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JP3716319B2 - Retaining wall for concrete revetment - Google Patents
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JP3716319B2 - Retaining wall for concrete revetment - Google Patents

Retaining wall for concrete revetment Download PDF

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Publication number
JP3716319B2
JP3716319B2 JP2000352878A JP2000352878A JP3716319B2 JP 3716319 B2 JP3716319 B2 JP 3716319B2 JP 2000352878 A JP2000352878 A JP 2000352878A JP 2000352878 A JP2000352878 A JP 2000352878A JP 3716319 B2 JP3716319 B2 JP 3716319B2
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JP
Japan
Prior art keywords
retaining wall
cavity
concrete
revetment
slit
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
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JP2000352878A
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Japanese (ja)
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JP2002155521A (en
Inventor
智久 永田
貢 宮崎
重美 坂田
博世 久一
清 加賀
公夫 篠田
Original Assignee
国土交通省中国地方整備局長
日本建設コンサルタント株式会社
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.)
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Priority to JP2000352878A priority Critical patent/JP3716319B2/en
Publication of JP2002155521A publication Critical patent/JP2002155521A/en
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  • Revetment (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、護岸構造物としての機能を確実に発揮し、かつ植物や小動物等の生物の生息を可能として周囲の自然環境に調和し、景観を壊すことのないコンクリート護岸用擁壁に関するものである。
【0002】
【従来の技術】
従来、河川や海岸等に築造されるコンクリート護岸用擁壁において、法勾配が緩く、直高が5m程度までのものは、コンクリートメーカーによって開発されている多孔質タイプのブロックによって築造されている。
【0003】
しかし、この従来のブロックは高価であると共に、肉薄であるために転石の多い急流河川等で使用するには問題があった。また、このブロックは、その構造から植物や蟹や昆虫等の生物が生息するには不適当であるため、コンクリートが露骨に露出し、周囲の山、川、海等の自然環境に調和せず、景観を壊すものであった。
【0004】
また、従来、同様にコンクリートメーカーから消波タイプで工場生産されたブロックが多種類開発されている。しかし、このブロックも高価であると共に、隙間が大きすぎるので植物や小動物等の生物が生息するには不適当で、周囲の自然環境に溶け込まないという問題がある。
【0005】
【発明が解決しようとする課題】
従来のコンクリート護岸用擁壁を築造するための多孔質タイプのブロックや消波タイプのブロックは、高価で、転石の多い急流河川等では設置し難く、また、その構造上、植物や小動物等の生物が生息するには不適当であるため、周囲の自然環境に調和せず、景観を壊す。本発明は、こうした問題を解決することを課題とする。
【0006】
【課題を解決するための手段】
図1および図2を参照して説明する。本発明に係るコンクリート護岸用擁壁は、現場打ちで設置するコンクリート製の護岸用擁壁本体1に縦長の空洞部2を複数形成し而も該空洞部2を擁壁本体1の上面から下端部にわたって形成すると共に、各空洞部2に沿って、該空洞部2を擁壁本体1の前面側に開放するスリット3を空洞部2の全長にわたって形成し、該空洞部2に植物や小動物等の生物が生息するに適した石材と土砂4を充填してなるものである。なお、空洞部2同士を連通路5によって連通することもできる。
【0007】
【発明の実施の形態】
本発明に係るコンクリート護岸用擁壁の第一実施形態を、図1に示す。このコンクリート護岸用擁壁は、いわゆる現場打ちで設置するもので、コンクリート製の護岸用擁壁本体1に縦長の空洞部2を複数形成すると共に、各空洞部2に沿って、その空洞部2を擁壁本体1の前面側に開放するスリット3を設けている。そして、各空洞部2に植物や小動物等の生物が生息するに適した石材と土砂4を充填している。なお、空洞部2は、擁壁本体1の上面から下端部にわたって形成し、スリット3は、空洞部2の全長にわたって形成している。
【0008】
このコンクリート護岸用擁壁は、現場打ちで設置するので安価であり、急流河川等にも設置することができ、転石を確実に止めることができる。また、護岸用擁壁本体1に空洞部2とスリット3を形成し、空洞部2に石材と土砂4を充填しているので、自然に生息する植物がその根を空洞部2やスリット3に張り、そこから緑の茎と葉を出す。これにより、コンクリート擁壁が緑に覆われ、コンクリートが露骨に露出するのを阻止するので、周囲の自然環境と調和し、景観に優れる。また、ネズミ、カエル、蛇、昆虫あるいは蟹等の生物が、空洞部2やスリット3を住処として生息し繁殖するので、コンクリート護岸用擁壁はこれらの生物によっても周囲の自然環境と融合し調和する。
【0009】
このコンクリート護岸用擁壁は、現場打ちコンクリートの前型枠に、空洞部2を形成するための円形紙ボイドとスリット3を形成するための型材を抱合わせて生コンクリートを打設し、コンクリート硬化後にスリット3を形成する型材を除去することによって円柱状の空洞部2とスリット3を形成している。なお、本実施形態における空洞部2は円柱状でスリット3は角柱状としているが、こうした形状に限定されるものではない。
【0010】
なお、図2に示すように、空洞部2同士を連通路5によって連通することもできる。こうすることによって、小動物が空洞部2間を自由に移動することができ、より良い生息環境とすることができる。この連通路5は、空洞部2の全長にわたって設けても良いし、部分的に設けても良い。
【0011】
本発明の第二実施形態を図3に示す。このコンクリート護岸用擁壁は、その底部に幅広の基盤部6を設けたもので、水辺の淵に設置し、そのほぼ下半部を水没させたものである。護岸用擁壁本体1の空洞部2とスリット3から植物の茎や葉が伸びて擁壁本体1の前面を覆い、周囲の草木と一体化して調和して景観を良好に保つようにしている。また、空洞部2やスリット3は小魚や蟹、あるいは微生物等の住処となり、これら生物の生息と繁殖を促す。なお、これら生物のはたらきによって水が浄化され、自然環境が良好に維持される。
【0012】
本発明の第三実施形態を図4に示す。このコンクリート護岸用擁壁は、川や用水路あるいは排水路に魚道を形成するために設けたものである。ここでは、護岸用擁壁本体1の上部に段部7を形成し、段部7の底面8に空洞部2の上端開口部を位置させている。段部7の底面8は、モクズガニ等の移動路となる。また、空洞部2およびスリット3から伸び出た植物が水面を覆い、水中の魚を鳥の被害から守ることとなる。
【0013】
本発明の第四実施形態を図5に示す。これは、港湾、漁港あるいは船だまりに設置したものである。護岸用擁壁本体1の上端部には一定間隔で凹部9を形成し、その凹部9の下面に空洞部2の上端開口部を開放させ、また、当該凹部9をコンクリート製の蓋ブロック10で塞いでいる。これにより、空洞部2の上端開口部が護岸用擁壁本体1の上面に露出しないようにして、当該上面を通行等の妨げにならない平坦面としている。この空洞部2とスリット3は蟹やフナムシ等の海に生息する生物の住処となり、豊かな自然環境を作り出す。また、スリット3が消波機能を発揮し、港湾や漁港等内の海面を穏やかに保つ。
【0014】
本発明の第五実施形態を図6に示す。このコンクリート護岸用擁壁は海岸の堤防として設置したものであり、上端部に波を打返すための返し部11を設けている。空洞部2やスリット3には、蟹、フナムシ、カキ、フジツボ等の生物が育ち、また、スリット3が消波機能を発揮する。
【0015】
本発明の第六実施形態を図7に示す。これは、既設護岸の根元部分に設置して、当該既設護岸を補強したものである。これにより、既設護岸をそのまま有効利用することができると共に、空洞部2とスリット3に生息する生物により、自然環境を豊かにすることができる。
【0016】
【実施例】
空洞部2の内径は通常3〜100cm、スリット9の幅は通常1〜20cm程度である。
【0017】
【発明の効果】
本発明に係るコンクリート護岸用擁壁は、現場打ちで設置することにより、安価であり、転石の多い急流河川にも設置することができ、当該転石を確実に止めることができる。
【0018】
また、護岸用擁壁本体1に空洞部2とスリット3を形成し、空洞部2に石材と土砂4を充填しているので、自然に生息する植物や小動物等の生物が空洞部2やスリット3に生息する。従って、コンクリート護岸用擁壁は、緑に覆われると共に小動物の住処となり、コンクリートが露骨に露出されることなく、周囲の自然環境と調和して景観を良好に保つ。
【図面の簡単な説明】
【図1】 本発明の第一実施形態を示す斜視図である。
【図2】 第一実施形態に連通路を設けた擁壁の上面図である。
【図3】 本発明の第二実施形態を示す斜視図である。
【図4】 本発明の第三実施形態を示す斜視図である。
【図5】 本発明の第四実施形態を示す斜視図である。
【図6】 本発明の第五実施形態を示す斜視図である。
【図7】 本発明の第六実施形態を示す斜視図である。
【符号の説明】
護岸用擁壁本体
2 空洞部
3 スリット
4 石材と土砂
5 連通路
6 基盤部
7 段部
8 底面
9 凹部
10 蓋ブロック
