JPS60148909A - Wave dissipation and foot protection block - Google Patents
Wave dissipation and foot protection blockInfo
- Publication number
- JPS60148909A JPS60148909A JP548184A JP548184A JPS60148909A JP S60148909 A JPS60148909 A JP S60148909A JP 548184 A JP548184 A JP 548184A JP 548184 A JP548184 A JP 548184A JP S60148909 A JPS60148909 A JP S60148909A
- Authority
- JP
- Japan
- Prior art keywords
- base
- block
- blocks
- legs
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】 （産業上の利用分野） 本発明は海や河川、湖沼の商都や港湾、漁港。[Detailed description of the invention] (Industrial application field) The present invention applies to commercial cities, ports, and fishing ports on the sea, rivers, and lakes.
海岸等の水中構造物の基盤、捨石マウンド等に敷設して
高波侵蝕による決壊、流出等を直重するために使用され
る消波・根固めブロックに関するものでわる。This applies to wave-dissipating and foot protection blocks that are used to lay on the foundations of underwater structures such as coasts, rubble mounds, etc., to directly absorb collapses and runoff caused by high-wave erosion.
（従来技術） 従来、海底、河川底にブロックを敷設して。(Conventional technology) Traditionally, blocks are laid on the seabed or riverbed.
ブロックで被覆した海底、河川Ｉ戊を保目澁し、または
ブロック上を流れる水の勢を弱めることにより、その周
辺にあるｔ互助等を保ｌ涙する方法がとられている。A method is used to protect the seabed and rivers covered with blocks, or to weaken the force of water flowing over the blocks, thereby protecting the surrounding areas.
しかし、従来のこの神のブロックは、一つのブロックに
対し、はとんど敷設方向が決められているので、ブロッ
クの敷設が煩雑であった。However, with conventional God blocks, the laying direction for each block is almost always determined, making it complicated to lay the blocks.
（発１刃の目的）
本発明は、恨固めブロックとして、または消波ブロック
として使用できる消波・根固めブロックで、根固めに使
用するときは比較的自由な方向性の覧とに目的ＩＭ所に
放謹することができ。(Purpose of the first blade) The present invention is a wave dissipation/root protection block that can be used as a grudge consolidation block or a wave dissipation block.The purpose of the present invention is to provide a relatively free directional view when used for root consolidation. You can do whatever you want.
捷た消波ブロックとして１吏））ｊｉるときはブロック
の方向を変更するｆｃＩｒＪで、１」的に応じｔ消波能
力を発揮することができる消波・１尺固めブロックを提
供することを目的とする。As a wave-dissipating block, we aim to provide a wave-dissipating block that can exhibit the wave-dissipating ability depending on the situation, by changing the direction of the block when moving. purpose.
（発明の構成）
本発明は、上記目的を達成するために、六角形の基板と
、基板の中心に設けられた表裏にぼ通する孔と、基板の
裏面に前記孔を取囲んで９０°間隔で突設された四本の
脚部と、基板の表面に前記孔を挟んで突設した二本また
は四本の脚部とからなり、基板の側面と各一部の外側面
とは同一平面で形成され、各一部の基板の中心に向く面
は傾斜しており、しかも各脚部の高さは略同−であるこ
とを特徴とするものである９以上の構成とすることによ
って、本発明のブロックを根固めに使用するときは、六
角形の各側面を相互につき合せることにより、六角形の
範囲に赴いて自由に・放膜することができ、糖だ。(Structure of the Invention) In order to achieve the above object, the present invention includes a hexagonal substrate, a hole provided in the center of the substrate that passes through the front and back sides, and a 90° angle surrounding the hole on the back side of the substrate. It consists of four legs protruding at intervals, and two or four legs protruding from the surface of the board across the hole, and the side surface of the board and the outer surface of each part are the same. By having a structure of 9 or more, which is formed of a flat surface, the surface facing the center of each part of the board is inclined, and the height of each leg part is approximately the same. When the block of the present invention is used for root hardening, the sides of the hexagon are brought into contact with each other, so that the hexagonal area can be freely spread and covered with sugar.
