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JP4897957B2 - Anti-slip mechanism on stair type gentle slope revetment - Google Patents
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JP4897957B2 - Anti-slip mechanism on stair type gentle slope revetment - Google Patents

Anti-slip mechanism on stair type gentle slope revetment Download PDF

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JP4897957B2
JP4897957B2 JP2006345082A JP2006345082A JP4897957B2 JP 4897957 B2 JP4897957 B2 JP 4897957B2 JP 2006345082 A JP2006345082 A JP 2006345082A JP 2006345082 A JP2006345082 A JP 2006345082A JP 4897957 B2 JP4897957 B2 JP 4897957B2
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revetment
gentle slope
sand
strip
stair
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JP2008156854A (en
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卓生 行本
明 山村
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Description

本発明は、階段式緩傾斜護岸堤におけるすべり防止機構に関するものであり、特に、歩行者が滑って転倒し易い危険箇所に砂を捕捉できる機能を有し、海岸、河川、湖沼等の護岸堤に適用される階段式緩傾斜護岸堤におけるすべり防止機構に関するものである。   The present invention relates to a slip prevention mechanism in a staircase type gentle slope revetment, and in particular, has a function of capturing sand at a dangerous place where a pedestrian slips and falls easily, and the seawall, river, lake, etc. It is related to the slip prevention mechanism in the stair type gentle slope revetment that is applied to.

従来、海岸、河川、湖沼等における緩傾斜護岸堤は、一般に複数のコンクリート製の護岸ブロックを階段状に築造して形成されている。或いはコンクリートを階段状に現場打設して築造されている。このような緩傾斜護岸堤においては、水際付近の護岸ブロック表面に藻類などが付着し滑り易くなる。このため、該藻類等が付着した階段状の護岸ブロックや現場打設コンクリート堤上を人が歩行すると、足を滑らせて転倒する等の危険がある。   Conventionally, a gentle slope revetment in a coast, a river, a lake or the like is generally formed by building a plurality of concrete revetment blocks in a staircase shape. Or it is constructed by placing concrete in the form of stairs. In such a gentle slope revetment, algae and the like adhere to the surface of the revetment block near the shore and become slippery. For this reason, when a person walks on the stair-shaped revetment block to which the algae or the like is attached or on the concrete cast-in-place on the site, there is a danger of slipping and falling.

そこで、上記危険を防止する対策として特許文献1記載の水ぬれ面のすべり防止機構が提案されている。この特許文献1記載のすべり防止機構はブロック表面に縁を形成し、その中に可撓性の棒状体を多数並設せしめ、且つ、各棒状体の間隙部に細粒物を充填して成るものである。
第2599266号特許公報
In view of this, a mechanism for preventing slippage of a wetted surface described in Patent Document 1 has been proposed as a measure for preventing the above danger. The slip prevention mechanism described in Patent Document 1 is formed by forming an edge on the block surface, arranging a large number of flexible rod-like bodies in the block, and filling the gaps between the rod-like bodies with fine particles. Is.
Japanese Patent No. 2599266

上記特許文献1記載の発明は以下に示す問題点がある。
a:棒状体は可撓性を有する物質であり、細粒物が該棒状体間に存在していない場合にその上を人が歩行したときには、すべる危険があり、且つ、該棒状体上に人の荷重が負荷されたとき該棒状体の物質が撓み、人はバランスを崩して転倒するという危険性がある。
b:棒状体が波浪の影響によって飛散してしまった場合には、この対策工としての効果を発揮することはできない。
c:表面に多数の棒状体を設置するため、施工期間が長くなる。
d:細粒物が堆積していない場合には、棒状体が階段上表面で非常に目立ち景観を損なう。
The invention described in Patent Document 1 has the following problems.
a: A rod-shaped body is a substance having flexibility, and when there is no fine particle between the rod-shaped bodies, there is a risk of slipping when a person walks on the rod-shaped body, and on the rod-shaped body When a human load is applied, the rod-shaped material is bent, and there is a risk that the person loses balance and falls.
b: When the rod-like body is scattered due to the influence of the waves, the effect as a countermeasure work cannot be exhibited.
c: Since many rod-shaped bodies are installed on the surface, the construction period becomes longer.
d: When fine particles are not deposited, the rod-like body is very conspicuous on the upper surface of the staircase and damages the landscape.

