JPH0585688B2 - - Google Patents
Info
- Publication number
- JPH0585688B2 JPH0585688B2 JP14161089A JP14161089A JPH0585688B2 JP H0585688 B2 JPH0585688 B2 JP H0585688B2 JP 14161089 A JP14161089 A JP 14161089A JP 14161089 A JP14161089 A JP 14161089A JP H0585688 B2 JPH0585688 B2 JP H0585688B2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- wave
- block
- waves
- column
- 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 - Lifetime
Links
- 238000010276 construction Methods 0.000 description 3
- 239000013535 sea water Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 241000238631 Hexapoda Species 0.000 description 1
- 230000002238 attenuated effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 235000015170 shellfish Nutrition 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Revetment (AREA)
Description
【発明の詳細な説明】
「産業上の利用分野」
本発明は、海岸、河川等の堤防や護岸の消波
工、港湾の防波堤や繋船岸を多数のブロツクを並
列したり積上げて築造することを特徴とした消波
ブロツクである。[Detailed Description of the Invention] "Industrial Application Field" The present invention is applicable to the construction of wave dissipators for embankments and seawalls on coasts and rivers, breakwaters and moorings in ports, by arranging or stacking a large number of blocks. This is a wave-dissipating block featuring the following.
「従来の技術」
従来のこの種のものは、例えば、四脚、六脚、
中空三角等のブロツクや、直立壁体の防波堤が存
在している。``Prior art'' This type of conventional technology includes, for example, quadrupeds, hexapods,
There are hollow triangular blocks and breakwaters with vertical walls.
「発明家解決しようとする課題」
前記の四脚、六脚、中空三角ブロツク等のもの
は、これらを並列したり、積上げたりして防波堤
を形成するものであるが、これは堤幅が大きくな
り利用水域が狭まる。また、直立壁体の防波堤で
あるが、これは波のエネルギをよく反射するので
防波堤の内側を静穏に維持し、船舶や湾内施設の
保全を図ることができるが、外側は波を反射する
ので、少しも静まることがないし、湾内の海水が
停滞し汚濁し易い不都合がある。``Problem to be solved by the inventor'' The above-mentioned four-legged, six-legged, hollow triangular blocks, etc. are used to form breakwaters by arranging them in parallel or stacking them up, but the width of the breakwater is large. As a result, the usable water area becomes narrower. In addition, a breakwater with an upright wall reflects wave energy well, so the inside of the breakwater can be maintained calmly and protect ships and bay facilities, but the outside reflects waves. , it never calms down at all, and the seawater in the bay tends to stagnate and become polluted.
「課題を解決するための手段」
そこで本発明は、前記の不都合を解消するため
に提案されたものであつて、その構成は、板体の
下面中央に柱体を設け、その板体と一定の間隔を
おいて四隅に向つて板状部を設け、板体に上下に
通じる貫通孔を、板状部に横孔を設け、板体の両
側に凹部を形成したものであつて、これを施工す
るには、第5図に示したように、消波堤の設置を
希望する位置に多数の板体の側面を互いに突合わ
せて並列、または数段積上げて施工するものであ
る。そのようにすることによつて、波浪は先ず正
面から内部に入り、そして内部にある柱体によつ
て左右に分かれたり、前方の貫通孔または板状部
の横孔に抜けたり、柱体の後方からブロツクの後
方の横孔、または後方ブロツクに抜けたり、後方
の貫通孔、板状部の横孔に抜けたりする抵抗や、
隣接ブロツクから抜けてきた波浪と激突したり、
ブロツクの内部の壁面との摩擦抵抗等によつて、
外海からの波のエネルギーを消散することによつ
て、ブロツクの揚圧力を減退させ、安定性よく
し、消波堤の波の反射率を低くし、消波堤の内側
を静穏にし船舶や湾内施設の保全を図るものであ
る。"Means for Solving the Problems" Therefore, the present invention was proposed to solve the above-mentioned inconvenience, and its structure is such that a column is provided at the center of the lower surface of the plate and A plate-shaped part is provided toward the four corners at an interval of To construct the wave breakwater, as shown in Fig. 5, a large number of plates are placed in parallel or stacked in several stages with their side surfaces butted against each other at the desired location. By doing so, the waves first enter the interior from the front, and then split into left and right sides by the column inside, or pass through the front through hole or the horizontal hole of the plate, or the wave enters the interior from the front. Resistance from the rear to the rear horizontal hole of the block, to the rear block, to the rear through hole, to the horizontal hole of the plate-shaped part,
Collision with waves coming from adjacent blocks,
Due to frictional resistance with the inner wall of the block, etc.
By dissipating the energy of waves from the open sea, the uplift force on the block is reduced, improving stability, lowering the wave reflection rate of the breakwater, and making the inside of the breakwater calm and safe for ships and the bay. This is to preserve the facility.
次にその構成を図面について説明する。1は板
体であつて、一定の厚さを有している。2は、板
体の下面中央に一体に設けられた柱体2である。
3は、柱体2と一定の間隔を設けて四隅に向かつ
て、板体1と一体に設けた板状部である。4は、
板体1の前後に設けた貫通孔である。5は、板状
部3に設けられた横孔てある。6は、板体1の両
側に設けられた凹部である。 Next, the configuration will be explained with reference to the drawings. 1 is a plate and has a constant thickness. 2 is a column 2 that is integrally provided at the center of the lower surface of the plate.