ビ肖波フ゛ロックとして（重用するときは、）゛ロック
全水平方間に回転することによシ、ブロックの上面に突
設さｆ′Ｌｆｃ二本ｉたは四本の脚部を、波または川流
、潮流の方向に対して７ｗ４１部のポリ合いを変更する
ことにより、水の抵抗を多くしたり、少くしたりするこ
とにより消波または水流等の調節を行り。As a wave block (when used seriously), by rotating the block horizontally, the two or four legs protruding from the top of the block can be used as a wave or wave block. By changing the polygon of the 7w41 part in relation to the direction of river currents and tidal currents, it is possible to adjust wave dissipation or water flow by increasing or decreasing water resistance.
（火 施 タリ） す、−ド１本糸明の実施同を図面と埃に、況明する。(Tuesday) The details of the implementation of the single-thread method will be explained with reference to the drawings and details.
その全体をコンクリートｔたは鉄筋コンクリートにより
成形しである。７′ロツクの基板１け適仔の厚さのある
ＩＥ八へ用！の板状１＋であるう基板１の中心には、そ
の成果に貝通する四角形の孔２が穿設されている。基板
１の表装部には、夫々四本の脚ｔＸ１≦３．３，３，３
、４，４，４．４が突設されている。各脚８Ｉ５３，
４は孔２を１４５！囲んで、中心に対し９００間隔で配
＋ｍさＪＬでいるっそＩ７て各一部３，４は同じ商さで
、略截頭肉Δ１を状をしており、その−１１すは基板１
の側面Ｖこつづ自乗１ぼ而１ａを形成し、その四側は四
用の・比２に向って傾斜＋Ｍｉ Ｉ ｂを形成している
。The entire structure is made of concrete or reinforced concrete. For use with IE8, which has a thickness of one 7' lock board! A rectangular hole 2 is bored in the center of the substrate 1, which is a plate-like plate 1+, through which the resultant shell passes. The mounting part of the board 1 has four legs tX1≦3.3, 3, 3, respectively.
, 4, 4, 4.4 are provided protrudingly. Each leg 8I53,
4 is hole 2 145! The parts 3 and 4 are of the same quotient and have approximately the shape of a truncated wall Δ1, and the -11 part is the same as the substrate 1.
The side surface V forms a square 1 1 a, and its four sides form an inclination +Mi I b toward the ratio 2 of 4.
＄、畏に形成されるＩｌａノ？ト而１面）、ｌｂのなす
角αは略９０°である。$, Ilano formed in fear? 1), the angle α formed by lb is approximately 90°.
本ヅら明のブロックＡは、ぞの基板が止へ用形の板状体
なので、ブロックのｌｌｌ１１面をニー１ｔＪｆｆｌに
Ｍ ｈＪ（する状態で配列することかで・き、その表裏
に突設された）脚部３，４と、その中央に設けられた孔
２とは、ブロックＡの表裏の水の流速差を小さくするこ
とができ、これによつ・て揚力を減じ。Since the block A of this work is a plate-shaped board with a stopper shape, it is possible to arrange the blocks so that the lll11 faces are aligned with the knees 1tJffl, and there are protrusions on the front and back sides of the blocks. The leg portions 3 and 4 and the hole 2 provided in the center of the block A can reduce the difference in flow velocity of water between the front and back sides of the block A, thereby reducing the lift force.
ブロック設置ａの安定性同一ヒが期待できる。The same stability of block installation a can be expected.
ブロックの中央の孔２は、ブロックＡ （Ｄ Ｊ搬。Hole 2 in the center of the block is for block A (DJ).
敷設のときの吊上げ下しのワイヤーまたは治具の仲人孔
となる。Serves as an intermediary hole for lifting and lowering wires or jigs during installation.
また１本発明のブロックＡは１．；ｆ：の基板ｌがＩＥ
八へ形なので、一つの角は１３５°となり、ＪＩＩ！搬
等の場合に破償を少くすることができる９更にま）ｃ１
本発明のブロックＡはその製造方法に利点があるっすな
わち、四本の脚部３または４と、基板１の一部を形成す
る金）Ｊを二個合せ型として作れば、ブロックＡの構成
−ヒア／ターカットとか突部々か成形後の離型に阻害と
なるｊｆｌｆ分がないので、製造が極めて容易となる。Furthermore, the block A of the present invention is 1. ;f:'s board l is IE
Since it is an octagonal shape, one angle is 135°, so JII! 9) c1 which can reduce the cost in case of transportation, etc.
