JPS6037313A - Concrete block - Google Patents

Concrete block

Info

Publication number
JPS6037313A
JPS6037313A JP14588583A JP14588583A JPS6037313A JP S6037313 A JPS6037313 A JP S6037313A JP 14588583 A JP14588583 A JP 14588583A JP 14588583 A JP14588583 A JP 14588583A JP S6037313 A JPS6037313 A JP S6037313A
Authority
JP
Japan
Prior art keywords
cut
regular tetrahedron
block
lines
ridgeline
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.)
Granted
Application number
JP14588583A
Other languages
Japanese (ja)
Other versions
JPS6338490B2 (en
Inventor
Kenji Ishikura
建治 石倉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP14588583A priority Critical patent/JPS6037313A/en
Publication of JPS6037313A publication Critical patent/JPS6037313A/en
Publication of JPS6338490B2 publication Critical patent/JPS6338490B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/129Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

PURPOSE:To lessen damage to projections of a concrete block as well as improve the catching performance of the block by a method in which ridge lines are formed on the tops of a regular tetrahedron form by cutting off the flat and ridge portions of the block, two large recessions are formed in the ridge lines, and widewardly long recessions are formed on the other ridge lines. CONSTITUTION:A set of ridge lines not crossing each other and through holes 2 crossing each other are provided for a concrete block of regular tetrahedron form. The same sizes of faces in parallel with the bottom faces are cut off at each top of the regular tetrahedron to form flat faces A, B, C and D, and the acute angle portions of each ridge line of the regular tetrahedron are cut off to form ridge lines 1. Cut-in lines 4 are then formed by cutting the portion from the tops of two ridge lines 1 having through holes 2 to the adjacent faces of regular tetrahedron, and two large trapezoidal recessions 5 connecting the tips of the cut-in lines 4 in parallel with the edge lines 1 are formed. The other edge lines 1 are cut off at the centers into a trapezoidal form to form sidewardly long recessions 6. Projections 7 are provided to the tops of the faces 3 of regular tetrahedron to form a block.

Description

【発明の詳細な説明】 河川、港v5等の消波工に使用するコンクリートブロッ
クに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to concrete blocks used for wave-dissipating works in rivers, ports, etc.

