突入させるための
係止用突条7a、7aを具えた桁ブロック抑止部7、7
を設けて成る連結ブロックBと、下面を平担面とする基
板部Sの上面形態を上記連結ブロックBと同一とする如
く成した接地用脚ブロックCとの組合せからなり、上記
各ブロックA、B、Cの所要数の連結に基き井桁状ブロ
ックを形成するようになしたことを特徴とする井桁状組
立てブロック。1. A girder block A having a rod shape and having engagement grooves 2, 2 and 2', 2' for connection on the upper and lower surfaces near both ends, respectively, and the upper surface of the base plate 4 are placed facing each other with a predetermined distance S between them. In addition, connecting support pieces 3, 3 having bolt insertion holes 3a, 3a are provided upright, and are provided at the front and rear parts of the interval S with respect to the engagement grooves 2', 2'. Girder block receiving part 6 equipped with locking protrusions 6a, 6a for plunging
.
The bolt insertion hole 5a is matched with the bolt insertion hole 3.
In order to vertically provide the connecting protrusion piece 5 which is perforated in the direction perpendicular to a and 3a, and to protrude into the engagement groove 2 in the direction perpendicular to the girder block receiving parts 6 and 6. Girder block restraining parts 7, 7 equipped with locking protrusions 7a, 7a
It consists of a combination of a connecting block B, which is provided with a grounding block B, and a grounding leg block C, which has a base plate S whose lower surface is a flat surface and whose upper surface is the same as that of the connecting block B, and each of the blocks A, A cross-shaped assembly block characterized in that a cross-shaped block is formed based on the required number of connections of B and C.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57117550A JPS6056464B2 (en) | 1982-07-06 | 1982-07-06 | parallel-shaped assembly block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57117550A JPS6056464B2 (en) | 1982-07-06 | 1982-07-06 | parallel-shaped assembly block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS596826A JPS596826A (en) | 1984-01-13 |
| JPS6056464B2 true JPS6056464B2 (en) | 1985-12-10 |
Family
ID=14714578
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57117550A Expired JPS6056464B2 (en) | 1982-07-06 | 1982-07-06 | parallel-shaped assembly block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6056464B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002360109A (en) * | 2001-06-06 | 2002-12-17 | Asahi Kasei Corp | Lattice breeding culture device and method of manufacturing the same |
| JP4914524B1 (en) * | 2011-03-31 | 2012-04-11 | 株式会社ファクト | Manufacturing method for artificial reef |
-
1982
- 1982-07-06 JP JP57117550A patent/JPS6056464B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS596826A (en) | 1984-01-13 |
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