JPH047221Y2 - - Google Patents

Info

Publication number
JPH047221Y2
JPH047221Y2 JP1985035498U JP3549885U JPH047221Y2 JP H047221 Y2 JPH047221 Y2 JP H047221Y2 JP 1985035498 U JP1985035498 U JP 1985035498U JP 3549885 U JP3549885 U JP 3549885U JP H047221 Y2 JPH047221 Y2 JP H047221Y2
Authority
JP
Japan
Prior art keywords
circular arc
block
blocks
erosion control
equal diameter
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
Application number
JP1985035498U
Other languages
Japanese (ja)
Other versions
JPS61152025U (en
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 filed Critical
Priority to JP1985035498U priority Critical patent/JPH047221Y2/ja
Publication of JPS61152025U publication Critical patent/JPS61152025U/ja
Application granted granted Critical
Publication of JPH047221Y2 publication Critical patent/JPH047221Y2/ja
Expired legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

Landscapes

  • Artificial Fish Reefs (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)
  • Revetment (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、河川や海岸等の護岸、砂防、及び魚
巣としての機能を果たす土木用ブロツクに関す
る。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a civil engineering block that functions as a bank protection for rivers, coasts, etc., erosion control, and fish nests.

〔従来の技術〕[Conventional technology]

従来、護岸や砂防等のブロツクとして、ブロツ
クを配列したときに各ブロツク間に平面的な空隙
を形成するものや、消波のために複雑な形状とし
た様々なものがある。
BACKGROUND ART Conventionally, there are various types of blocks for seawalls, erosion control, etc., such as those that form planar gaps between blocks when arranged, and those that have complex shapes for wave dissipation.

この護岸や砂防ブロツクにおいて、特に砂防ブ
ロツクでは潮の流れに対して砂の侵食を防ぐこと
を目的とし、海水の抵抗をできるだけ小さくして
破壊を防止できる形状となつている。
These seawalls and sabo blocks, especially sabo blocks, are designed to prevent sand from being eroded by tidal currents by minimizing seawater resistance and preventing destruction.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかし、従来のブロツクでは、砂防及び護岸の
機能を果たしても、これらを組み合わせることに
よつて得られる空隙を魚巣等として利用できず、
特に立体的にレイアウトした時には水の流路が閉
塞して抵抗が大きくなる。
However, although conventional blocks perform the functions of erosion control and bank protection, the voids obtained by combining these blocks cannot be used as fish nests, etc.
Particularly when laid out three-dimensionally, the water flow path is blocked and the resistance increases.

従つて、護岸や砂防を確実にするためにブロツ
クを段積みすると、ブロツクにより形成された空
隙を水の流路として利用できないので、ブロツク
群に対する抵抗が増大し、施工強度及びブロツク
自体の強度をかなり大きくする必要がある等の問
題がある。
Therefore, when blocks are stacked to ensure bank protection or erosion control, the voids formed by the blocks cannot be used as water flow paths, which increases the resistance to the blocks and reduces the construction strength and the strength of the blocks themselves. There are problems such as the need to make it quite large.

また、魚巣やエビ、カニ等の幼虫の孵化場とし
て好適なブロツク間の空隙も利用できず、植生物
の成育にも大きな影響を与えてしまい、水産面で
も問題がある。
In addition, the spaces between the blocks, which are suitable as fish nests and hatching grounds for shrimp, crab, and other larvae, cannot be used, which greatly affects the growth of plants, which also poses problems in terms of fisheries.

本考案の目的は、護岸や砂防等の従来のブロツ
ク機能に加え、ブロツクのレイアウトに拘わらず
各ブロツク間の空隙を植生物の成育に利用でき、
しかも水から受ける抵抗を低減してその破壊を防
止することにある。
The purpose of this invention is that in addition to the conventional block functions such as bank protection and erosion control, the voids between each block can be used for the growth of vegetation regardless of the layout of the blocks.
Moreover, the purpose is to reduce the resistance received from water and prevent its destruction.

〔問題点を解決するための手段及び作用〕[Means and actions for solving problems]

本考案は、護岸、砂防又は魚巣用として用いる
土木用ブロツクであつて、水平断面を、正方形断
面形状から同正方形の対角二点をそれぞれ中心と
する二つの等径の円弧領域と、他の対角二点をそ
れぞれ中心とし上記円弧より小さい二つの等径の
円弧領域部分とを切除した形状とし、さらに上下
面の少なくとも一方、上記大径円弧面の半径方向
に切欠を形成した構成とし、隣接するブロツクと
により形成する空隙を切欠で連通させるようにし
たものである。
The present invention is a civil engineering block used for seawalls, erosion control, or fish nests, and the horizontal cross section is divided into two circular arc areas of equal diameter each centered on two diagonal points of the same square from a square cross-sectional shape. It has a shape in which two circular arc regions of equal diameter smaller than the above circular arc are cut out, and a notch is formed in the radial direction of the large diameter circular arc surface on at least one of the upper and lower surfaces. , the gaps formed by adjacent blocks are communicated with each other by cutouts.