河川、港湾等の消波工に使用するブロック (以下単に
「ブロック」と称する)は、ブロック相互がひりかかシ
易く、適当な空隙率を有し、部材が折損し難く、かつ安
定性の高いものが望まれる。特願昭和第58−6427
1号はこの目的で開発されたが、ブロック相互のひっか
かりをさらによくするだめに特願昭和第58−9323
4号が開発された。本発明はこれらをさらに改良し、ブ
ロック相互のひっかかりをよくシ、ブロックの製作を容
易にして、突起部の損傷を少なくしたものである。以下
実施例により説明する。第1図は、本発明のコンクリー
トブロック (以下単に「本ブロック」と称する)が成
形される第1過程を示すもので、まづ正四面体の互いに
平行するひと組の一幻の稜線]、+1と直交するように
横断面が円形の筒形2を貫通せしめ、正四面体の各頂部
をそれぞれ相対する底面に平行な面で一定の同じ大きさ
に切シとシ、切り口の正三角形の辺長の端から約シの各
点を結んで各稜線の鋭角部を切りとって稜線部工が成形
され、涼正四面体の頂部には六角形の平面A、B、O,
Dが成形された状態である。なおこの際筒形の横断面は
円形と限ることなく、四角形または六角形等であっても
よいこと勿論である。第2図は、本ブロックが成形でれ
る第2過程を示すもので、第1図の貫通孔を有する稜線
部に大なる台形の凹部、他の稜線部中央部には横長の台
形の凹部を成形した状態の側面図である04は貫通孔を
有する稜線部において頂部より若干内側に入った2か所
の位置から、脚接する正四面体の面3に平行に貫通孔2
 (点線で示す)の近傍まで切り込んだ線で、その先端
を該稜線部1に平行に結んで該稜線部を切りとって大な
る台形状の2個の凹部(他の1個は頂部Cの蔭になるの
で見えない)5を成形する。他の稜線部はその中央部を
横長の台形状に切シとりて凹部6を成形する。第3図は
、第3過程で完成した本ブロックの側面−で、第2図の
原正四面体の面3の頂部の面に、稜線部工Q幅の0,1
5〜0.2倍程度の厚さの若干の凸部を付した状態で本
ブロックが完全に成形される。第4図は第3図の平面図
、第5図は第3図社視図である。
Blocks used for wave dissipation works in rivers, ports, etc. (hereinafter simply referred to as "blocks") are designed to be easy to fit together, have an appropriate porosity, prevent members from breaking, and have high stability. Something expensive is desired. Special application No. 58-6427 of Showa
No. 1 was developed for this purpose, but in order to improve the mutual hooking of the blocks, patent application No. 58-9323 was applied.
No. 4 was developed. The present invention further improves these, improves the mutual catching of the blocks, facilitates the manufacture of the blocks, and reduces damage to the protrusions. This will be explained below using examples. FIG. 1 shows the first process in which the concrete block of the present invention (hereinafter simply referred to as the "main block") is formed. First, a set of parallel ridge lines of a regular tetrahedron], A cylinder 2 with a circular cross section is penetrated so as to be perpendicular to A ridgeline work is formed by connecting each point approximately xi from the end of the long side and cutting off the acute angle of each ridgeline, and on the top of the cool tetrahedron are hexagonal planes A, B, O,
D is in a molded state. In this case, the cross section of the cylinder is not limited to a circular shape, and may of course be square, hexagonal, or the like. Figure 2 shows the second process in which this block is molded, in which a large trapezoidal recess is formed in the ridgeline part with the through hole shown in Figure 1, and a horizontally elongated trapezoidal recess is formed in the center of the other ridgeline part. 04, which is a side view of the molded state, shows the through holes 2 extending parallel to the surface 3 of the regular tetrahedron in contact with the legs from two positions slightly inside the top of the ridgeline portion having the through holes.
(shown as a dotted line), tie its tip parallel to the ridgeline 1, cut off the ridgeline, and create two large trapezoidal recesses (the other one is in the shadow of the top C). (You can't see it because it looks like this) The other ridgeline portions are cut into a horizontally elongated trapezoidal shape at their central portions to form recesses 6. Figure 3 shows the side surface of the main block completed in the third process.
The block is completely molded with a slight protrusion about 5 to 0.2 times thicker. FIG. 4 is a plan view of FIG. 3, and FIG. 5 is a perspective view of FIG. 3.

本ブロックは以上説明したとおシの形状に成形されてい
るから、どちらに転りても同じ状態で静止し、重心も低
く、安定性がよい。また本ブロックの先端はどちらから
みてもV字形で2本の部拐が剛結されている形状である
から、例えは本ブロックの頂点に外力が作用したとき、
力は2本の部材に分散場れるから力学上非常に有オリで
ある。これに対し、従来の一般のブロックは突起が角状
に突出しているから1本の部拐で外力に抵抗しなけれは
ならず、そのために折損し易い原因となっていた。さら
に本ブロックは稜線部を切りとって大きな台形状の四部
5と他の稜線部の中央部を横長の台形状に切りとった凹
部6がある。ここで特願昭和第58−93234号との
大きな相異点は、該特許出願の第2〜4図に示す爪状の
突起2がないことである。爪状の突起2はブロック相互
の保合をよくするものであるが、反面このように小さな
突起は型枠をそれだけ複雑にし、しかもブロック製作の
過程においてコンクリートが壓枠の隅まで十分に回シ難
く、そのため強度が低下し、折損し易いという欠点があ
った。それを防ぐためにはブロックの製作に大きな手間
がかかることとなった。本ブロックにはこのような突起
がないために製作が容易であるばかシでなく、本ブロッ
クの多数を整積みとする場合、または乱積みとする場合
でも頂部(切り口がA、B、G、D)は互いに他の本ブ
ロックの大力る凹部5に嵌合し易く、また5は開口部が
外に向って大きく開けかつ英の深い特願昭和第58−6
427γ号および同第58−93234号のブロックを
多数&屑するとき、本ブロックの面3に相当する面と面
が接する場合が生じたときに凸部がないために係止でき
ず、ブロック相互が滑動し易、いという欠点があった。
Since this block is formed in the shape of the toshi described above, it remains in the same state no matter which way it rolls, has a low center of gravity, and has good stability. Also, the tip of this block is V-shaped when viewed from either direction, with two sections rigidly connected, so for example, when an external force is applied to the apex of this block,
Since the force is distributed between the two members, it is very important from a mechanical point of view. On the other hand, conventional general blocks have protrusions that protrude in an angular shape, so they have to resist external force with a single breakage, which makes them prone to breakage. Furthermore, this block has four large trapezoidal parts 5 cut out from the ridgeline and a concave part 6 cut out into a horizontally long trapezoidal shape from the center of the other ridgeline. The major difference here from Japanese Patent Application No. 58-93234 is that there is no claw-like protrusion 2 shown in FIGS. 2 to 4 of that patent application. The claw-like protrusions 2 are used to better secure the blocks together, but on the other hand, such small protrusions make the formwork that much more complicated, and furthermore, during the block manufacturing process, the concrete cannot be sufficiently circulated to the corners of the crock. This has the disadvantage that the strength is reduced and it is easy to break. In order to prevent this, a great deal of effort was required to produce the blocks. Because this block does not have such protrusions, it is easy to manufacture, and even when stacking a large number of blocks in an orderly manner or randomly, the top (cut ends A, B, G, etc.) D) are easy to fit into the large recesses 5 of other book blocks, and 5 has a large opening facing outward and a deep English patent application No. 58-6.
When scraping a large number of blocks of No. 427γ and No. 58-93234, when the surface corresponding to surface 3 of this block comes into contact with the surface, the blocks cannot be locked together because there is no convex part, and the blocks are mutually separated. The disadvantage was that it was easy to slide.