そこで、上記特許文献1記載の発明の有する欠陥に鑑み、海岸等に築造されている緩傾斜護岸堤において、砂を効率良く捕捉し、藻類の付着する箇所をなくするとともに、捕捉した砂がブロック表面を移動することによってブロック上に付着した藻類をそぎ落とすことができ、確実にすべり止め効果を発揮できる階段式緩傾斜護岸堤におけるすべり防止機構を提案するために解決せられるべき技術的課題が生じてくるのであり、本発明は該課題を解決することを目的とする。   Therefore, in view of the defects of the invention described in Patent Document 1, in the gently inclined revetment built on the coast or the like, the sand is efficiently captured, the place where the algae adheres is eliminated, and the captured sand is blocked. There are technical issues that need to be solved in order to propose a slip prevention mechanism for stair-type gently inclined revetments that can remove the algae attached on the block by moving the surface, and can surely exert a slip prevention effect. The present invention aims to solve this problem.

本発明は上記目的を達成するために提案せられたものであり、請求項1記載の発明は、多数の護岸ブロックを階段状に築造して成る階段式緩傾斜護岸堤において、水際付近であって海水に浸水される箇所における各護岸ブロック上面に複数の条状突起を所定間隔を有して横方向に並設し、更に、該条状突起間に砂を充填して堆積させた階段式緩傾斜護岸堤におけるすべり防止機構を提供するものである。 The present invention has been proposed in order to achieve the above object, and the invention according to claim 1 is a step-type gentle slope revetment constructed by constructing a number of revetment blocks in a step-like manner, near the waterfront. A staircase type in which a plurality of strip-shaped projections are juxtaposed in a horizontal direction with a predetermined interval on the top surface of each revetment block at a location immersed in seawater, and further, sand is filled between the strip-shaped projections and deposited. It is intended to provide a slip prevention mechanism for gently inclined revetments.

この構成によれば、階段状に築造された各緩傾斜護岸堤表面に設けられている条状突起は、之等条状突起間に充填された砂を良く捕捉してその流出を防止しているので、歩行者は緩傾斜護岸堤上において前記砂面を歩行することになる。   According to this configuration, the streak protrusions provided on the surface of each gently inclined revetment built in a staircase shape captures the sand filled between the equal streak protrusions and prevents the outflow. Therefore, the pedestrian walks on the sand surface on the gentle slope revetment.

又、請求項2記載の発明は、多数の護岸ブロックを階段状に築造して成る階段式緩傾斜護岸堤において、水際付近であって海水に浸水される箇所における各護岸ブロック上面に複数の条状突起を所定間隔を有して横方向に並設し、更に、各条状突起間に、砂を堆積でき、且つ、凹凸や間隙を有する不織布、織布又はマットを敷設し、該不織布、織布又はマットの上面に砂を充填して堆積させた階段式緩傾斜護岸堤におけるすべり防止機構を提供するものである。 The invention of claim 2, in the stepped gentle slope revetment bank formed by construction a number of revetment blocks stepwise multiple conditions in the revetment block top surface at a point A near the water's edge is submerged seawater the Jo projections juxtaposed laterally with a predetermined interval, further, between each row-like projections, sand can deposition, and, laid nonwoven fabric having irregularities and gaps, a woven fabric or mat, the nonwoven fabric , there is provided a slip prevention mechanism in stepped gentle slope revetment bank deposited to fill the sand on the upper surface of the woven fabric or matte.

この構成によれば、階段状に築造された各緩傾斜護岸堤表面に設けられている各条状突起間に敷設された不織布、織布又はマットは、之等不織布、織布又はマット上に充填された砂をより極めて効率良く捕捉して流出を防止し、依って、歩行者は常に砂面を歩行することが可能となる。 According to this arrangement, stepwise laid between each strip-shaped projections provided on the gentle slope seawall bank surface, which is construction nonwoven, woven or mat is this like nonwoven, woven fabric or matte The sand filled above is captured more efficiently and prevented from flowing out, so that the pedestrian can always walk on the sand surface.

更に又、請求項3記載の発明は上記条状突起はゴム、プラスチック、コンクリート、木材又は鉄から成る階段式緩傾斜護岸堤におけるすべり防止機構を提供するものである。 Furthermore, the invention of claim 3, wherein the above article like projection is to provide a rubber, plastic, concrete, a slip prevention mechanism in stepped gentle slope revetment bank made either et wood or iron.