11 返し部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a retaining wall for concrete revetment that reliably functions as a revetment structure and that can inhabit the living creatures such as plants and small animals, is in harmony with the surrounding natural environment, and does not break the landscape. is there.
[0002]
[Prior art]
Conventionally, retaining walls for concrete revetments built on rivers, coasts, etc., have a gentle slope and a height of up to about 5 m have been built with porous blocks developed by concrete manufacturers.
[0003]
However, this conventional block is expensive and thin, so that there is a problem in using it in a rapid stream river with a lot of rocks. In addition, this block is unsuitable for inhabiting organisms such as plants, moths and insects because of its structure, so concrete is exposed openly and does not harmonize with the surrounding natural environment such as mountains, rivers, and the sea. It was something that would break the landscape.
[0004]
In the past, many types of blocks were also produced in the same manner as a wave-dissipating type factory from a concrete manufacturer. However, this block is also expensive and has a problem that it is not suitable for living organisms such as plants and small animals because the gap is too large, and it does not dissolve in the surrounding natural environment.
[0005]
[Problems to be solved by the invention]
The conventional porous type block and wave-dissipating type block for constructing the retaining wall for concrete revetment are expensive and difficult to install in rapid rivers with many boulders, and because of their structure, such as plants and small animals Because it is unsuitable for living creatures, it does not harmonize with the surrounding natural environment and destroys the landscape. An object of the present invention is to solve these problems.
[0006]
[Means for Solving the Problems]
This will be described with reference to FIGS. A concrete revetment retaining wall according to the present invention has a plurality of vertically long cavities 2 formed in a concrete revetment retaining wall body 1 made in situ, and the cavities 2 are formed from the upper surface to the lower end of the retaining wall body 1. A slit 3 is formed over the entire length of the cavity 2 along each cavity 2 to open the cavity 2 to the front surface side of the retaining wall body 1, and plants, small animals, etc. are formed in the cavity 2. It is filled with stones and earth and sand 4 suitable for inhabiting the creatures. The hollow portions 2 can be communicated with each other through the communication path 5.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
A first embodiment of a concrete revetment retaining wall according to the present invention is shown in FIG. This concrete revetment retaining wall is installed by so-called in-situ casting, and a plurality of vertically long cavities 2 are formed in a concrete revetment retaining wall body 1 made of concrete, and along each cavity 2, the cavity 2 Is provided on the front side of the retaining wall body 1. Each cavity 2 is filled with stone materials and earth and sand 4 suitable for living creatures such as plants and small animals. The cavity 2 is formed from the upper surface to the lower end of the retaining wall body 1, and the slit 3 is formed over the entire length of the cavity 2.
[0008]
This concrete revetment retaining wall is inexpensive because it is installed on-site, and can be installed in rapid rivers and the like, so that it can reliably stop boulders. Moreover, since the cavity 2 and the slit 3 are formed in the retaining wall main body 1 for revetment , and the cavity 2 is filled with stones and earth and sand 4, the plant that naturally inhabits the root into the cavity 2 and the slit 3. Tension, and take out the green stem and leaves from there. As a result, the concrete retaining wall is covered with green and the concrete is prevented from being exposed to the bare bones, so it is in harmony with the surrounding natural environment and is excellent in scenery. In addition, because living organisms such as mice, frogs, snakes, insects, and moths inhabit and breed in the cavity 2 and slit 3, the concrete revetment retaining wall is fused and harmonized with the surrounding natural environment. To do.
[0009]
This retaining wall for concrete revetment is casted with ready-mixed concrete by combining a circular paper void for forming the cavity 2 and a mold for forming the slit 3 in the front mold of the cast-in-place concrete. The cylindrical cavity 2 and the slit 3 are formed by removing the mold material that forms the slit 3 later. In addition, although the cavity 2 in this embodiment is cylindrical and the slit 3 is prismatic, it is not limited to such a shape.
[0010]
As shown in FIG. 2, the hollow portions 2 can be communicated with each other by a communication path 5. By doing so, the small animals can freely move between the cavities 2, and a better habitat environment can be obtained. The communication path 5 may be provided over the entire length of the cavity 2 or may be provided partially.
[0011]
A second embodiment of the present invention is shown in FIG. This concrete revetment retaining wall is provided with a wide base portion 6 at the bottom, is installed in a waterside basin, and its lower half is submerged. Plant stalks and leaves extend from the cavity 2 and slit 3 of the retaining wall body 1 for revetment to cover the front surface of the retaining wall body 1 and integrate with the surrounding vegetation to keep the landscape in good condition. . Moreover, the cavity 2 and the slit 3 become a place where small fish, sharks, microorganisms, and the like live, and promote the habitat and reproduction of these organisms. Water is purified by the action of these organisms, and the natural environment is well maintained.
[0012]
A third embodiment of the present invention is shown in FIG. This retaining wall for concrete revetment is provided to form a fishway in a river, irrigation channel or drainage channel. Here, a step 7 is formed on the upper part of the retaining wall main body 1 for revetment, and the upper end opening of the cavity 2 is positioned on the bottom surface 8 of the step 7. The bottom surface 8 of the stepped portion 7 serves as a moving path for mock crab or the like. Moreover, the plant extended from the cavity part 2 and the slit 3 will cover a water surface, and will protect an underwater fish from damage of a bird.
[0013]
A fourth embodiment of the present invention is shown in FIG. This is installed in a port, fishing port or a pool. Concave portions 9 are formed at regular intervals in the upper end portion of the retaining wall main body 1 for revetment, the upper end opening of the cavity portion 2 is opened on the lower surface of the concave portion 9, and the concave portion 9 is covered with a concrete lid block 10. It is blocking. Accordingly, the upper end opening of the cavity 2 is not exposed to the upper surface of the retaining wall main body 1 for revetment, and the upper surface is a flat surface that does not hinder passage or the like. The cavity 2 and the slit 3 serve as a place for living creatures inhabiting the sea such as cormorants and fungi and create a rich natural environment. Moreover, the slit 3 exhibits a wave-dissipating function and keeps the sea surface in a harbor or fishing port calm.
[0014]
A fifth embodiment of the present invention is shown in FIG. This retaining wall for concrete revetment is installed as a shore embankment, and is provided with a return portion 11 for returning waves at the upper end. Living organisms such as cormorants, fungi, oysters, and barnacles grow in the cavity 2 and the slit 3, and the slit 3 exhibits a wave-absorbing function.
[0015]
A sixth embodiment of the present invention is shown in FIG. This is installed at the base of the existing revetment and the existing revetment is reinforced. Thus, it is possible to directly effective use of existing seawall, by organisms living in the cavity 2 and the slit 3, Ru can enrich the natural environment.
[0016]
【Example】
The inside diameter of the cavity 2 is usually 3 to 100 cm, and the width of the slit 9 is usually about 1 to 20 cm.
[0017]
【The invention's effect】
The concrete revetment retaining wall according to the present invention can be installed in a rapid stream river with many boulders because it is inexpensive by installing it on the spot, and the boulders can be reliably stopped.
[0018]
Moreover, since the hollow part 2 and the slit 3 are formed in the retaining wall main body 1 for the revetment , and the hollow part 2 is filled with stones and earth and sand 4, organisms such as plants and small animals that naturally inhabit the hollow part 2 and the slit Inhabit three. Accordingly, the concrete revetment retaining wall is covered with green and becomes a place for small animals, and the concrete is not exposed to the bare bones, and maintains a good landscape in harmony with the surrounding natural environment.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a first embodiment of the present invention.
FIG. 2 is a top view of a retaining wall provided with a communication path in the first embodiment.
FIG. 3 is a perspective view showing a second embodiment of the present invention.
FIG. 4 is a perspective view showing a third embodiment of the present invention.
FIG. 5 is a perspective view showing a fourth embodiment of the present invention.
FIG. 6 is a perspective view showing a fifth embodiment of the present invention.
FIG. 7 is a perspective view showing a sixth embodiment of the present invention.
[Explanation of symbols]
1 Retaining wall body for revetment 2 Cavity 3 Slit 4 Stone and earth 5 Communication passage 6 Base part 7 Step part 8 Bottom 9 Recess 10 Lid block 11 Return part