これに対し、本ブロックには若干の凸部があるためにブ
ロック相互が係止するから、滑動し易いという欠点はな
くなった。まだ凸部が太きいと本ブロックの頂部は凹部
5に嵌合でき々くなるばかりでなく、頂部に大なる凸部
を付すると凸部が欠は易いという欠点も生ずる。本ブロ
ックの若干の凸7は以上の欠点を除去し、凸の長所を発
(ホレ、しかも欠損し細いようにしたものである。vE
、って本ブロックはどのような積層状態の場合でも相互
に嵌合または係止してくづれ難い。まだ単体としてみた
場合でも重心が低く、シかも波浪が県申し易い犬なる凹
部5には貫通孔2があるから、例えば第2図の左から波
浪が作用したときは本ブロックを転倒させようとする力
が働くが、大量の波浪が貫通孔2を通過し、また右から
波浪が作用したときは本ブロックに対し揚圧力が働くが
、この場合も大量の波浪は貫通孔2を通過するので本ブ
ロックに作用する外力は大りに軽減されるばかりでなく
、貫通孔を通過した波浪は波浪全体を撹乱するので、本
ブロックの多数を積層するときは消波効果が尚い0
On the other hand, this block has a slight protrusion so that the blocks lock each other, eliminating the drawback of easy sliding. If the protrusion is too thick, not only will the top of the block not be able to fit into the recess 5, but if a large protrusion is attached to the top, the protrusion will easily break. The slightly convex part 7 of this block eliminates the above-mentioned drawbacks and brings out the advantages of the convex part.
, the blocks fit or lock each other and do not easily collapse in any stacked state. Even when viewed as a single unit, the center of gravity is low, and there is a through hole 2 in the concave part 5, which is easily affected by waves, so for example, when waves act from the left in Fig. 2, it is difficult to topple the block. However, when a large amount of waves pass through the through hole 2, and when waves act from the right, an uplift force will be applied to this block, but in this case too, a large amount of waves will pass through the through hole 2. Not only is the external force acting on this block greatly reduced, but the waves that pass through the through holes disturb the entire wave, so when many blocks are stacked, the wave dissipation effect is still zero.

【図面の簡単な説明】[Brief explanation of drawings]

第1図・・φ本ブロックの第1成形過程図、第2図・・
−同第2成形過程の側面図、第3図・・0本ブロックの
側面図、 第4図轡−・平面図、 第5図9・・拡大斜視図。 1・・・稜線、 1・・・稜線部、2・・・貫通孔、 
3・・・面、 4・・・切り込み線、5.6・・・凹部
、7@・・凸。 A、B、O,D−@拳頂部の切シロ。 特許出願人 石 倉 建 治 寧 5 霞
Figure 1: Diagram of the first forming process of the φ main block, Figure 2...
- Side view of the second forming process, Fig. 3 - Side view of the zero block, Fig. 4 - Plan view, Fig. 5 - Enlarged perspective view. 1... Ridge line, 1... Ridge line part, 2... Through hole,
3... Surface, 4... Cut line, 5.6... Concave, 7@... Convex. A, B, O, D-@Kirishiro at the top of the fist. Patent applicant: Ken Ishikura 5 Kasumi