Reference numeral 3 denotes a plate-like portion that is integrally provided with the plate body 1 and facing toward the four corners at a constant interval from the column body 2. 4 is
These are through holes provided at the front and rear of the plate body 1. 5 is a horizontal hole provided in the plate-like portion 3. Reference numeral 6 indicates recesses provided on both sides of the plate body 1.
「作用」
本発明は前記のような構造であるので、これを
施工するには、第5図に示したように、例えば港
湾の希望する位置に、多数のブロツクを一段また
は数段、板体1の側面に凹部6を設けた部分を互
いに接して積上げて施工するものである。``Function'' Since the present invention has the above-described structure, in order to construct it, as shown in FIG. The construction is carried out by stacking the parts having the recesses 6 on the sides of the parts 1 in contact with each other.
「発明の効果」
本発明は前記のような構成であるので、押し寄
せてきた波浪は、第1図、第2図の矢印で示した
ように、ブロツクの前方の開放している板状部
3,3間より内部に誘導し、奥行方向はテーパ形
になつているので先ずこれに激突してエネルギー
が減衰され、次いで内部の柱体2に激突し、そし
て左右に分かれて後部の板上部3,3に激突した
り、横孔5より抜けたり、横孔5より抜けた波浪
は、隣接のブロツクの横孔5より抜けた波浪や、
上下より通過してきた波浪と激突してエネルギー
は減退するし、一部は板体1の貫通孔4や凹部6
より上部に抜けて、上部より流下してくる波浪と
激突して交錯して乱流となつてエネルギーは減退
して完全に消去されるので、港湾内部を静穏にし
て船舶の安全航行や湾内施設を保全することがで
きるし、また、板体1に設けた貫通孔4によつて
ブロツクの揚圧力を減退してブロツクの滑動を防
止したりして強固な消波堤を構成することができ
るし、堤内外側の海水交流を促しブロツクを積み
上げた内部は魚貝等の魚礁としても役立つ等の効
果を奏するものである。``Effects of the Invention'' Since the present invention has the above-described configuration, the waves that come rushing in are directed toward the open plate-like portion 3 at the front of the block, as shown by the arrows in FIGS. 1 and 2. , 3, and is tapered in the depth direction, so it first collides with this and the energy is attenuated, then collides with the internal column 2, and then splits into the left and right parts and hits the rear plate upper part 3. , 3, passing through the horizontal hole 5, or passing through the horizontal hole 5.
The energy is reduced by colliding with the waves passing from above and below, and some of it is absorbed by the through holes 4 and recesses 6 of the plate 1.
The energy passes through the upper part, collides with the waves flowing down from the upper part, and becomes turbulent, reducing and completely erasing the energy, which keeps the interior of the harbor calm and safe for ships to navigate safely and for facilities in the bay. In addition, the through holes 4 provided in the plate body 1 reduce the uplift force of the block and prevent the block from sliding, thereby constructing a strong wave-breaking bank. However, the inside of the embankment, where the blocks are piled up, promotes the exchange of seawater between the inside and outside of the embankment and serves as a reef for fish and shellfish.
図面は本発明の一実施例を示すものであつて、
その第1図は本発明の斜視図、第2図は平面図、
第3図は底面図、第4図は第2図A−A線断面
図、第5図は施工状態の斜視図である。
1……板体、2……柱体、3……板状部、4…
…貫通孔、5……横孔、6……凹部である。
The drawings show one embodiment of the invention,
The first figure is a perspective view of the present invention, the second figure is a plan view,
FIG. 3 is a bottom view, FIG. 4 is a sectional view taken along the line A--A in FIG. 2, and FIG. 5 is a perspective view of the construction state. 1... Plate body, 2... Column body, 3... Plate-like part, 4...
... through hole, 5 ... horizontal hole, 6 ... recess.
Claims (1)
定の間隔をおいて四隅に向つて板状部を設け、板
体に上下に通じる貫通孔を、板状部に横孔を設
け、板体の両側に凹部を形成したことを特徴とし
た消波ブロツク。1. A column is provided at the center of the lower surface of the plate, plate-like parts are provided at a certain distance from the plate towards the four corners, and through-holes communicating vertically are provided in the plate, and horizontal holes are provided in the plate-like part. A wave-dissipating block characterized by having recesses formed on both sides of the plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14161089A JPH038914A (en) | 1989-06-03 | 1989-06-03 | Armor block mound |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14161089A JPH038914A (en) | 1989-06-03 | 1989-06-03 | Armor block mound |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH038914A JPH038914A (en) | 1991-01-16 |
| JPH0585688B2 true JPH0585688B2 (en) | 1993-12-08 |
Family
ID=15296024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14161089A Granted JPH038914A (en) | 1989-06-03 | 1989-06-03 | Armor block mound |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH038914A (en) |
-
1989
- 1989-06-03 JP JP14161089A patent/JPH038914A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH038914A (en) | 1991-01-16 |
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