JP2003253647A - Combined steel sheet pile bank protection structure - Google Patents

Combined steel sheet pile bank protection structure

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Publication number
JP2003253647A
JP2003253647A JP2002053549A JP2002053549A JP2003253647A JP 2003253647 A JP2003253647 A JP 2003253647A JP 2002053549 A JP2002053549 A JP 2002053549A JP 2002053549 A JP2002053549 A JP 2002053549A JP 2003253647 A JP2003253647 A JP 2003253647A
Authority
JP
Japan
Prior art keywords
sheet pile
steel sheet
wall
landscape
constructed
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.)
Pending
Application number
JP2002053549A
Other languages
Japanese (ja)
Inventor
Kenji Hori
健治 堀
Kazuhide Tsubuki
一秀 妻夫木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tetra Co Ltd
Original Assignee
Tetra Co Ltd
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 by Tetra Co Ltd filed Critical Tetra Co Ltd
Priority to JP2002053549A priority Critical patent/JP2003253647A/en
Publication of JP2003253647A publication Critical patent/JP2003253647A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a combined steel sheet pile bank protection structure capable of solving a problem on scenery for a long period without impairing the characteristic of the steel sheet pile bank protection superior in its application characteristic and economical efficiency, and exercising superior performance in protecting and keeping ecological system and natural environment as plants and small animals can be grown. <P>SOLUTION: This combined steel sheet pile bank protection structure is constructed by attaching a ceramic flat plate made out of porous sintered body having a coefficient of permeability of 10<SP>-5</SP>-10<SP>0</SP>cm/sec and a volumetric water content of 25% or more, on a front face of a sheet pile wall constructed by driving a number of steel sheet piles in parallel. Living matters can be grown, and a scenery recovering wall for recovering the sheet pile wall is mounted. Preferably, planting prosthesis for growing plants and/or breeding prosthesis for growing small animals are packed in a space formed between the sheet pile wall constructed by using U-shaped steel sheet piles and the scenery recovering wall. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、鋼矢板を河川の
岸辺や海岸等において護岸を目的に、多数の鋼矢板を並
列状に打設して構築される鋼矢板護岸の構造に係り、特
に鋼矢板により構築される矢板壁の前面を覆ってその景
観を修復することができる複合鋼矢板護岸構造に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a steel sheet pile revetment constructed by arranging a number of steel sheet piles in parallel for the purpose of reveting the steel sheet piles at the shore of a river or at the coast. The present invention relates to a composite steel sheet pile revetment structure capable of covering the front surface of a sheet pile wall constructed by steel sheet piles and restoring the landscape.

【0002】[0002]

【従来の技術】多数の鋼矢板を並列状に打設して構築さ
れる矢板壁は、工事が簡単で大掛かりな設備を必要とし
ない、早期施工が可能で工期を大幅に短縮することがで
きる、地盤の状況に対応できて合理的かつ経済的な設計
が可能である、壁体が軽量かつ強靭で重量式構造物とは
異なって耐震設計が容易である、等の多くの特長を有す
ることから、護岸工事、岸壁工事等において多用されて
いる。
2. Description of the Related Art A sheet pile wall constructed by driving a large number of steel sheet piles in parallel is easy to construct and does not require large-scale equipment. It has many features such as that it can cope with the ground condition and can be designed reasonably and economically, that the wall is lightweight and strong, and unlike the heavy-duty structure, the seismic design is easy. Therefore, it is often used for seawall construction and quay construction.

【0003】しかるに、この矢板壁においては、鋼材の
表面が露出し、通常はその表面に鋼材特有の赤錆が生じ
て周辺の景観を損ねる場合が多々ある。そこで、従来に
おいても、このような矢板壁の景観を修復するために種
々の工夫がなされており、例えば、図6に示されている
ように、鋼矢板1a,1bを打設して矢板壁1を構築した後
にその前面にアングル材11を水平に上下二段に取り付
け、その前面から化粧パネル10を配置し、化粧パネル10
に設けた掛け金具12を上記矢板壁1側のアングル材11に
懸垂させて固定することにより、矢板壁1の前面を化粧
パネル10で被覆して景観を修復する化粧パネル修景法
や、図7に示されているように、鋼矢板1a,1bを打設し
て構築した矢板壁1の前面には、その水面付近の高さ
に、上方の植栽容器13aとその下方に突出させた板(フ
ィン)13bとからなる植栽フィン13を設置し、植栽容器1
3aにはその底部を構成するエキスパンドメタル14の上に
プラスチック網15を敷設すると共に植栽土壌16を収容せ
しめ、この植栽フィン13の下流側にフィン13bにより緩
流域17を形成して水際部に植物を繁殖させるようにした
植栽フィン修景法等が提案されている。
However, in this sheet pile wall, the surface of the steel material is exposed, and red rust peculiar to the steel material is usually generated on the surface, which often impairs the surrounding scenery. Therefore, even in the past, various measures have been taken to restore such a landscape of the sheet pile wall. For example, as shown in FIG. 6, steel sheet piles 1a and 1b are struck to make the sheet pile wall. After building 1, the angle member 11 is horizontally attached to the front in two steps, and the decorative panel 10 is arranged from the front, and the decorative panel 10 is attached.
A decorative panel scenic method for suspending and fixing a hanging metal fitting 12 provided on the angle member 11 on the sheet pile wall 1 side to cover the front surface of the sheet pile wall 1 with a decorative panel 10 to restore the landscape, As shown in FIG. 7, on the front surface of the sheet pile wall 1 constructed by driving the steel sheet piles 1a and 1b, the upper planting container 13a and the lower portion thereof are projected at the height near the water surface. Planting fins 13 consisting of plates (fins) 13b are installed and planting containers 1
In 3a, a plastic net 15 is laid on the expanded metal 14 which constitutes the bottom of the plant, and a planting soil 16 is housed therein. There have been proposed methods for planting fin landscapes, etc., in which plants are bred.