Claims (1)

【特許請求の範囲】[Claims] 正四面体の互いに平行するひと組の一対の稜線と直交す
るように横断面が四角形、六角形、または円形等の筒形
を貫通せしめ、正四面体の各頂部をそれぞれ相ヌlする
底面に平行な面で一定の同じ大きさに切りとり、切υ口
の正三角形の辺長の端から約 し、の各点を結んで各稜
線の鋭角部を切りとυ、かつ貫通孔を有する稜線部は頂
部よシ若干内側の2か所の位置から、隣接する正四面体
の面3に平行に貫通孔の近傍まで切υ込み、その先脂を
該稜線部に平行に結んで該稜線部を切りとって大なる台
形状の2・個の凹部を成形し、他の稜線部はその各中央
部を横長の台形状に切υとシ、さらに原正四面体の面3
の頂部の面に若干の凸をもたせることを特長としたコン
クリートブロック。
A cylinder whose cross section is square, hexagonal, or circular is passed through so as to be orthogonal to a pair of parallel ridge lines of a regular tetrahedron, and each top of the regular tetrahedron is connected to a bottom surface that is mutually null. Cut to the same size on parallel planes, measure from the end of the side length of the equilateral triangle at the opening, connect the points of , cut the acute angles of each ridgeline, and make the ridgeline part with a through hole. Cut υ from two positions slightly inside from the top to the vicinity of the through hole parallel to the surface 3 of the adjacent regular tetrahedron, tie the end of the cut in parallel to the ridgeline part, and then cut the ridgeline part. Cut out and form two large trapezoidal concave parts, and cut the other ridgeline parts into horizontally elongated trapezoidal shapes at their center parts, and then form 3 sides of the original tetrahedron.
A concrete block characterized by a slight convexity on the top surface.
JP14588583A 1983-08-10 1983-08-10 Concrete block Granted JPS6037313A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14588583A JPS6037313A (en) 1983-08-10 1983-08-10 Concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14588583A JPS6037313A (en) 1983-08-10 1983-08-10 Concrete block

Publications (2)

Publication Number Publication Date
JPS6037313A true JPS6037313A (en) 1985-02-26
JPS6338490B2 JPS6338490B2 (en) 1988-08-01

Family

ID=15395298

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14588583A Granted JPS6037313A (en) 1983-08-10 1983-08-10 Concrete block

Country Status (1)

Country Link
JP (1) JPS6037313A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6896445B1 (en) * 2004-01-05 2005-05-24 Eric Engler Modular artificial reef, sea wall and marine habitat
US8011902B2 (en) 2006-03-28 2011-09-06 Denso Corporation Drive control device of fuel pump
WO2012051984A3 (en) * 2010-10-18 2012-07-05 Stiftung Alfred-Wegener-Institut Für Polar- Und Meeresforschung Artifical habitat in polyhedron form for crustaceans, and use
EP1953813A3 (en) * 2007-01-30 2017-09-06 Semiconductor Energy Laboratory Co., Ltd. Semiconductor device and method of manufacturing the same

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01282992A (en) * 1988-05-09 1989-11-14 Matsushita Electric Ind Co Ltd Acoustic image equipment
JPH02123137U (en) * 1989-03-20 1990-10-09
JPH07281682A (en) * 1994-04-11 1995-10-27 Nagao Yuasa Karaoke music selection system

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS499724Y1 (en) * 1968-08-26 1974-03-07
JPS5032743A (en) * 1973-07-26 1975-03-29

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS499724Y1 (en) * 1968-08-26 1974-03-07
JPS5032743A (en) * 1973-07-26 1975-03-29

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6896445B1 (en) * 2004-01-05 2005-05-24 Eric Engler Modular artificial reef, sea wall and marine habitat
US8011902B2 (en) 2006-03-28 2011-09-06 Denso Corporation Drive control device of fuel pump
EP1953813A3 (en) * 2007-01-30 2017-09-06 Semiconductor Energy Laboratory Co., Ltd. Semiconductor device and method of manufacturing the same
WO2012051984A3 (en) * 2010-10-18 2012-07-05 Stiftung Alfred-Wegener-Institut Für Polar- Und Meeresforschung Artifical habitat in polyhedron form for crustaceans, and use

Also Published As

Publication number Publication date
JPS6338490B2 (en) 1988-08-01

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