The block A of the present invention has an advantage in its manufacturing method. That is, if the four legs 3 or 4 and the gold J forming a part of the substrate 1 are made as a two-piece assembly, the structure of the block A can be - Manufacturing is extremely easy because there are no hears/turcuts or protrusions or jflf parts that impede release from the mold after molding.
本発明の曲の実施例を第５１凶〜第８図と共に説明する
っ前の実施例と同一または類似の哨戒要素については同
−査号を付す。Embodiments of the music according to the present invention will be described with reference to FIGS. 51 to 8. Patrol elements that are the same or similar to the previous embodiments are designated by the same symbol.
この実施例が、前の実施例と相４ｒ２５ところは、基板
１の表面１１１ｊｌに位ｎ−ｆｆ１ するＩｉ″一部３
の故が柑１省することである。This embodiment differs from the previous embodiment in phase 4r25, except that the surface 111jl of the substrate 1 has a position n-ff1 Ii'' portion 3
The reason is to omit one citrus.
本発明のブロックは以ヒの１４１７ ＋１ｖ’、からな
るものであるから、第９１．＜１に／ドｒよりに、ブロ
ックのト面紫Ｆにして、かつブロックのＱ、ｉバ１５の
突１１Ｊシた１ｌＩｌ１面が前後左右方向に相ｑＫ剪合
するようにして、ブロックを目的池に配列敷設すること
ができる。Since the block of the present invention consists of the following 1417 +1v', the 91st. < 1 / do r, make the top side of the block purple F, and make the block Q, i bar 15 protrusion 11J side 1lIl1 side qK shear in the front, back, left and right directions, and make the block the target. An array can be laid in a pond.
また、第１０図に示す、Ｌ″：）ｖｃ、 、ブロックの
Ｆ而をドにして、かつブロックの咽ｊ部の突出した（ｌ
Ｉ＋Ｊ而が左右方向に相屹ＶＣ１！ｌＩｊ合してブロッ
ク列を作り、フロック列に形成される四ｄ１（に入り込
むようにして、曲のブロック列を配列敷設してゆくこと
もＣ！！！る。。In addition, as shown in FIG.
I+J and the left and right sides are VC1! It is also possible to arrange and lay out the block rows of the song by combining lIj to form a block row and inserting them into the four d1 (formed in the flock row.
史ニ擾だ、斗ブロックの１）！４１部の１α１ｄを変え
て配列敷設することができる。ｒ４Ｈ１１凶ｅ１その一
列ケ示ｒもので、一種類のブロックｔよ脚部が丘下左右
方同に位＋ｉするように被設−？ｈ、この曲に他の種類
のブロックは、ＨｔａＳがす１めに交叉する方向に位１
ｄするようにして敷設さｈ−′Ｃいる。It's history, Dou block 1)! The array can be laid by changing 1α1d of 41 parts. r4H11E1 The one row is shown, and it is one type of block T. The legs are placed in the same position on the left and right sides of the bottom of the hill. h, other types of blocks in this song are placed in the direction where HtaS first intersects.
It is laid out in such a way that h-'C.
以ヒのようにして敷設できるブロック群Ｂは。Block group B can be laid as shown below.
第１２図に示すように５港／４構築物の護岸基礎捨石３
０の面に沿って敷設され、消波と根固めの目的を達成す
る。As shown in Figure 12, foundation rubble stones for 5 ports/4 structures 3
It is laid along the 0 plane to achieve the purpose of wave dissipation and root consolidation.
第１３図に示すものは、ケーソン３１（Ｄ基礎捨石３０
に沿って敷設され、根固めと潮流の減殺の目的を達成す
る。The one shown in Fig. 13 is a caisson 31 (D foundation rubble 30
It is laid along the river to achieve the purpose of root hardening and tidal flow reduction.
第１４図は、海岸、？ｇＴ岸等の傾斜部の護岸根固め工
として敷設した場合を示したものである。Figure 14 shows the coast, ? This figure shows the case where it is installed as a revetment work on sloped areas such as gT banks.