【0004】しかしながら、前者の化粧パネル修景法に
おいては、化粧パネル10として例えば自然の岩肌に近い
模様のものを選択する等して、矢板壁1の景観について
はある程度は修復できるものの、周辺の自然な景観の中
に溶け込ませることは困難であり、また、矢板壁1の周
辺では植物の生育や小動物の成育が困難になり、生態系
に多大な影響が生じる場合もある。また、後者の植栽フ
ィン修景法においては、水位変動の小さいところでは有
効ではあるが、水位変動が比較的大きいところではこれ
に対応できない場合が多く、長期の乾燥や水没で植栽容
器13aに生育した植物が枯れたり、急激な増水で植栽容
器13a中の植栽土壌16が流出することもあり、永続的な
緑化を期待することは難しい。
However, in the former makeup panel landscape method, the landscape of the sheet pile wall 1 can be restored to some extent, for example, by selecting a makeup panel 10 having a pattern close to that of a natural rock surface, but the surrounding area of the sheet pile wall 1 can be restored. It is difficult to integrate into the natural landscape, and it becomes difficult to grow plants and small animals in the vicinity of the sheet pile wall 1, which may have a great influence on the ecosystem. Also, in the latter case of the planting fin landscape method, although it is effective in a place where the water level fluctuation is small, it is often not possible to deal with this in a place where the water level fluctuation is relatively large, and the planting container 13a may be dried or submerged for a long time. It is difficult to expect permanent greening, because the plants grown in the plant may die or the planting soil 16 in the planting container 13a may flow out due to a rapid increase in water.

【0005】[0005]

【発明が解決しようとする課題】そこで、本発明者ら
は、施工性や経済性に優れた鋼矢板護岸の特長を損なう
ことなく、長期に亘って景観の問題を解決することがで
き、しかも、植物の生育や小動物の成育が可能であって
生態系や自然環境の保護や維持においても優れた性能を
有する鋼矢板護岸構造について鋭意検討した結果、鋼矢
板により構築された矢板壁の前面に、所定の透水係数及
び体積含水率を有する多孔質焼結体製のセラミック平板
により景観修復壁を構築することにより、単に景観を修
復できるだけでなく、植物の生育や小動物の成育が可能
になることを見出し、本発明を完成した。
Therefore, the present inventors can solve the problem of landscape for a long time without impairing the features of the steel sheet pile revetment which is excellent in workability and economy. , As a result of diligent examination of a steel sheet pile revetment structure capable of growing plants and growing small animals and having excellent performance in protecting and maintaining the ecosystem and natural environment, By constructing a landscape restoration wall with a ceramic flat plate made of a porous sintered body having a predetermined hydraulic conductivity and volumetric water content, not only can the landscape be restored, but also plant growth and small animal growth are possible. And completed the present invention.

【0006】従って、本発明の目的は、施工性や経済性
に優れた鋼矢板護岸の特長を損なうことなく、長期に亘
って景観の問題を解決することができ、しかも、植物の
生育や小動物の成育が可能であって生態系や自然環境の
保護や維持においても優れた性能を発揮する複合鋼矢板
護岸構造を提供することにある。
Therefore, an object of the present invention is to solve the problem of landscape for a long period of time without deteriorating the characteristics of the steel sheet pile revetment which is excellent in workability and economical efficiency, and further, the growth of plants and small animals can be solved. The purpose of the present invention is to provide a composite steel sheet pile revetment structure that is capable of growing and is excellent in protecting and maintaining the ecosystem and natural environment.

【0007】[0007]

【課題を解決するための手段】すなわち、本発明は、多
数の鋼矢板を並列状に打設して構築された矢板壁と、透
水係数10-5〜100cm/sec及び体積含水率25%以上の
多孔質焼結体で形成されたセラミック平板を上記矢板壁
の前面に張り付けて構築され、生物が生育又は成育でき
ると共に矢板壁の景観を修復する景観修復壁とを備えて
いる複合鋼矢板護岸構造である。
That SUMMARY OF THE INVENTION The present invention provides a sheet pile wall constructed a large number of steel sheet piles by Da設in parallel form, permeability 10 -5 ~10 0 cm / sec and the volumetric water content 25 Composite steel that is constructed by pasting a ceramic flat plate formed of a porous sintered body of not less than 5% on the front surface of the sheet pile wall, and has a landscape restoration wall that can grow or grow organisms and restore the landscape of the sheet pile wall It is a sheet pile revetment structure.

【0008】本発明において、矢板壁を構築するための
鋼矢板については、好ましくは、構築された矢板壁の背
面側からこの矢板壁を貫通して景観修復壁に水を浸透さ
せることができる複数の透水孔を有する透水性鋼矢板で
あり、これによって景観修復壁での植物の生育等をより
確実に行うことができる。また、この鋼矢板の種類につ
いては、汎用されているU形鋼矢板であっても、また、
直線形鋼矢板であってもよいが、好ましくは、施工現場
の生態系や自然環境に応じて適切な複合鋼矢板護岸構造
を構築することができるU形鋼矢板である。
In the present invention, regarding the steel sheet pile for constructing the sheet pile wall, preferably, a plurality of sheets capable of penetrating the landscape sheet restoration wall from the back side of the constructed sheet pile wall and penetrating the sheet pile wall. This is a water permeable steel sheet pile having a water permeable hole, which makes it possible to more reliably grow plants on the landscape restoration wall. Regarding the type of steel sheet pile, even if it is a U-shaped steel sheet pile that is widely used,
Although it may be a straight-lined steel sheet pile, it is preferably a U-shaped sheet pile capable of constructing an appropriate composite steel sheet pile revetment structure according to the ecosystem and natural environment of the construction site.