この構成によれば、上記条状突起がゴム、プラスチック、コンクリート、木材又は鉄の何れの部材によっても形成でき、作業性が良い。 According to this configuration, the above-mentioned line-shaped protrusion can be formed of any member of rubber, plastic, concrete, wood, or iron , and the workability is good.

又、請求項4記載の発明は上記条状突起の断面形状は多角形、半円形を有して、遡上した浮遊砂を捕捉するとともに、沖側へ砂の流出を抑止できるように形成された階段式緩傾斜護岸堤におけるすべり防止機構を提供するものである。 Further, the invention is cross-sectional shape of the strip-like projection is polygonal claim 4, a semicircular, while capturing the run-up airborne sand, formed so as to be able to suppress the outflow of sand to offshore It is intended to provide a slip prevention mechanism for the staircase type gentle slope revetment.

この構成によれば、上記条状突起の各断面形状を採択することにより、遡上する砂を捕捉するとともに、各条状突起間に堆積している砂が沖側へ流出するのを抑制する。   According to this configuration, by adopting the cross-sectional shape of each of the above-mentioned line-like projections, the rising sand is captured and the sand accumulated between each of the line-like projections is prevented from flowing out to the offshore side. .

更に又、請求項5記載の発明は上記条状突起は藻類やぬめりが付着しないように加工されて成る階段式緩傾斜護岸堤におけるすべり防止機構を提供するものである。   Furthermore, the invention described in claim 5 provides a slip prevention mechanism in a step-type gentle slope revetment in which the above-mentioned streak is processed so that algae and slime do not adhere.

この構成によれば、上記条状突起は防藻塗料による塗装或いは光触媒コーティング加工、コーラル吹付によって表面加工が施される。   According to this configuration, the strip-shaped protrusion is subjected to surface processing by painting with an anti-algae coating, photocatalytic coating, or coral spraying.

請求項1記載の発明は、階段状に築造された各緩傾斜護岸堤表面に設けられている条状突起が、之等各条状突起間に堆積している砂を捕捉して各条状突起間からの流出を防止しているから、歩行者が該緩傾斜護岸堤上を歩行するとき、常に前記砂面を歩行することになり、依って、スリップして転倒する等の危険が阻止される。更に、前記条状突起間に堆積している砂は、該条状突起間において該緩傾斜護岸ブロックの表面を移動して該緩傾斜護岸ブロック上面に付着している藻類やぬめりをそぎ落とす等の効果を奏する。斯くして、歩行者は極めて安全に該緩傾斜護岸堤上を歩行することが可能となる。   In the first aspect of the invention, the streak provided on the surface of each gently inclined revetment built in a staircase shape captures the sand accumulated between each streak, and each streak Since it prevents outflow from between the protrusions, when a pedestrian walks on the gently inclined revetment, he always walks on the sand surface, thus preventing the risk of slipping and falling. Is done. Further, the sand accumulated between the strip projections moves between the strip projections on the surface of the gently inclined revetment block to scrape off algae and slime adhering to the upper surface of the gently inclined revetment block, etc. The effect of. Thus, a pedestrian can walk on the gentle slope revetment extremely safely.

請求項2記載の発明は、各緩傾斜護岸堤表面に設けられている各条状突起間に敷設された不織布、織布又はマットによりこの上面に充填されている砂を良く捕捉してその流出を防止するので、各傾斜護岸堤表面には常時砂が堆積されており、依って、歩行者はこの砂面を歩行することになり、スリップして転倒する等の危険はなく、極めて安全に歩行することが可能となる。
According to a second aspect of the invention, a nonwoven fabric laid in between each row-like projections provided on the gentle slope seawall crest surface, sand well caught and which is filled more this upper surface woven or matte In order to prevent the outflow, sand is always deposited on the surface of each inclined revetment, and therefore, pedestrians will walk on this sand surface, there is no danger of slipping and falling, etc. It is possible to walk safely.