〔実施例〕〔Example〕

以下、図面に示す実施例に基づいて本考案を説
明する。
Hereinafter, the present invention will be explained based on embodiments shown in the drawings.

第1図は本考案に係るブロツク1の斜視図、第
2図と第3図は同正面図と平面図である。
FIG. 1 is a perspective view of a block 1 according to the present invention, and FIGS. 2 and 3 are a front view and a plan view thereof.

ブロツク1の水平断面は、正方形断面形状から
同正方形の対角二点P1,P2をそれぞれ中心とす
る二つの等径の円弧C1,C2領域と、他の対角二
点P3,P4をそれぞれ中心とし上記円弧より小さ
い二つの等径の円弧C3,C4領域部分とを切除し
た形状である。
The horizontal section of block 1 has a square cross-sectional shape, and is divided into two areas of equal diameter circular arcs C 1 and C 2 centered on two diagonal points P 1 and P 2 of the same square, respectively, and two other diagonal points P 3 . , P 4 and have two equal diameter arcs C 3 and C 4 smaller than the above-mentioned arcs are cut out.

以上の円弧C1,C2領域切除により大円弧部2
を両側面に、及び円弧C3,C4領域切除により小
円弧部3を両端に形成し、さらに両円弧部2,3
の端部を連続する部分には互いのなす角が90°の
カツト面4を四位置に形成している。
By cutting the above arc C 1 and C 2 area, the large arc part 2
are formed on both sides, and small arc parts 3 are formed on both ends by cutting the arcs C 3 and C 4 , and further both arc parts 2, 3 are formed.
Cut surfaces 4 are formed at four positions with angles of 90° to each other on the continuous end portion.

さらに、5は大円弧部2の略中央の一面側に設
けた切欠で、上下の両面に形成してもよい。
Further, reference numeral 5 denotes a notch provided on one side of the substantially center of the large circular arc portion 2, and may be formed on both the upper and lower surfaces.

第4図はブロツク1をレイアウトした平面図
で、隣接する四個のブロツク1をユニツトとして
それぞれのカツト面4が当接して大円弧部2によ
り円形断面の空隙10を形成するとともに、小円
弧部3により同様に円形断面のモルタル充填部1
1を形成している。
FIG. 4 is a plan view showing the layout of the blocks 1, in which four adjacent blocks 1 are considered as a unit, and their respective cut surfaces 4 are in contact with each other to form a gap 10 with a circular cross section by the large circular arc portion 2, and the small circular arc portion Similarly, mortar filling part 1 with a circular cross section is formed by 3.
1 is formed.

第5図は同第4図の−線矢視断面図で、切
欠5が隣接する空隙10間を連通し、ブロツク1
を段積みしても各ブロツクユニツトの空隙10同
志が連絡し、外界に連通する構成となる。
FIG. 5 is a cross-sectional view taken along the line - in FIG.
Even if the block units are stacked in stacks, the gaps 10 of each block unit communicate with each other, resulting in a structure that communicates with the outside world.

このレイアウトにおいて、モルタル充填部11
内にはモルタル20を充填して隣接する各ブロツ
ク1を連結することによつて、現場施工できる。
またこの施工後に、空隙10内に栗石21等を投
入して、砂防及び魚巣としての機能を付加する。
In this layout, the mortar filling part 11
Construction can be carried out on site by filling the inside with mortar 20 and connecting adjacent blocks 1.
Further, after this construction, chestnut stones 21 and the like are thrown into the cavity 10 to add functions as erosion control and a fish nest.

上記構成のブロツク1を砂防用として海岸に敷
設すると、切欠5によつて各空隙10部分は連通
しているので、海水はこの切欠5及び空隙10を
流路として流動可能となり、ブロツク1自体が受
ける流動圧を低減できる。従つて、各ブロツク1
のモルタル20による接続が軟弱化することがな
く、確実に砂の侵食現象を防止できる。また、海
底や川底のヘドロ等が水の流動によりブロツク1
群に至る場合、空隙10内の栗石21がフイルタ
として機能し、ヘドロを浄化して川及び海の汚染
を防止するのに利用することもできる。
When the block 1 with the above structure is laid on the coast for erosion control, the notches 5 communicate with each other through the gaps 10, so seawater can flow through the notches 5 and the gaps 10 as channels, and the block 1 itself The flow pressure received can be reduced. Therefore, each block 1
The connection by the mortar 20 does not become soft, and sand erosion phenomenon can be reliably prevented. In addition, sludge on the ocean floor and riverbed can become blocked by water flow.
In the case of sludge, the chestnut stone 21 in the cavity 10 functions as a filter and can be used to purify the sludge and prevent pollution of rivers and seas.

また、このブロツク1群を川底または海底に敷
設すれば、切欠5を流路として空隙10内を自在
に水が流動するので、この空隙10を魚巣として
利用できる。従つて、この空隙10はエビ、カ
ニ、魚介類及び微生物等の生息、産卵、孵化に好
適となるばかりでなく、水苔、青海苔、水藻等の
胞子の付着繁殖に利用できる。特に、螢の幼虫の
繁殖及び生息条件に最も適するので、螢の養殖場
にも設置できるという利点もある。
Moreover, if this block 1 group is laid on the riverbed or seabed, water will flow freely in the gap 10 using the notch 5 as a flow path, so the gap 10 can be used as a fish nest. Therefore, the voids 10 are not only suitable for the inhabitation, spawning, and hatching of shrimp, crabs, seafood, and microorganisms, but also can be used for the attachment and propagation of spores of sphagnum moss, green seaweed, aquatic algae, and the like. In particular, since it is most suitable for the breeding and habitat conditions of firefly larvae, it also has the advantage of being able to be installed in firefly farms.

〔考案の効果〕[Effect of idea]

本考案では、各ブロツクに設けた切欠によつて
ブロツクで囲まれた空洞部を外に開放させている
ので、護岸や砂防用として設置したときには海水
等の抵抗を切欠によつて逃がすことができる。こ
のため、ブロツクの安定した設置が維持でき、護
岸や砂防の強化が図られる。
In this invention, the cavity surrounded by the blocks is opened to the outside by the notches provided in each block, so when installed as a seawall or erosion control, resistance such as seawater can be released through the notches. . Therefore, the stable installation of the blocks can be maintained, and the seawall and erosion control can be strengthened.

また、切欠を通つて海水や河川の水が空洞部の
中に自由に出入りするので、空洞部を魚巣として
も活用できる。このため、護岸や砂防だけでなく
魚介類の成育の場所としても利用でき、従来のブ
ロツクに比べると機能が格段に向上する。
Furthermore, since seawater or river water can freely enter and exit the cavity through the notch, the cavity can also be used as a fish nest. Therefore, it can be used not only for bank protection and erosion control, but also as a place to grow fish and shellfish, and its functionality is significantly improved compared to conventional blocks.

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

第1図は本考案に係るブロツクの斜視図、第2
図は同正面図、第3図は同平面図、第4図はレイ
アウトの平面図、第5図は同第4図の−線矢
視断面図である。 1……ブロツク、2……大円弧部、3……小円
弧部、4……カツト面、5……切欠、10……空
隙、11……モルタル充填部。
Figure 1 is a perspective view of the block according to the present invention, Figure 2 is a perspective view of the block according to the present invention;
3 is a plan view of the same, FIG. 4 is a plan view of the layout, and FIG. 5 is a cross-sectional view of FIG. 1...Block, 2...Large arc portion, 3...Small arc portion, 4...Cut surface, 5...Notch, 10...Gap, 11...Mortar filled portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 護岸、砂防又は魚巣用として用いる土木用ブロ
ツクであつて、水平断面を、正方形断面形状から
同正方形の対角二点をそれぞれ中心とする二つの
等径の円弧領域と、他の対角二点をそれぞれ中心
とし上記円弧より小さい二つの等径の円弧領域部
分とを切除した形状とし、さらに上下面の少なく
とも一方、上記大径円弧面の半径方向に切欠を形
成したことを特徴とする土木用ブロツク。
It is a civil engineering block used for seawalls, erosion control, or fish nests, and the horizontal cross section is divided into two circular arc areas of equal diameter centering on two diagonal points of the same square, and two other diagonal points. Civil engineering, characterized in that the shape is formed by cutting out two circular arc regions of equal diameter smaller than the circular arc with each point as the center, and further a notch is formed in the radial direction of the large diameter circular arc surface on at least one of the upper and lower surfaces. block.
JP1985035498U 1985-03-12 1985-03-12 Expired JPH047221Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985035498U JPH047221Y2 (en) 1985-03-12 1985-03-12

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985035498U JPH047221Y2 (en) 1985-03-12 1985-03-12

Publications (2)

Publication Number Publication Date
JPS61152025U JPS61152025U (en) 1986-09-19
JPH047221Y2 true JPH047221Y2 (en) 1992-02-26

Family

ID=30539831

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985035498U Expired JPH047221Y2 (en) 1985-03-12 1985-03-12

Country Status (1)

Country Link
JP (1) JPH047221Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51140535U (en) * 1975-05-06 1976-11-12

Also Published As

Publication number Publication date
JPS61152025U (en) 1986-09-19

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