【0009】すなわち、鋼矢板としてU形鋼矢板を用い
た場合には、施工現場の生態系や自然環境に応じて、こ
のU形鋼矢板で構築された矢板壁と景観修復壁との間に
形成される空隙部内に植物生育可能な植栽補填材及び/
又は小動物成育可能な飼育補填材を充填し、景観修復壁
自体の性能と相俟って生物に対してより優れた生育又は
成育のための環境を構成することができる。
That is, when a U-shaped steel sheet pile is used as the steel sheet pile, depending on the ecosystem and the natural environment of the construction site, the space between the sheet pile wall constructed with this U-shaped steel sheet pile and the landscape restoration wall is used. Planting supplementary material capable of growing plants in the formed void and /
Alternatively, it can be filled with a rearing material capable of growing small animals, and, together with the performance of the landscape restoration wall itself, can form an environment for better growth or growth of living things.

【0010】例えば、河川等における比較的流れの穏や
かな淡水系での複合鋼矢板護岸においては、上記矢板壁
と景観修復壁との間に形成される空隙部内に植物生育可
能な植栽補填材を充填して植物の生育により適切な環境
を作り出してもよく、また、比較的流れの激しい淡水系
や海岸等の塩水系での複合鋼矢板護岸においては、上記
矢板壁と景観修復壁との間に形成される空隙部内を上下
に仕切り、下部に小動物成育可能な飼育補填材を充填す
ると共に上部に植物生育可能な植栽補填材を充填し、こ
れら飼育補填材と植栽補填材との境界を水面の高さより
上方に位置させ、下部には小動物の成育に適切な環境を
作り出すと共に、上部には植物の生育に適切な環境を作
り出すようにしてもよい。
For example, in a composite steel sheet pile revetment in a freshwater system where the flow is relatively gentle in a river or the like, a planting supplementary material capable of growing plants in the void formed between the sheet pile wall and the landscape restoration wall. To create an appropriate environment by growing plants.Also, in a composite steel sheet pile revetment in a saltwater system such as a freshwater system or a coast where the flow is relatively vigorous, the above sheet pile wall and landscape restoration wall The space formed between them is divided into upper and lower parts, the lower part is filled with a breeding supplement that can grow small animals, and the upper part is filled with a planting supplement that can grow plants. The boundary may be located above the height of the water surface so that an environment suitable for the growth of small animals is created in the lower part and an environment suitable for the growth of plants is created in the upper part.

【0011】このような目的で用いられる植物生育可能
な植栽補填材としては、例えば、天然土壌、施工現場発
生土、人工軽量土壌、シルト、砂、あるいはこれらの混
合物等を挙げることができ、また、小動物成育可能な飼
育補填材としては、例えば、上述した植栽補填材等に加
えて、比較的粒径が大きくて必要な生活空間を確保でき
る砂利や砕石等を例示することができ、これら植栽補填
材や飼育補填材については複合鋼矢板護岸が構築される
周辺の環境に合わせて適宜選択して用いることができ
る。
Examples of plant-filling materials capable of growing plants used for such purposes include natural soil, soil generated at construction sites, artificial lightweight soil, silt, sand, and mixtures thereof. Further, examples of breeding supplements that can grow small animals include, in addition to the above-mentioned planting supplements, gravel and crushed stone that have a relatively large particle size and can secure a necessary living space, These planting supplements and breeding supplements can be appropriately selected and used according to the surrounding environment in which the composite steel sheet pile revetment is constructed.

【0012】更に、上記矢板壁と景観修復壁との間に形
成される空隙部には、その下端開口部に、補填材保持部
材、好ましくは透水性の補填材保持部材を設け、この空
隙部内に充填された植栽補填材及び/又は飼育補填材を
所定の領域に保持できるようにしてもよく、これによっ
て例えば矢板壁の前面側の水深が深い場合にも容易に所
望の複合鋼矢板護岸を構築することができる。
Further, in the void portion formed between the sheet pile wall and the landscape restoration wall, a filling material holding member, preferably a water permeable filling material holding member is provided in the lower end opening, and the inside of this void portion is provided. The planting filling material and / or the breeding filling material filled in may be retained in a predetermined area, whereby a desired composite steel sheet pile revetment can be easily obtained even when the water depth on the front side of the sheet pile wall is deep, for example. Can be built.

【0013】また、本発明において、上記景観修復壁を
構築するのに用いられるセラミック平板は、その透水係
数が10-5〜100cm/sec、好ましくは10-4〜10-1c
m/secであって、その体積含水率が25%以上、好ましく
は30〜40%の多孔質焼結体で形成されたものである
必要がある。透水係数が10-5cm/secより低いと、透水
性が不足して発芽した植物も根腐れを起こし易く、反対
に、100cm/secより高いと、水分を保持する力が不足
して乾燥し易くなって植生性能が低下する。また、体積
含水率が25%より低いと植生性能が不足し、40%を超
えるとその強度が低下する。
Further, in the present invention, the ceramic plates used to construct the landscape restoration wall, its permeability is 10 -5 ~10 0 cm / sec, preferably 10 -4 to 10 -1 c
m / sec, and the volumetric water content must be 25% or more, preferably 30 to 40% and formed of a porous sintered body. If permeability is less than 10 -5 cm / sec, susceptible to plants root rot water permeability germinated insufficient, on the contrary, when higher than 10 0 cm / sec, the force for holding the moisture is insufficient It becomes easy to dry and the vegetation performance deteriorates. If the volumetric water content is lower than 25%, the vegetation performance will be insufficient, and if it exceeds 40%, the strength will be reduced.