請求項3記載の発明は、条状突起がゴム、プラスチック、コンクリート、木材、鉄の何れの材料によっても形成することができるので、請求項1又は2記載の発明の効果に加え、特に緩傾斜護岸堤に本発明を構築する際の作業性が良好となる。 In the invention described in claim 3, since the streak protrusion can be formed of any material of rubber, plastic, concrete, wood, and iron, in addition to the effect of the invention described in claim 1 or 2, in particular, a gentle slope Workability at the time of constructing the present invention on the revetment becomes good.

請求項4記載の発明は、上記条状突起の断面形状を多角形、半円形の何れかに形成することにより、海岸、河川等において遡上した浮遊砂が該条状突起間に捕捉され、且つ、該条状突起間に堆積している砂の沖側への流出を抑止する。斯くして、請求項1、2又は3記載の発明における砂の捕捉及び流出防止効果を一層助成することができる。 Fourth aspect of the present invention, by forming the sectional shape of the strip-like projections on either polygonal, semicircular, shore, floating sand runup in rivers trapped between該条like projection And the outflow to the offshore side of the sand accumulated between the strip-like projections is suppressed. Thus, the effect of capturing sand and preventing outflow in the invention of claim 1, 2 or 3 can be further subsidized.

請求項5記載の発明は上記条状突起は防藻塗料によって塗装され、或いは光触媒コーティング又はコーラル吹付等によって加工されているので、上記請求項1、2、3又は4記載の発明の効果に加え、歩行者が該条状突起上を歩行してもスリップすることなく一層安全に緩傾斜護岸堤上を歩行することが可能となる。   In the invention described in claim 5, the strip protrusions are coated with an alga-proof paint or processed by photocatalyst coating or coral spraying, so that in addition to the effects of the invention described in claims 1, 2, 3 or 4 above, Even if a pedestrian walks on the ridge-like projection, it is possible to walk on the gentle slope revetment even more safely without slipping.

本発明は海岸等に築造されている緩傾斜護岸堤上を人が歩行しても藻類等によってスリップすることなく安全に歩行できるようにすると云う目的を達成するために、多数の護岸ブロックを階段状に築造して成る階段式緩傾斜護岸堤において、水際付近であって海水に浸水される箇所における各護岸ブロック上面に複数の条状突起を所定間隔を有して横方向に並設し、更に、該条状突起間に砂を充填して堆積させたことを特徴とする階段式緩傾斜護岸堤におけるすべり防止機構を提供することによって実現した。 In order to achieve the purpose of the present invention to enable a safe walk without slipping by algae even when a person walks on a gentle slope revetment built on the coast or the like, a number of revetment blocks are used as stairs. In the staircase type gentle slope revetment constructed in a shape, a plurality of strip-like projections are arranged side by side with a predetermined interval on the top surface of each revetment block in the vicinity of the shore and where it is immersed in seawater , Furthermore, the present invention has been realized by providing a slip prevention mechanism in a stair type gentle slope revetment characterized in that sand is filled and deposited between the strip-shaped projections.

以下、本発明の好適な一実施例を図1乃至図7に従って説明する。図1は緩傾斜護岸堤1を示す平面図である。該緩傾斜護岸堤1は海岸、河川、湖沼等に築造されており、且つ、一般に多数のコンクリート製の護岸ブロック2,2…を階段状に築造して構成される。又は、現場打設コンクリート階段方式にて築造される。このような緩傾斜護岸堤1においては、水際付近の護岸ブロック2,2…表面又は前記現場打設コンクリート階段方式にて築造した護岸堤表面に、藻類やぬめり等が付着して滑り易くなる。   Hereinafter, a preferred embodiment of the present invention will be described with reference to FIGS. FIG. 1 is a plan view showing a gently inclined revetment 1. The gentle slope revetment 1 is constructed on the coast, rivers, lakes, and the like, and is generally constructed by constructing a number of concrete revetment blocks 2, 2. Or it is built by a concrete casting stairs method. In such a gently inclined revetment 1, algae, slime, etc. adhere to the revetment blocks 2, 2.