Claims (2)

現場打ちで設置するコンクリート製の護岸用擁壁本体(1)に縦長の空洞部(2)を複数形成し而も該空洞部を擁壁本体の上面から下端部にわたって形成すると共に、各空洞部に沿って、該空洞部を擁壁本体の前面側に開放するスリット(3)を空洞部の全長にわたって形成し、該空洞部に植物や小動物等の生物が生息するに適した石材と土砂(4)を充填してなるコンクリート護岸用擁壁。A plurality of vertically long cavities (2) are formed in a concrete revetment retaining wall main body (1) to be installed on site, and the cavities are formed from the upper surface to the lower end of the retaining wall main body. A slit (3) that opens the cavity part to the front side of the retaining wall body is formed over the entire length of the cavity part, and stones and earth and sand suitable for living organisms such as plants and small animals in the cavity part ( Retaining wall for concrete revetment filled with 4). 空洞部(2)同士を連通路(5)によって連通してなる請求項1に記載のコンクリート護岸用擁壁。The retaining wall for concrete revetment according to claim 1, wherein the hollow portions (2) are communicated with each other by a communication passage (5).
JP2000352878A 2000-11-20 2000-11-20 Retaining wall for concrete revetment Expired - Lifetime JP3716319B2 (en)

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Application Number Priority Date Filing Date Title
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JP3716319B2 true JP3716319B2 (en) 2005-11-16

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JP2002079287A (en) * 2000-09-07 2002-03-19 Nippon Naturock Kk Water cleaning apparatus
JP4708927B2 (en) * 2005-09-08 2011-06-22 株式会社神戸製鋼所 Radioactive material storage facility

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