【0014】そして、このセラミック平板については、
その厚さが20〜100mm、好ましくは30〜80mmで
あるのがよく、20mmより薄いと、強度が不足して補強
が必要になったり、流木等の衝撃により簡単に破損する
虞があり、反対に、100mmより厚くすると、その重量
が嵩んで景観修復壁の施工コストが高くなって経済的で
ない。また、このセラミック平板の大きさや形状につい
ては、特に制限はないが、その製造上、施工上、輸送上
等の観点から、通常、縦寸法が200〜400mm程度で
横寸法が400〜600mm程度の長方形状のものが用い
られる。
And regarding this ceramic flat plate,
The thickness is preferably 20 to 100 mm, preferably 30 to 80 mm. If the thickness is less than 20 mm, the strength may be insufficient and reinforcement may be required, or it may be easily damaged by the impact of driftwood. In addition, if it is thicker than 100 mm, the weight becomes heavy and the construction cost of the landscape restoration wall becomes high, which is not economical. The size and shape of this ceramic flat plate is not particularly limited, but from the viewpoint of production, construction, transportation, etc., the vertical dimension is usually about 200 to 400 mm and the horizontal dimension is about 400 to 600 mm. A rectangular shape is used.

【0015】また、このセラミック平板については、複
合鋼矢板護岸の施工現場の環境等を考慮して、直径10
〜50mm程度の大きさの複数の貫通孔が設けられていて
もよく、比較的大型の植物の生育環境を構築したり、あ
るいは、小動物の住居や移動空間として利用することが
できる。
The ceramic flat plate has a diameter of 10 in consideration of the environment at the construction site of the composite steel sheet pile revetment.
A plurality of through-holes having a size of about 50 mm may be provided, and it is possible to construct a growth environment for a relatively large plant, or to use as a house for small animals or a moving space.

【0016】このようなセラミック平板を製造する方法
については、特に制限はないが、好適な方法として、例
えば、粒径1.5〜10.0mmのクリンカーアッシュ骨
材(造粒物を含む)45〜80wt%と、ソーダ石灰ガラ
スと水硬性セメントよりなる多孔質結晶化ガラス成分2
0〜55wt%と、成形用水分10〜25wt%とを混合し、
得られた混合物を造粒し、20〜60分間養生し、その
後に振動成形機の型枠内に充填して成形面圧力5〜30
kg/cm2で平板状又はブロック状に成形し、この成形体を
再び養生して硬化させ、次いで乾燥した後に1000〜
1200℃で焼成する方法(特許第3,158,086号掲載公
報)や、石炭灰フライアッシュとクリンカーアッシュの
合計量50〜85wt%と、粘土質原料水硬性セメントの
合計量15〜30wt%と、焼結調整材料0〜20wt%とを
混合して原料組成物を調製し、得られた原料組成物を成
形して乾燥し、次いで1000〜1200℃で焼成する
方法(特開平9-25,155号公報)等の方法を挙げることが
できる。
A method for producing such a ceramic flat plate is not particularly limited, but a suitable method is, for example, a clinker ash aggregate (including a granulated material) 45 having a particle diameter of 1.5 to 10.0 mm. 〜80wt%, Porous crystallized glass component 2 consisting of soda-lime glass and hydraulic cement 2
Mixing 0 to 55 wt% with molding water of 10 to 25 wt%,
The obtained mixture is granulated, cured for 20 to 60 minutes, and then filled in a mold of a vibration molding machine to form a molding surface pressure of 5 to 30.
It is molded into a flat plate or block at kg / cm 2 , and the molded body is cured and cured again, and then dried to 1000 ~
A method of firing at 1200 ° C (Patent No. 3,158,086), a total amount of coal ash fly ash and clinker ash of 50 to 85 wt%, and a total amount of clay-based hydraulic cement of 15 to 30 wt%, and sintering adjustment A method in which a raw material composition is prepared by mixing 0 to 20 wt% of the material, the obtained raw material composition is molded, dried, and then baked at 1000 to 1200 ° C. (JP-A-9-25,155) A method can be mentioned.

【0017】また、このようなセラミック平板を用いて
矢板壁の前面に景観修復壁を構築するための方法につい
ても、特に制限されるものではなく、例えば、構築した
ばかりでまだ矢板壁の表面が汚れていない場合には、接
着剤等の手段でセラミック平板を直接に矢板壁の表面に
固着してもよく、また、既設の矢板壁で既に赤錆等が発
生しているような場合には、矢板壁の前面に所定の間隔
をおいて水平方向にフラットバーを取り付け、このフラ
ットバーにセラミック平板を接着剤や止め金具により固
定したり、更には、矢板壁を構成する鋼矢板と景観修復
壁を構成するセラミック平板とにそれぞれその製造時に
予め止め金具等を設けておいてもよい。
Further, the method for constructing a landscape restoration wall on the front surface of the sheet pile wall using such a ceramic flat plate is not particularly limited, and for example, the surface of the sheet pile wall which has just been constructed and is still in the construction is not limited. When it is not dirty, the ceramic flat plate may be directly adhered to the surface of the sheet pile wall by means of an adhesive or the like, and in the case where red rust or the like has already occurred on the existing sheet pile wall, A flat bar is attached to the front of the sheet pile wall at a predetermined interval in the horizontal direction, and a ceramic flat plate is fixed to this flat bar with an adhesive or a fastener, and further, a steel sheet pile and a landscape restoration wall that compose the sheet pile wall. The metal plate and the ceramic flat plate may be provided with a stopper or the like in advance during the manufacturing thereof.

【0018】ここで、U形鋼矢板で構築された矢板壁と
景観修復壁との間の空隙部内に植栽補填材及び/又は飼
育補填材を充填する場合であって、景観修復壁を構築す
るセラミック平板に貫通孔を設けた場合には、好ましく
は少なくとも景観修復壁を構築するセラミック平板の貫
通孔の背面側に吸出し防止ネットを配設し、空隙部内に
充填した植栽補填材及び/又は飼育補填材が上記貫通孔
を介して外部に吸い出されるのを防止する。
Here, a case where the planting and / or breeding filling material is filled in the space between the sheet pile wall constructed of U-shaped steel sheet pile and the landscape restoration wall, and the landscape restoration wall is constructed. In the case where the through hole is provided in the ceramic flat plate to be used, preferably, a suction preventing net is arranged at least on the back side of the through hole of the ceramic flat plate for constructing the landscape restoration wall, and the planting filling material and // Alternatively, the breeding supplementary material is prevented from being sucked out through the through hole.

【0019】本発明の複合鋼矢板護岸構造は、矢板壁と
その前面に構築されて所定の透水係数及び体積含水率を
有する景観修復壁とで構成されるので、単に景観が修復
されるだけでなく、その透水係数及び体積含水率に基づ
いて、景観修復壁にはコケ類の活着や植物の生育、更に
は微生物の繁殖や場合によっては小動物の成育も可能で
ある。
Since the composite steel sheet pile revetment structure of the present invention is composed of a sheet pile wall and a landscape restoration wall which is constructed in front of the sheet pile and has a predetermined hydraulic conductivity and volume moisture content, the landscape is simply restored. However, based on its hydraulic conductivity and volumetric water content, it is possible to establish moss survival, plant growth, microbial growth and, in some cases, small animal growth on the landscape restoration wall.

【0020】そして、特に、矢板壁を構築する鋼矢板と
して透水性鋼矢板やU形鋼矢板を用いることにより、更
に植物の生育や小動物の成育に好適な環境を創出するこ
とができ、特にU形鋼矢板で構築された矢板壁と景観修
復壁との間の空隙部内に植栽補填材及び/又は飼育補填
材を充填した場合には植物の生育や小動物の成育により
優れた環境を作り出すことができる。
Especially, by using a water permeable steel sheet pile or a U-shaped steel sheet pile as the steel sheet pile for constructing the sheet pile wall, it is possible to create an environment suitable for further plant growth and small animal growth. Creating a superior environment for plant growth and small animal growth when planting and / or rearing filling materials are filled in the space between the sheet pile wall constructed with shaped steel sheet pile and the landscape restoration wall You can

【0021】[0021]

【発明の実施の形態】以下、添付図面に示す実施例に基
いて、本発明の複合鋼矢板護岸構造の好適な実施の形態
を具体的に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the composite steel sheet pile revetment structure of the present invention will be specifically described below with reference to the embodiments shown in the accompanying drawings.

【0022】実施例1 図1〜図4に、本発明の実施例1に係る河川Rでの複合
鋼矢板護岸構造が示されている。この実施例1の複合鋼
矢板護岸構造は、多数のU形鋼矢板1a,1bを並列状に打
設して構築された矢板壁1と、透水係数5×10-2cm/s
ec及び体積含水率32%の多孔質焼結体で形成され、4
00mm×250mm×50mmの大きさのセラミック平板2a
により上記矢板壁1の全面に構築されたけ景観修復壁2
と、上記U形鋼矢板1a,1bの形状に基づいて矢板壁1と
景観修復壁2との間に形成された空隙部内に充填され、
植物の生育が可能な天然土壌からなる植栽補填材3aとで
構成されている。
Embodiment 1 FIGS. 1 to 4 show a composite steel sheet pile revetment structure in a river R according to Embodiment 1 of the present invention. The composite steel sheet pile revetment structure of this Example 1 is a sheet pile wall 1 constructed by arranging a large number of U-shaped steel sheet piles 1a and 1b in parallel, and a water permeability coefficient of 5 × 10 −2 cm / s.
ec and a porous sintered body with a volumetric water content of 32%
Ceramic flat plate 2a with a size of 00 mm x 250 mm x 50 mm
The landscape restoration wall 2 built on the entire surface of the sheet pile wall 1 by
And filled in the void formed between the sheet pile wall 1 and the landscape restoration wall 2 based on the shape of the U-shaped steel sheet piles 1a, 1b,
It is composed of a planting supplement 3a made of natural soil on which plants can grow.

【0023】この実施例1において、矢板壁1を構成す
る各U形鋼矢板1a,1bには、図2〜図3に示されている
ように、直径28mmφの多数の透水孔4が水平方向14
0mm及び垂直方向200mmの間隔で開設されており、こ
れらの透水孔4を介して矢板壁1の背面の陸G側からそ
の前面側へと、また、その前面の河川Rから背面の陸G
側へとそれぞれ水が浸透するようになっており、更に、
矢板壁1と景観修復壁2との間に形成された空隙部の下
端開口部には、図2に示されているように、この空隙部
内に充填された植栽補填材3aを保持するための鋼板製の
補填材保持部材5が溶接により取り付けられており、こ
の補填材保持部材5には水が浸透できるように多数の小
孔5aが設けられている。
In the first embodiment, as shown in FIGS. 2 and 3, each U-shaped steel sheet pile 1a, 1b constituting the sheet pile wall 1 is provided with a large number of water permeation holes 4 having a diameter of 28 mmφ in the horizontal direction. 14
It is opened at intervals of 0 mm and 200 mm in the vertical direction, and through these water-permeable holes 4, from the land G side on the back side of the sheet pile wall 1 to its front side, and from the river R on the front side to the land G on the back side.
Water is supposed to penetrate into each side, and further,
At the lower end opening of the void formed between the sheet pile wall 1 and the landscape restoration wall 2, as shown in FIG. 2, for holding the planting restoration material 3a filled in the void. The filling material holding member 5 made of a steel plate is attached by welding, and a large number of small holes 5a are provided in the filling material holding member 5 so that water can permeate.

【0024】また、この実施例1において、上記景観修
復壁2は、図4に示されているように、矢板壁1側に溶
接等の手段で多数の鋼板製のフラットバー6を鉛直方向
所定の間隔をおいて水平に取り付け、このフラットバー
6に例えばエポキシ樹脂接着剤等の樹脂系接着剤により
各セラミック平板2aを固着することにより構築されてい
る。
Further, in the first embodiment, as shown in FIG. 4, the landscape restoration wall 2 is provided with a large number of steel plate flat bars 6 on the sheet pile wall 1 side in a vertical direction by means such as welding. It is constructed by attaching the ceramic flat plates 2a to the flat bar 6 horizontally with a space between them and fixing them to the flat bar 6 with a resin adhesive such as an epoxy resin adhesive.

【0025】従って、この実施例1の複合鋼矢板護岸構
造によれば、セラミック平板2aで構築された景観修復壁
2には、セラミック平板2aが有する優れた植生性能に基
づいて、施工現場で付着した種子の植物の生育が可能で
あるほか、特に天然土壌からなる植栽補填材3aが充填さ
れた空隙部が存在する領域では、植物はこの植栽補填材
3a中にまで根を張ることができて大きく育ち、矢板壁1
の景観がセラミック平板2aの景観修復壁2で修復される
だけでなく、周辺の生態系や自然環境にマッチした自然
な状態を維持することができる。
Therefore, according to the composite steel sheet pile revetment structure of Example 1, the scenic restoration wall 2 constructed with the ceramic flat plate 2a adheres at the construction site based on the excellent vegetation performance of the ceramic flat plate 2a. In addition to being able to grow the plant of the seeds that have been planted, especially in the region where there is a void filled with the planting filling material 3a made of natural soil, the plant is
3a can grow roots and grows up big, and the sheet pile wall 1
Not only can the landscape be restored by the landscape restoration wall 2 of the ceramic flat plate 2a, but a natural state that matches the surrounding ecosystem and natural environment can be maintained.

【0026】また、この際に、矢板壁1を構成するU形
鋼矢板1a,1bには多数の透水孔4が開設されているの
で、河川Rの水面より上方に位置する景観修復壁2や空
隙部内の植栽補填材3aに対しても、これらの透水孔4を
介して矢板壁1の背面の陸G側から水が浸透して供給さ
れ、また、矢板壁1と景観修復壁2との間に形成された
空隙部の下端開口部には多数の小孔5aを有する補填材保
持部材5が取り付けられているので、これらの小孔5aを
介して空隙部内の植栽補填材3aに水が吸い上げられ、景
観修復壁2に生育した植物は乾燥して枯れることもな
い。そして、空隙部内の植栽補填材3aには当然のことと
して微生物も繁殖する。
At this time, since a large number of water permeation holes 4 are formed in the U-shaped steel sheet piles 1a and 1b constituting the sheet pile wall 1, the landscape restoration wall 2 located above the water surface of the river R and Water is also permeated and supplied from the land G side on the back surface of the sheet pile wall 1 through these water permeation holes 4 to the planting restoration material 3a in the space, and the sheet pile wall 1 and the landscape restoration wall 2 are also supplied. Since the filling material holding member 5 having a large number of small holes 5a is attached to the lower end opening of the void portion formed between the gaps, the planting filling material 3a in the void portion is attached to these through the small holes 5a. The water is sucked up, and the plants grown on the landscape restoration wall 2 do not dry and die. Then, as a matter of course, microorganisms also propagate on the planting supplementary material 3a in the void portion.

【0027】この実施例1の河川における複合鋼矢板護
岸構造によれば、周辺の環境や季節にもよるが、暖かい
春から夏の間であれば通常は3ヶ月程度で景観修復壁2
の表面にコケ類が活着し、付着した植物の種子が発芽す
る。
According to the composite steel sheet pile revetment structure in the river of this Example 1, the scenery restoration wall 2 is normally about 3 months between warm spring and summer, depending on the surrounding environment and season.
The moss is attached to the surface of the plant and the seeds of the attached plant germinate.