このため、該藻類等が付着した護岸ブロック2,2…等上を人が歩行するとき、足を滑らせて転倒し、又は怪我することもある。而して、水際における自然現象により、藻類が付着して滑り易い箇所、藻類が付着しにくい箇所が生じるので、藻類が付着し易い箇所を人の非進入箇所Wとし、藻類が付着しにくい箇所を人の進入箇所Zとに区分した。そこで、図1においては、前記水際の状況に順応して、図1の下半分の左右側部には人が進入しないように多数の自然石3,3…を所定高さに積み重ねて人の非進入箇所W,Wとし、そして、該人の非進入箇所W,W間に人の進入通路Zを設けて、人の非進入箇所Wと人の進入通路Zとを区分している。而して、前記のように藻類が付着し易い箇所とそうでない箇所が生じるのは、水際に遡上する波の量、遡上した波の引き具合、水際周辺の水洗や地形或いは消波ブロックの配設状態、その他岩場の存在状況、海流の方向等に基因して、水際において藻類の付着し易い箇所とそうでない箇所が生じるのであるが、かかる現象は自明である。勿論、人の非進入箇所W及び人の進入通路Zのレイアウトは自然現象に対応して任意に決定されるものとする。 For this reason, when a person walks on the revetment blocks 2, 2, etc. to which the algae or the like are attached, the person may slip and fall or be injured. Thus, due to natural phenomena at the water's edge, there are places where algae adhere and slip easily, and places where algae do not adhere easily. Was classified as a human entry point Z. Therefore, in FIG. 1 , a large number of natural stones 3, 3... Are stacked at a predetermined height so as to prevent people from entering the left and right sides of the lower half of FIG. The person's non-entry points W and W are provided, and a person's non-entry point W is provided between the person's non-entry points W and W, so that the person's non-entry point W and the person's approach path Z are separated. Thus, the places where the algae is likely to adhere and the places where the algae are not attached as described above are caused by the amount of waves rising upstream, the degree of wave pulling upstream, water washing around the waterfront, terrain or wave-dissipating blocks. The location where the algae are attached and the location where the algae are not likely to occur are generated at the waterside, depending on the arrangement state of the rocks, other rocks, the direction of the ocean current, and the like. This phenomenon is obvious. Of course, the layout of the person's non-entry location W and the person's approach passage Z is arbitrarily determined according to the natural phenomenon .

而して、前記人の進入通路Zは海岸等の水際付近であり、従って、海水に侵水されて藻類が付着し、人が歩行するとき、滑り易く危険箇所となる。そこで、この危険箇所即ち、人の進入通路Zにおける緩傾斜護岸堤1の各護岸ブロック2,2…上面に横方向に条状突起4,4…を所定間隔Lを有して並設している。前記所定間隔Lは人の足が入る程度であることを可とする。   Thus, the person's approach passage Z is near the shore such as the coast, and therefore, it is inundated by seawater and algae adheres, and when a person walks, it becomes a slippery and dangerous place. Therefore, in this dangerous place, that is, the revetment blocks 2, 2... Of the gentle slope revetment 1 in the human approach passage Z, strip-like protrusions 4, 4. Yes. The predetermined interval L can be such that a person's foot can enter.

而して、各前後の条状突起4,4…間には砂5,5…が充填される。そこで、該充填された砂5,5…は前後の条状突起4,4…間に捕捉されて堆積し、該条状突起4,4…から沖側へ流出することが阻止される。   Thus, sand 5, 5... Is filled between the front and rear protrusions 4, 4. Therefore, the filled sand 5, 5... Is trapped and accumulated between the front and rear strip projections 4, 4, and is prevented from flowing out from the strip projections 4, 4,.

図2は前記階段状に築造された緩傾斜護岸堤1の一部切欠平面図であり、図3は図2のA−A線断面図である。図2及び図3は護岸ブロック2,2…を3段階に築造されており、而も、該護岸ブロック2,2…には夫々前端部から後端部間に所定間隔Lを有して横方向(水平方向)に5条の条状突起4を略平行に設けている。   FIG. 2 is a partially cutaway plan view of the gently inclined revetment 1 constructed in a staircase shape, and FIG. 3 is a cross-sectional view taken along line AA of FIG. 2 and 3, the revetment blocks 2, 2... Are constructed in three stages, and each revetment block 2, 2... Has a predetermined interval L between the front end and the rear end. Five strip-shaped protrusions 4 are provided substantially in parallel in the direction (horizontal direction).