第１５図は、酪岸現丁として敷設したものであるが、ブ
ロック群Ｂは層積された状態で敷設される。敷設の方法
としては、 ＭｌＢ図に示すように、隣接したブロック
Ａ、Ａの１ｉｆ１１部３，３を跨ぐようにして他のブロ
ックにを積、トげると良い。第１６図に示すようにブロ
ックを層積した場合、下層のブロックと上Ｉ―のブロッ
クとの間に間隙５が形成され、この間隙５はブロックに
働く揚力の減少に役立つことになる。In Fig. 15, the blocks are laid as Rakugishi, but block group B is laid in a stacked state. As a method of laying it, as shown in the MIB diagram, it is best to stack it on other blocks so as to straddle the 1if11 parts 3 and 3 of adjacent blocks A and A, and then tow it. When blocks are stacked in layers as shown in FIG. 16, a gap 5 is formed between the lower block and the upper block, and this gap 5 serves to reduce the lifting force acting on the blocks.
（幼 米）
本発明は別記の構成からなるものであるからブロックの
一数の脚で１表裏を通る水６１ｅを１り１１害し、中央
の孔との協同により、ブロックに１動く揚力を極力減じ
、安′老した根固めブロックとしての載面（ｉｌ−発憚
し、また、へ角形の範囲において自由に方向を変えて、
相〃に嘴片して敷設することができるので作業ｎＨ率を
向ヒーすることができ、史に消波ブロックとして使用す
る１局合は。(Young rice) Since the present invention has the configuration described separately, one number of legs of the block can be used to impair the water 61e passing through the front and back sides, and in cooperation with the hole in the center, the lifting force that moves the block by one can be as much as possible. The mounting surface (il-explosion) as a weakened and aged foot protection block, and the direction can be changed freely within the hexagonal range,
Since it can be laid with a beak on top of the phase, the working nH rate can be reduced, and it has been used as a wave-dissipating block for some time.
波または潮流、７町流の方向に対し、 １１４１部の［
有］り合イを、ブロックを・１り平方向に回転すること
により種々選択することがで鳶、達、−ｃはブロックを
ｔ責み市ｔコることにより、 ７１（の抵抗を多くした
り、少くしたりして同一４＊類のブロックにも拘らず、
消波まだは水ｒ１１停のｊｉＬｊ ＋ｉ？＋倉行りこと
ができる。For the direction of waves or currents, 7 town currents, 1141 parts [
By rotating the block horizontally, you can select various resistances. By rotating the block, you can increase the resistance of 71 ( Even though the blocks are of the same 4* class,
Wave dissipation still water r11 stop jiLj +i? +You can go to the warehouse.
４ａ １１”ｆｆｌ ｋま不発りｊのブロックのに面図
、第２図−゛よ第１図の１ヒ面図、第３図はｔル１１イ
ＩＡ−Ａ、褌に沿うｖａｒ面図ｔ ＃８４ ）’ａｖ？
＋＋ １１ｇｌフロックのｒ」ｆｉ’ｆ ｆＭ図、４！
５図ｉｄ本元１！ＩＪの他の表１ｊ市１／ＩＪのト面図
、第６図は第５図のｌＥ面図、４に７図は第５図Ａ−Ａ
線に１行う断面図、第８図は巣５図。斜ｉ図、４９図〜
４１１図は本元明ブロックの敷設方法を示゛ｒ−ＩＬ面
図、第１２図〜第梗図は本発明ブロックの被設ノ易所に
おける敷設方法を示す縦断面図、４１６１図は本発明ブ
ロックを隣組ねた状態を示す断面図である。
Ａ・・・ブロック １・・基 板
２・・・孔 ３，４・・・脚 部
１ａ・・・垂直向 １ｂ・・冒頃斜面
特許出仙人 東洋建設株式会社
牙９図
牙１０図
才１１図
才１２図
才１３図
牙１４図
ツー １６図
Δ′4a 11"ffl k A side view of the block of unexploded j, Figure 2-1 is a side view of Figure 1, Figure 3 is a 11" IA-A, var side view along the loincloth. #84)'av?
++ 11gl flock r”fi’f fM diagram, 4!