【0028】実施例2 次に、図5は本発明の実施例2に係る海岸Sでの複合鋼
矢板護岸構造を示すものであり、上記実施例1の場合と
は異なり、海の波や飛沫がかかって海水の影響があるセ
ラミック平板2bには直径40mmφの大きさの貫通孔7が
水平方向に3個及び垂直方向に2個の割合で互いに略等
間隔で開設されており、また、これら各貫通孔7の背面
側には比較的目の粗い吸出し防止ネット8が配設されて
おり、更に、矢板壁1と景観修復壁2との間に形成され
た空隙部内には、その下部に小動物が成育可能な砂利か
らなる飼育補填材3bが充填されていると共に上部に植物
が生育可能な天然土壌からなる植栽補填材3aが充填され
ており、水面の高さより上方に位置する上記飼育補填材
3bと植栽補填材3aとの境界には鋼板で形成された仕切り
板9が設けられている。
Example 2 Next, FIG. 5 shows a composite steel sheet pile revetment structure on the coast S according to Example 2 of the present invention. Unlike the case of Example 1 above, sea waves and splashes are shown. The ceramic flat plate 2b which is affected by seawater is provided with through holes 7 having a diameter of 40 mmφ at a ratio of 3 in the horizontal direction and 2 in the vertical direction at substantially equal intervals. On the back side of each through-hole 7, a relatively coarse open-venting net 8 is arranged, and further, in the space formed between the sheet pile wall 1 and the landscape restoration wall 2, at the lower part thereof. Breeding supplementary material 3b made of gravel that allows small animals to grow is filled with planting supplementary material 3a made of natural soil on which plants can grow, and the above-mentioned breeding that is located above the height of the water surface. Supplementary material
A partition plate 9 made of a steel plate is provided at the boundary between the 3b and the planting compensation material 3a.

【0029】従って、この実施例2の複合鋼矢板護岸構
造によれば、仕切り板9より上方の植栽補填材3aが充填
された領域では海水の影響が遮断されて植物が生育し、
また、この仕切り板9より下方の海水が影響する領域で
は計画修復壁2を構成するセラミック平板2bの貫通孔7
からカニやゴカイ等の小動物が侵入してこの貫通孔7内
や飼育補填材3b内で成育する。
Therefore, according to the composite steel sheet pile revetment structure of this Example 2, the influence of seawater is cut off in the region above the partition plate 9 filled with the planting restoration material 3a, and plants grow,
Further, in the region below the partition plate 9 affected by seawater, the through hole 7 of the ceramic flat plate 2b forming the planned restoration wall 2 is formed.
Small animals such as crabs and oysters invade from there and grow within the through holes 7 and the rearing material 3b.

【0030】[0030]

【発明の効果】以上の通り、本発明の複合鋼矢板護岸構
造によれば、鋼矢板護岸が有する優れた施工性や経済性
を損なうことなく、矢板壁の前面に構築した景観修復壁
により長期に亘って景観の問題を解決することができ、
しかも、この景観修復壁には植物の生育や小動物の成育
が可能であって生態系や自然環境を保護し、また、維持
することができる。
As described above, according to the composite steel sheet pile revetment structure of the present invention, the landscape restoration wall built in front of the sheet pile wall can be used for a long period of time without impairing the excellent workability and economy of the steel sheet pile revetment. Can solve landscape problems,
Moreover, this landscape restoration wall can grow plants and grow small animals to protect and maintain the ecosystem and natural environment.

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

【図1】 図1は、本発明の実施例1に係る河川での複
合鋼矢板護岸構造を示す部分断面説明図である。
FIG. 1 is a partial cross-sectional explanatory view showing a composite steel sheet pile revetment structure in a river according to a first embodiment of the present invention.

【図2】 図2は、図1のII-II線断面説明図である。FIG. 2 is a sectional view taken along the line II-II in FIG.

【図3】 図3は、図1のIII-III線断面説明図であ
る。
3 is a cross-sectional explanatory view taken along the line III-III of FIG.

【図4】 図4は、図1においてその矢板壁の前面に景
観修復壁を構築する方法を示す部分斜視説明図である。
FIG. 4 is a partial perspective explanatory view showing a method for constructing a landscape restoration wall on the front surface of the sheet pile wall in FIG. 1.

【図5】 図5は、本発明の実施例3に係る海岸での複
合鋼矢板護岸構造を示す図2と同様の断面説明図であ
る。
[Fig. 5] Fig. 5 is a cross-sectional explanatory view similar to Fig. 2, showing a composite steel sheet pile revetment structure on a coast according to a third embodiment of the present invention.

【図6】 図6は、従来の鋼矢板護岸構造を示す図4と
同様の部分斜視説明図である。
FIG. 6 is a partial perspective view similar to FIG. 4 showing a conventional steel sheet pile revetment structure.

【図7】 図7は、従来の鋼矢板護岸構造を示す図4と
同様の部分斜視説明図である。
FIG. 7 is a partial perspective view similar to FIG. 4, showing a conventional steel sheet pile revetment structure.

【符号の説明】[Explanation of symbols]

R…河川、G…陸、1…矢板壁、1a,1b…U形鋼矢板、
2…景観修復壁、2a,2b…セラミック平板、3a…植栽補
填材、3b…飼育補填材、4…透水孔、5…補填材保持部
材、5a…小孔、6…フラットバー、7…貫通孔、8…吸
出し防止ネット、9…仕切り板。
R ... river, G ... land, 1 ... sheet pile wall, 1a, 1b ... U-shaped steel sheet pile,
2 ... Landscape restoration wall, 2a, 2b ... Ceramic flat plate, 3a ... Planting filling material, 3b ... Rearing filling material, 4 ... Water permeable hole, 5 ... Filling material holding member, 5a ... Small hole, 6 ... Flat bar, 7 ... Through hole, 8 ... Suction prevention net, 9 ... Partition plate.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 多数の鋼矢板を並列状に打設して構築さ
れた矢板壁と、透水係数10-5〜100cm/sec及び体積
含水率25%以上の多孔質焼結体で形成されたセラミッ
ク平板を上記矢板壁の前面に張り付けて構築され、生物
が生育又は成育できると共に矢板壁の景観を修復する景
観修復壁とを備えていることを特徴とする複合鋼矢板護
岸構造。
Formed in claim 1. A sheet pile wall constructed a large number of steel sheet piles by Da設in parallel form, permeability 10 -5 ~10 0 cm / sec and the volumetric water content of 25% or more of the porous sintered body A composite steel sheet pile revetment structure, comprising a ceramic flat plate adhered to the front surface of the sheet pile wall, and a landscape restoration wall that restores the landscape of the sheet pile wall while allowing growth and growth of living things.
【請求項2】 鋼矢板が、矢板壁の背面側からこの矢板
壁を貫通して景観修復壁に水を浸透させるための複数の
透水孔を有する透水性鋼矢板である請求項1に記載の複
合鋼矢板護岸構造。
2. The steel sheet pile is a water permeable steel sheet pile having a plurality of water permeation holes for penetrating water from the back side of the sheet pile wall into the landscape restoration wall to penetrate the sheet pile wall. Composite steel sheet pile revetment structure.
【請求項3】 鋼矢板がU形鋼矢板で構成されていると
共に、このU形鋼矢板で構築された矢板壁と景観修復壁
との間に形成される空隙部内には植物生育可能な植栽補
填材及び/又は小動物成育可能な飼育補填材が充填され
ている請求項1又は2に記載の複合鋼矢板護岸構造。
3. The steel sheet pile is composed of U-shaped steel sheet piles, and a plant capable of growing plants is provided in a void portion formed between the sheet pile wall constructed of the U-shaped steel sheet pile and the landscape restoration wall. The composite steel sheet pile revetment structure according to claim 1 or 2, which is filled with a plant supplement and / or a rearing supplement capable of growing small animals.
【請求項4】 U形鋼矢板で構築された矢板壁と景観修
復壁との間に形成される空隙部内には、その下部に小動
物成育可能な飼育補填材が充填されていると共に上部に
植物生育可能な植栽補填材が充填されており、これら飼
育補填材と植栽補填材との境界が水面の高さより上方に
位置する請求項3に記載の複合鋼矢板護岸構造。
4. A space between a sheet pile wall constructed of U-shaped steel sheet piles and a landscape restoration wall is filled with a rearing material capable of growing small animals at the bottom and a plant at the top. The composite steel sheet pile revetment structure according to claim 3, which is filled with a vegetative filling material that can grow and the boundary between the breeding filling material and the planting filling material is located above the height of the water surface.
【請求項5】 U形鋼矢板で構築された矢板壁と景観修
復壁との間に形成される空隙部には、その下端開口部に
設けられてこの空隙部内に充填された植栽補填材及び/
又は飼育補填材を保持する補填材保持部材が設けられて
いる請求項3又は4に記載の複合鋼矢板護岸構造。
5. A vegetation filling material which is provided in a lower end opening of a void portion formed between a sheet pile wall constructed of U-shaped steel sheet pile and a landscape restoration wall and filled in the void portion. as well as/
Alternatively, the composite steel sheet pile revetment structure according to claim 3 or 4, wherein a supplementary material holding member for holding the breeding supplementary material is provided.
【請求項6】 補填材保持部材が、透水性である請求項
5に記載の複合鋼矢板護岸構造。
6. The composite steel sheet pile revetment structure according to claim 5, wherein the supplementary material holding member is water permeable.
【請求項7】 景観修復壁を構築するセラミック平板に
は複数の貫通孔が設けられていると共に、これら貫通孔
の背面側にはU形鋼矢板で構築された矢板壁と景観修復
壁との間の空隙部内に充填された植栽補填材及び/又は
飼育補填材がこの貫通孔を介して外部に吸い出されるの
を防止する吸出し防止ネットが配設されている請求項3
〜6のいずれかに記載の複合鋼矢板護岸構造。
7. A ceramic flat plate for constructing a landscape restoration wall is provided with a plurality of through holes, and on the back side of these through holes, a sheet pile wall constructed of U-shaped steel sheet pile and a landscape restoration wall are provided. 4. A suction preventing net for preventing the planting filling material and / or the breeding filling material filled in the space between them from being sucked to the outside through the through hole.
The composite steel sheet pile revetment structure according to any one of to 6.
JP2002053549A 2002-02-28 2002-02-28 Combined steel sheet pile bank protection structure Pending JP2003253647A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002053549A JP2003253647A (en) 2002-02-28 2002-02-28 Combined steel sheet pile bank protection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002053549A JP2003253647A (en) 2002-02-28 2002-02-28 Combined steel sheet pile bank protection structure

Publications (1)

Publication Number Publication Date
JP2003253647A true JP2003253647A (en) 2003-09-10

Family

ID=28664946

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015137510A (en) * 2014-01-24 2015-07-30 新日鐵住金株式会社 Wall body structure
CN105256764A (en) * 2015-11-03 2016-01-20 交通运输部天津水运工程科学研究所 Wave type ecological river bank structure
CN109338986A (en) * 2018-11-21 2019-02-15 交通运输部天津水运工程科学研究所 Cross sheet pile ecotype groynes
CN112376493A (en) * 2020-11-23 2021-02-19 上海勘测设计研究院有限公司 Ecological revetment structure and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015137510A (en) * 2014-01-24 2015-07-30 新日鐵住金株式会社 Wall body structure
CN105256764A (en) * 2015-11-03 2016-01-20 交通运输部天津水运工程科学研究所 Wave type ecological river bank structure
CN109338986A (en) * 2018-11-21 2019-02-15 交通运输部天津水运工程科学研究所 Cross sheet pile ecotype groynes
CN112376493A (en) * 2020-11-23 2021-02-19 上海勘测设计研究院有限公司 Ecological revetment structure and construction method thereof

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