尚、上記Lの間隔は人の足が入る程度に形成されるを可とする。然るときは、条状突起4,4…間に充填される砂5,5…の捕捉を確実にするとともに、該条状突起4,4…間の砂5,5…上を人が歩行するに適することになる。勿論、このような構成に限定せられるべきではない。   It should be noted that the interval L can be formed to the extent that a person's foot can enter. When this is the case, it is possible to ensure that the sand 5, 5... Filled between the strip protrusions 4, 4... Is caught, and a person walks on the sand 5, 5. It will be suitable to do. Of course, it should not be limited to such a configuration.

又、図示は省略するが、前記条状突起4,4…間には夫々人の歩行に支障がない程度の凹凸や間隙を有する不織布、織布、マットを前記砂5,5…を充填する前に敷設し、そして、之等不織布、織布又はマットの上面に前記砂5,5…を充填する。然るときは該砂5,5…は上記条状突起間に捕捉されるが、前記不織布等を敷設することにより該砂5,5…は更に該不織布等によっても捕捉堆積されるとともに、人が歩行するとき、足のすべりが阻止され、安全に該緩傾斜護岸堤1上を歩行することが可能となる。 In addition, filling although not shown in the drawings, the strip-shaped projections 4, 4 ... non-woven fabric having an uneven and the gap to the extent that there is no hindrance to walking each person is in between, a woven fabric, said the matte sand 5,5 ... the laid before and this like nonwoven, filling the sand 5,5 ... on the upper surface of the woven fabric or matte. In this case, the sand 5, 5... Is captured between the strip projections. However, by laying the nonwoven fabric etc., the sand 5, 5. When walking, the slipping of the foot is prevented, and it is possible to safely walk on the gently inclined revetment 1.

又、藻類が該緩傾斜護岸堤1に付着しようとしても、前記砂5,5…が前記条状突起4,4…間における海水の流動に追随して移動することにより、該藻類はそぎ落とされることになり、依って、前記人の進入通路Z上を人が歩行しても該藻類に起因するスリップ等によって転倒することなく、安全に歩行することが可能となる。   Further, even if the algae try to adhere to the gently inclined revetment 1, the algae are scraped off by the movement of the sand 5, 5 ... following the flow of seawater between the strip-like projections 4, 4, ... Therefore, even if a person walks on the approach path Z of the person, it is possible to walk safely without falling down due to slip or the like caused by the algae.

又、前記条状突起4はこの上を人が直接歩行する際に、前記付着する藻類等によってすべらないように防藻塗料或いは光触媒コーティング又はコーラル吹付加工等が施されている。但し、之等の加工に限定せられるべきではない。   Further, the streak 4 is provided with an anti-algae paint, a photocatalyst coating, or a coral spraying process so that it does not slip due to the attached algae or the like when a person directly walks on the protrusion 4. However, it should not be limited to these processes.

更に又、該条状突起4はゴム、プラスチック、コンクリート、木材又は鉄の材料によって任意に形成される。従って、既設の緩傾斜護岸堤1に之等の何れかを採択して構成すれば、作業性が極めて良好となる。 Furthermore, the strip-shaped protrusion 4 is arbitrarily formed of a material such as rubber, plastic, concrete, wood, or iron . Therefore, if any of the existing gently inclined revetment 1 is adopted and configured, workability is extremely good.

又、該条状突起4の断面形状を多角形、半円形に形成することにより、海水の流動によって遡上する浮遊砂を捕捉するとともに、沖側へ砂を流出されることを抑止することもできる。 Further, by forming the sectional shape of該条like projections 4 a polygonal, semicircular, while capturing the sediment to run up by the flow of seawater, arresting the flowing out of the sand to the offshore You can also.

次に、図4乃至図7に従って護岸ブロック2の具体例を説明する。図4は該護岸ブロック2の正面図、図5は図4の側面図、図6は図4の平面図である。図7は該護岸ブロック2上に砂5,5…を充填した状態を示す一部切欠側面図である。   Next, a specific example of the revetment block 2 will be described with reference to FIGS. 4 is a front view of the revetment block 2, FIG. 5 is a side view of FIG. 4, and FIG. 6 is a plan view of FIG. FIG. 7 is a partially cutaway side view showing a state in which sand 5 is filled on the revetment block 2.

而して、該護岸ブロック2は前面左右を前方へ突出する如く湾曲して形成されており、従って、該護岸ブロック2上に設けられる前記条状突起4,4…のうち前端部の条状突起4は前記護岸ブロック2の前端部の形状に合わせて湾曲して形成してある。又、後方の条状突起4,4は直線状に形成され、夫々所定間隔Lを有して設けられている。   Thus, the revetment block 2 is formed to be curved so that the front left and right sides protrude forward, and therefore the streak at the front end portion of the strip-shaped projections 4 provided on the revetment block 2. The protrusion 4 is curved and formed in accordance with the shape of the front end portion of the revetment block 2. Further, the rear strip-like projections 4 and 4 are formed in a straight line and are provided with a predetermined interval L, respectively.

而して、該護岸ブロック2は図5に示すように後方(図5において右側)下半部を突設して控部6を有し、該控部6上に之に連設される上方の護岸ブロック2の前方部が図7の鎖線で示すように載置されて階段状に之等護岸ブロック2,2…が築造され、緩傾斜護岸堤1が形成されるのである。   Thus, as shown in FIG. 5, the revetment block 2 has a lower part protruding from the rear (right side in FIG. 5) and has a holding part 6, and the upper part connected to the holding part 6 in a continuous manner. The front part of the revetment block 2 is placed as shown by the chain line in FIG. 7, and the revetment revetment blocks 2, 2,...

尚、図中符号7はフックである。該フック7は隣接の護岸ブロック2と針金等にて結合するときに用いられる。   In the figure, reference numeral 7 denotes a hook. The hook 7 is used when connecting to the adjacent revetment block 2 with a wire or the like.

次に、前記護岸ブロック2上面に前記条状突起4,4…を形成するための一実施例を図7に従って説明する。図7においては該条状突起4,4…は3条が現われている。左側、即ち、護岸ブロック2の前端部(図6において手前側、図7において左側)は前述したように湾曲して形成されており、且つ、前端部の該条状突起4も該護岸ブロック2の前端部
の形状に合わせて形成されているため、前端部の条状突起4を護岸ブロック2に固定するためのボルト様の固定具8は図7において二本が図示されているが、該前端部の条状突起4は勿論1条である。
Next, an embodiment for forming the strip protrusions 4, 4... On the upper surface of the revetment block 2 will be described with reference to FIG. In FIG. 7, three strips appear on the strip-shaped projections 4, 4. The left side, that is, the front end portion (front side in FIG. 6, left side in FIG. 7) of the revetment block 2 is formed to be curved as described above, and the strip-like protrusion 4 at the front end portion is also formed in the revetment block 2. The two bolt-like fixtures 8 for fixing the strip-like protrusion 4 at the front end to the revetment block 2 are shown in FIG. Of course, the number of the protrusions 4 at the front end is one.

而して、図7に示すように、該条状突起4及び該条状突起4を固定すべき箇所における護岸ブロック2に夫々前記ボルト様の固定具8の挿入孔が開穿され、該ボルト様の固定具8を該条状突起4の上面から挿入して該固定具8の下部を護岸ブロック2に設けた固定具8の挿入孔に挿入し、硬化剤を注入して該固定具8を護岸ブロック2に固定すると同時に該条状突起4を該護岸ブロック2上面に固定する。然る後、該条状突起4,4…間に砂5,5…が充填されて安全歩行に供せられるのである。但し、該条状突起4の固定手段は之に限定せられるべきではない。   Thus, as shown in FIG. 7, insertion holes for the bolt-like fixtures 8 are opened in the revetment block 2 at the locations where the streak protrusions 4 and the streak protrusions 4 are to be fixed, respectively. The fixing tool 8 is inserted from the upper surface of the strip-shaped protrusion 4 and the lower part of the fixing tool 8 is inserted into the insertion hole of the fixing tool 8 provided in the revetment block 2, and a hardening agent is injected to fix the fixing tool 8. Is fixed to the revetment block 2 and at the same time, the strip projections 4 are fixed to the upper surface of the revetment block 2. After that, sand 5, 5... Is filled between the strip projections 4, 4. However, the fixing means for the strip-shaped protrusion 4 should not be limited to this.

尚、本発明は、本発明の精神を逸脱しない限り種々の改変を為すことができ、そして、本発明が該改変されたものに及ぶことは当然である。   It should be noted that the present invention can be variously modified without departing from the spirit of the present invention, and the present invention naturally extends to the modified ones.

本発明を海岸に適用した一実施例を示し、その平面図。The top view which shows one Example which applied this invention to the coast. 本発明の緩傾斜護岸堤を示す一部切欠平面図。The partially notched top view which shows the gentle slope revetment of this invention. 図2のA−A線断面図。FIG. 3 is a cross-sectional view taken along line AA in FIG. 2. 本発明の護岸ブロックの正面図。The front view of the bank protection block of this invention. 図4の右側面図。The right view of FIG. 図4の平面図。The top view of FIG. 図4の護岸ブロックに条状突起を設け、その間に砂を充填した状態を示す一部切欠右側面図。FIG. 5 is a partially cut-away right side view showing a state in which strip-shaped protrusions are provided on the revetment block of FIG. 4 and sand is filled therebetween.

符号の説明Explanation of symbols

1 緩傾斜護岸堤
2 護岸ブロック
3 自然石
4 条状突起
5 砂
6 控部
7 フック
8 固定具
DESCRIPTION OF SYMBOLS 1 Mild slope revetment 2 Revetment block 3 Natural stone 4 Strip-shaped protrusion 5 Sand 6 Holding part 7 Hook 8 Fixing

Claims (5)

多数の護岸ブロックを階段状に築造して成る階段式緩傾斜護岸堤において、水際付近であって海水に浸水される箇所における各護岸ブロック上面に複数の条状突起を所定間隔を有して横方向に並設し、更に、該条状突起間に砂を充填して堆積させたことを特徴とする階段式緩傾斜護岸堤におけるすべり防止機構。 In a stair-type gentle slope revetment constructed by building a number of revetment blocks in a staircase shape, a plurality of strip-shaped protrusions are laterally arranged at predetermined intervals on the top surface of each revetment block near the water's edge and inundated with seawater. A slip-preventing mechanism for a stair-type gentle slope revetment, which is arranged side by side and further filled with sand between the strip-shaped projections. 多数の護岸ブロックを階段状に築造して成る階段式緩傾斜護岸堤において、水際付近であって海水に浸水される箇所における各護岸ブロック上面に複数の条状突起を所定間隔を有して横方向に並設し、更に、各条状突起間に、砂を堆積でき、且つ、凹凸や間隙を有する不織布、織布又はマットを敷設し、該不織布、織布又はマットの上面に砂を充填して堆積させたことを特徴とする階段式緩傾斜護岸堤におけるすべり防止機構。 In a stair-type gentle slope revetment constructed by building a number of revetment blocks in a staircase shape, a plurality of strip-shaped protrusions are laterally arranged at predetermined intervals on the top surface of each revetment block near the water's edge and inundated with seawater. juxtaposed in the direction, further, between each row-like projections, sand can deposition, and, nonwoven fabric having an uneven and gaps, a woven fabric or mat laid sand on the upper surface of the nonwoven fabric, woven fabric or matte A slip prevention mechanism for stair-type gentle slope revetments characterized by filling and depositing. 上記条状突起はゴム、プラスチック、コンクリート、木材又は鉄から成る請求項1又は2記載の階段式緩傾斜護岸堤におけるすべり防止機構。 The Article shaped protrusions rubber, plastics, concrete, wood or iron or et consisting claim 1 or 2 anti-slip mechanism in stepped gentle slope revetment bank according. 上記条状突起の断面形状は多角形、半円形を有して、遡上した浮遊砂を捕捉するとともに、沖側へ砂の流出を抑止できるように形成されたことを特徴とする請求項1、2又は3記載の階段式緩傾斜護岸堤におけるすべり防止機構。 Sectional shape polygonal the strip-like projection, a semicircular, claims with capturing run-up airborne sand, characterized in that it is formed so that it can suppress the outflow of sand to offshore The slip prevention mechanism in the stair type gentle slope revetment of description 1, 2 or 3. 上記条状突起は藻類やぬめりが付着しないように加工されて成ることを特徴とする請求項1、2、3又は4記載の階段式緩傾斜護岸堤におけるすべり防止機構。   The slip prevention mechanism in the stair type gentle slope revetment according to claim 1, 2, 3, or 4, wherein the strip protrusion is processed so that algae and slime do not adhere.
JP2006345082A 2006-12-21 2006-12-21 Anti-slip mechanism on stair type gentle slope revetment Expired - Fee Related JP4897957B2 (en)

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