5 figure id original 1! Other tables of IJ 1j city 1/IJ top view, Figure 6 is the 1E side view of Figure 5, Figures 4 to 7 are Figure 5 A-A
A cross-sectional view taken along the line, Figure 8 is Figure 5 of the nest. Oblique figure i, figure 49~
Fig. 411 is an r-IL side view showing the method of laying the blocks of the present invention, Figs. FIG. 3 is a sectional view showing a state in which blocks are stacked next to each other. A... Block 1... Substrate 2... Hole 3, 4... Leg part 1a... Vertical 1b... Early slope patented Sennin Toyo Construction Co., Ltd. Figure 12 Figure 13 Figure Fang 14 Figure Two 16 Figure Δ'
Claims (1)
に貫貞する孔と、基板の裏面１ｃ ｆａｔ）配孔を取囲
んで９０°間隔で突設された四本の脚部と。 基板の表面に前記孔を挟んで突設した二本または四本の
脚部とからなシ、基板の側面と各脚部の外ｌｌｌ１面と
は同一平面で形成され、各脚部の基板の中１１ノに向く
面は傾斜しており、しかも各脚部の高さは略同−である
ことを特徴とする消波・根固めブロック。[Scope of Claims] 11) A rectangular substrate, a hole penetrating the front and back sides provided at the center of the substrate, and four holes projecting at 90° intervals surrounding the rear surface of the substrate. With the legs of the book. There are two or four legs protruding from the surface of the board with the hole in between, and the side surface of the board and the outer surface of each leg are formed on the same plane, and the sides of the board of each leg are A wave-dissipating/foot protection block characterized in that the surface facing the middle 11th slope is inclined, and the height of each leg is approximately the same.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP548184A JPS60148909A (en) | 1984-01-14 | 1984-01-14 | Wave dissipation and foot protection block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP548184A JPS60148909A (en) | 1984-01-14 | 1984-01-14 | Wave dissipation and foot protection block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60148909A true JPS60148909A (en) | 1985-08-06 |
| JPS6355564B2 JPS6355564B2 (en) | 1988-11-02 |
Family
ID=11612432
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP548184A Granted JPS60148909A (en) | 1984-01-14 | 1984-01-14 | Wave dissipation and foot protection block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60148909A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000017453A1 (en) * | 1998-09-18 | 2000-03-30 | Kweon Hyuck Min | A middle armor block for a coastal structure and a method for placement of its block |
| CN101892651A (en) * | 2010-07-06 | 2010-11-24 | 武汉大学 | Hollow round platform bank protection structure |
| FR3068716A1 (en) * | 2017-07-10 | 2019-01-11 | Artelia Eau Et Environnement | ARTIFICIAL FOOT BLOCK FOR ROTATION |
| ES2885772A1 (en) * | 2020-06-11 | 2021-12-15 | Univ Cordoba | STACKABLE MODULAR ELEMENT FOR DAM CONSTRUCTION (Machine-translation by Google Translate, not legally binding) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR102127579B1 (en) | 2018-12-31 | 2020-06-26 | 에스케이씨 주식회사 | Film for laminating glasses, laminated glasses comprising of the same and vehicle comprising of the same |
| KR102156988B1 (en) | 2018-12-31 | 2020-09-16 | 에스케이씨 주식회사 | FILM FOR LAMINATING GLASSES, METHOD FOR PREPARING THE SAME, LAMINATED GLASSES Comprising of the same AND VEHICLE Comprising of the same |
| KR102211735B1 (en) | 2019-01-10 | 2021-02-02 | 에스케이씨 주식회사 | Film for laminating glasses, laminated glasses comprising of the same and vehicle comprising of the same |
-
1984
- 1984-01-14 JP JP548184A patent/JPS60148909A/en active Granted
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000017453A1 (en) * | 1998-09-18 | 2000-03-30 | Kweon Hyuck Min | A middle armor block for a coastal structure and a method for placement of its block |
| AU742023B2 (en) * | 1998-09-18 | 2001-12-13 | Hyuck-Min Kweon | A middle armor block for a coastal structure and a method for placement of its block |
| US6508042B1 (en) | 1998-09-18 | 2003-01-21 | Hyuck-Min Kweon | Middle armor block for a coastal structure and a method for placement of its block |
| CN101892651A (en) * | 2010-07-06 | 2010-11-24 | 武汉大学 | Hollow round platform bank protection structure |
| FR3068716A1 (en) * | 2017-07-10 | 2019-01-11 | Artelia Eau Et Environnement | ARTIFICIAL FOOT BLOCK FOR ROTATION |
| WO2019012217A1 (en) * | 2017-07-10 | 2019-01-17 | Artelia Eau Et Environnement | Defence structure for a maritime or river structure |
| ES2885772A1 (en) * | 2020-06-11 | 2021-12-15 | Univ Cordoba | STACKABLE MODULAR ELEMENT FOR DAM CONSTRUCTION (Machine-translation by Google Translate, not legally binding) |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6355564B2 (en) | 1988-11-02 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |