JP4057474B2 - Seawall revetment - Google Patents

Seawall revetment Download PDF

Info

Publication number
JP4057474B2
JP4057474B2 JP2003171783A JP2003171783A JP4057474B2 JP 4057474 B2 JP4057474 B2 JP 4057474B2 JP 2003171783 A JP2003171783 A JP 2003171783A JP 2003171783 A JP2003171783 A JP 2003171783A JP 4057474 B2 JP4057474 B2 JP 4057474B2
Authority
JP
Japan
Prior art keywords
revetment
waterway
water channel
steel plate
forming
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 - Fee Related
Application number
JP2003171783A
Other languages
Japanese (ja)
Other versions
JP2005009098A (en
Inventor
棚橋  尚
Original Assignee
丸栄コンクリート工業株式会社
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.)
Filing date
Publication date
Application filed by 丸栄コンクリート工業株式会社 filed Critical 丸栄コンクリート工業株式会社
Priority to JP2003171783A priority Critical patent/JP4057474B2/en
Publication of JP2005009098A publication Critical patent/JP2005009098A/en
Application granted granted Critical
Publication of JP4057474B2 publication Critical patent/JP4057474B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Revetment (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、側壁や底部を備えた水路形成用コンクリート製品を連設して水路を形成してなる水路用護岸に関するものである。
【0002】
【従来の技術】
従来から、海、河川、湖、池、浄水場などに雨水、農業用水、排水などを送水するために、コンクリート製の水路用護岸が形成されており、壁面や底面が浸蝕されることなく送水して、必要水量の確保や外部への無用の環境汚染をしないように配慮されている。しかしながら、このコンクリート製の水路用護岸は水生植物や水棲動物が生息しにくいため、周囲の自然界から遊離し、自然との調和がはかりにくいものであった。
【0003】
そこで、特許文献1には、側壁部を、対向して配置された2枚の網状板間に多数の石を収納保持可能に形成し、底部を前記側壁を連結するリブにて形成した水路用護岸が開示されており、水生植物が根を張るとともに、水棲動物が石と石の間に生息し、自然の浄化作用による浄化を行うことができるとともに、自然環境に近い水路を提供することが提案されている。
【0004】
【特許文献1】
特開平2002ー88740号公報
【0005】
【発明が解決しようとする課題】
しかしながら、上記の水路用護岸では、コンクリート製護岸の利点を全く排除するものであって、壁面や底面が浸蝕されたり、土圧に対する安定した強度の確保ができないため、漏水などにより農業用水などの必要水量の送水ができなくなるのみならず、自然の浄化作用による浄化では浄化しえない不測の一時的排水の流入などによって、外部への無用の環境汚染をするおそれがあるなどの欠点があった。
【0006】
本発明は、上記のような従来の欠点を改善して、壁面や底面が浸蝕されることなく、土圧に対する安定した強度の確保を図るなどのコンクリート水路の特性を有しながら、植物や水棲動物などの生物の最適な生息領域とすることによって、生物との共存共栄、自然との調和を図ることができる水路用護岸の提供を目的とするものである。
【0007】
【課題を解決するための手段】
本発明は、かかる目的を達成するものであって、連設した複数の水路形成用コンクリート製品のジョイント部に、水路側に突出するように鋼板を挟持して固定し、コ字型に形成したメッシュ状部材の両端に取り付けた各取付板をそれぞれ異なる前記鋼板の突出部に固定し、メッシュ部材と水路壁との空間に隙間形成の可能な充填材を詰めたことを特徴とする水路用護岸である。
【0008】
【発明の実施の形態】
以下、本発明の水路用護岸を図示の実施例に従って説明する。
【0009】
図1〜4において、1は本発明の水路用護岸であって、該水路用護岸1は、水路形成用コンクリート製品10と鋼板20とメッシュ状部材30と充填材40とから構成されている。
【0010】
前記水路形成用コンクリート製品10は、図1に示すように、コンクリートなどを主材として形成した側壁11,11、底部12とからなる三面張りコンクリート製品などであり、図2に示すように、各側壁11の端部(ジョイント部)13がそれぞれ密接するように連設して使用されるものである。連設のさいには、ボルトで係止する方法や溝にはめ込む方法などの各種の方法によって固定し、必要に応じてモルタルなどで漏水の防止がなされる。
【0011】
前記鋼板20は、図2に示すように、水路形成用コンクリート製品10のジョイント部13に水路側に突出するように挟持されて固定されるものであって、このように水路形成用コンクリート製品10のジョイント部13に挟持して固定するため、水路形成用コンクリート製品10の連設のさいに簡易に確実に取り付けが可能である。鋼板20は、高強度であって、耐腐食性のものであれば、他の素材であって良い。さらに、耐腐食性が要求される場合には、ステンレス製とすることが望ましい。
【0012】
前記メッシュ状部材30は、図4に示すように、コ字状に形成されたメッシュ部31とこの両端に取り付けた取付板32とからなっている。取付板32は係止具33によって鋼板20と係止されるようになされている。メッシュ部31の形状は略コ字状であれば良く、充填材40の形状や数量などに応じて変形は可能である。メッシュ部31の目の形状や粗さも、充填材40の形状や数量などに応じて適切なものを選択することが望ましく、充填材40が流出しない範囲であって、小魚などが出入り可能な程度の形状や粗さであることが望ましい。メッシュ部31と取付板32は、メッキを施してあると、半永久的に使用可能である。
【0013】
前記充填材40は、砕石、玉石や栗石などの石材や間伐材、そだ束などの隙間形成の可能なものであって、間に適度の隙間が多数、形成され、水生植物が生育しやすい広い表面積が形成されるとともに、水棲動物が餌をとったり、隠れ場所として出入り可能な空間が形成されることが望ましい。
【0014】
ここで、本発明の水路用護岸1を構築する方法の一例について詳述する。
図2などで示すように、水路形成用コンクリート製品10のジョイント部13に水路側に突出するように鋼板20を挟み込み、固定しながら水路形成用コンクリート製品10を据え付けて行く。このさい、水路形成用コンクリート製品10と鋼板20の固定方法としては、ボルトで係止する方法や溝にはめ込む方法などの各種の方法によって行うことができる。鋼板20の水路側突出部に、コ字型に曲げたメッシュ状部材30の先端に取り付けた取付板32をボルトとナットなどの係止具33で固定する。メッシュ状部材30と水路形成用コンクリート製品10の水路壁との間には、図5と図6に示すように、砕石(栗石)を詰める。あるいは、図7と図8に示すように、間伐材を立て掛ける。あるいは両者を併用するか、またはそだの束を立て掛けることもできる。メッシュ状部材30の間に詰めた砕石(栗石)、間伐材、そだの隙間が水生植物や水棲動物の住み処となるとともに、水の浄化作用の促進にも寄与するものである。なお、メッシュ部材30は腐食しても取り替えが容易である。
【0015】
【発明の効果】
以上の説明から明らかなように、本発明の水路用護岸は、壁面や底面が浸蝕されることなく、土圧に対する安定した強度の確保を図るなどのコンクリート水路の特性を有しながら、水生植物や水棲動物など生物の最適な生息領域とすることによって、水生植物を繁茂させ、自然に近い景観を保持することができるとともに、小魚などの生物の餌を供給することができ、自然との一層の調和を図ることを可能とし、生物との共存共栄、自然との調和を図ることができる。
【図面の簡単な説明】
【図1】本発明の水路用護岸の側面図である。
【図2】図1に示した水路用護岸の平面図である。
【図3】本発明の水路用護岸の正面断面図である。
【図4】図1に示した水路用護岸のメッシュ部材の斜視図である。
【図5】本発明の水路用護岸に栗石を充填した状態を示す正面断面図である。
【図6】図5の状態を示す拡大側面図である。
【図7】本発明の水路用護岸に間伐材を充填した状態を示す平面図である。
【図8】図7の状態を示す側面図である。
【符号の説明】
1:水路用護岸
10:水路形成用コンクリート製品
11:側壁
12:底部
13:ジョイント部
20:鋼板
30:メッシュ状部材
31:メッシュ部
32:取付板
33:係止具
40:充填材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a revetment for a waterway formed by connecting a concrete product for forming a waterway having a side wall and a bottom part to form a waterway.
[0002]
[Prior art]
Conventionally, revetments for concrete waterways have been formed to send rainwater, agricultural water, drainage, etc. to the sea, rivers, lakes, ponds, water purification plants, etc. Therefore, consideration is given to ensuring the necessary amount of water and avoiding unnecessary environmental pollution to the outside. However, this concrete waterway revetment was not easily inhabited by aquatic plants and aquatic animals, so it was released from the surrounding natural world and was not easily harmonized with nature.
[0003]
Therefore, in Patent Document 1, the side wall portion is formed so that a large number of stones can be stored and held between two mesh plates arranged opposite to each other, and the bottom portion is formed by a rib connecting the side walls. Revetment is disclosed, aquatic plants are rooted, aquatic animals inhabit between stones and stones, can be purified by natural purification action, and provide a waterway close to the natural environment Proposed.
[0004]
[Patent Document 1]
Japanese Patent Laid-Open No. 2002-88740
[Problems to be solved by the invention]
However, the above-mentioned waterway revetment completely eliminates the advantages of concrete revetment, and the wall surface and bottom surface are eroded and stable strength against earth pressure cannot be ensured. In addition to not being able to feed the required amount of water, there are drawbacks such as unexpected temporary inflow of wastewater that cannot be purified by natural purification, which may cause unnecessary environmental pollution to the outside. .
[0006]
The present invention improves the conventional drawbacks as described above, and has the characteristics of a concrete channel such as ensuring stable strength against earth pressure without eroding the wall surface and bottom surface, The purpose of this project is to provide a revetment for waterways that can coexist with each other and harmonize with nature by making it an optimal habitat for animals and other organisms.
[0007]
[Means for Solving the Problems]
The present invention achieves such an object, and a steel plate is sandwiched and fixed so as to protrude to the water channel side at a joint portion of a plurality of concrete products for forming a water channel formed continuously, and formed into a U-shape. A revetment for a waterway characterized in that each attachment plate attached to both ends of a mesh-like member is fixed to a protruding portion of the different steel plate, and a filler capable of forming a gap is filled in the space between the mesh member and the waterway wall. It is.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the revetment for waterways of the present invention will be described according to the illustrated embodiment.
[0009]
1 to 4, reference numeral 1 denotes a waterway revetment according to the present invention. The waterway revetment 1 includes a water channel forming concrete product 10, a steel plate 20, a mesh member 30, and a filler 40.
[0010]
As shown in FIG. 1, the concrete product 10 for forming a water channel is a three-sided concrete product made up of side walls 11 and 11 and a bottom 12 formed of concrete or the like as a main material. As shown in FIG. The end portions (joint portions) 13 of the side walls 11 are used so as to be in close contact with each other. In the case of continuous installation, it is fixed by various methods such as a method of locking with a bolt or a method of fitting in a groove, and leakage of water is prevented with a mortar as necessary.
[0011]
As shown in FIG. 2, the steel plate 20 is sandwiched and fixed to the joint portion 13 of the concrete product 10 for forming a water channel so as to protrude toward the water channel, and thus the concrete product 10 for forming a water channel is used. Therefore, it is possible to easily and reliably attach the concrete product 10 for forming a water channel in a continuous manner. The steel plate 20 may be another material as long as it has high strength and is corrosion resistant. Furthermore, when corrosion resistance is required, it is desirable to use stainless steel.
[0012]
As shown in FIG. 4, the mesh member 30 includes a mesh portion 31 formed in a U-shape and attachment plates 32 attached to both ends thereof. The mounting plate 32 is locked to the steel plate 20 by a locking tool 33. The shape of the mesh part 31 should just be a substantially U shape, and can change according to the shape, quantity, etc. of the filler 40. As for the shape and roughness of the mesh portion 31, it is desirable to select an appropriate shape according to the shape and quantity of the filler 40, and the range in which the filler 40 does not flow out and small fish can enter and exit. It is desirable to have a shape and roughness. If the mesh part 31 and the mounting plate 32 are plated, they can be used semipermanently.
[0013]
The filler 40 is capable of forming gaps such as stones such as crushed stones, cobblestones and chestnuts, thinned timbers, and soda bundles, and many moderate gaps are formed between them, and aquatic plants are easy to grow. It is desirable that a large surface area be formed, and that a space should be formed where aquatic animals can feed and enter and exit.
[0014]
Here, an example of the method of constructing the revetment for waterways 1 of the present invention will be described in detail.
As shown in FIG. 2 and the like, the steel plate 20 is sandwiched between the joint portions 13 of the water channel forming concrete product 10 so as to protrude toward the water channel, and the water channel forming concrete product 10 is installed while being fixed. At this time, the concrete product 10 for forming a water channel and the steel plate 20 can be fixed by various methods such as a method of locking with a bolt or a method of fitting in a groove. A mounting plate 32 attached to the tip of the mesh-like member 30 bent into a U-shape is fixed to the water channel side protruding portion of the steel plate 20 with a locking tool 33 such as a bolt and a nut. As shown in FIGS. 5 and 6, crushed stones (kuriishi) are packed between the mesh member 30 and the channel wall of the concrete product 10 for forming a channel. Alternatively, as shown in FIG. 7 and FIG. Alternatively, both can be used together or a bundle of soda can be stood. The crushed stones (chestnuts), thinned wood, and soda gaps packed between the mesh members 30 serve as a place for living aquatic plants and aquatic animals, and also contribute to the promotion of water purification. The mesh member 30 can be easily replaced even if it corrodes.
[0015]
【The invention's effect】
As is clear from the above description, the revetment for waterways of the present invention has the characteristics of a concrete waterway such as ensuring stable strength against earth pressure without erosion of the wall surface and bottom surface, and aquatic plants. By making it the optimal habitat for living organisms such as water and aquatic animals, aquatic plants can be prospered and landscapes close to nature can be maintained, while food for organisms such as small fish can be supplied. It is possible to achieve further harmony, coexistence and co-prosperity with living organisms, and harmony with nature.
[Brief description of the drawings]
FIG. 1 is a side view of a revetment for waterways according to the present invention.
FIG. 2 is a plan view of the waterway revetment shown in FIG. 1;
FIG. 3 is a front sectional view of a waterway revetment according to the present invention.
4 is a perspective view of a mesh member of the waterway revetment shown in FIG. 1. FIG.
FIG. 5 is a front cross-sectional view showing a state where the revetment for waterways of the present invention is filled with chestnut stone.
6 is an enlarged side view showing the state of FIG. 5. FIG.
FIG. 7 is a plan view showing a state where the thinning material is filled in the revetment for waterways according to the present invention.
8 is a side view showing the state of FIG.
[Explanation of symbols]
1: Revetment for waterway 10: Concrete product for waterway formation 11: Side wall 12: Bottom part 13: Joint part 20: Steel plate 30: Mesh member 31: Mesh part 32: Mounting plate 33: Locking tool 40: Filler

Claims (1)

連設した複数の水路形成用コンクリート製品のジョイント部に、水路側に突出するように鋼板を挟持して固定し、コ字型に形成したメッシュ状部材の両端に取り付けた各取付板をそれぞれ異なる前記鋼板の突出部に固定し、メッシュ部材と水路壁との空間に隙間形成の可能な充填材を詰めたことを特徴とする水路用護岸。The steel plate is clamped and fixed to the joints of a plurality of continuous water channel forming concrete products so as to protrude toward the water channel, and each mounting plate attached to both ends of the U-shaped mesh member is different. A revetment for a waterway fixed to a protruding portion of the steel plate and filled with a filler capable of forming a gap in a space between a mesh member and a waterway wall.
JP2003171783A 2003-06-17 2003-06-17 Seawall revetment Expired - Fee Related JP4057474B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003171783A JP4057474B2 (en) 2003-06-17 2003-06-17 Seawall revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003171783A JP4057474B2 (en) 2003-06-17 2003-06-17 Seawall revetment

Publications (2)

Publication Number Publication Date
JP2005009098A JP2005009098A (en) 2005-01-13
JP4057474B2 true JP4057474B2 (en) 2008-03-05

Family

ID=34096130

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003171783A Expired - Fee Related JP4057474B2 (en) 2003-06-17 2003-06-17 Seawall revetment

Country Status (1)

Country Link
JP (1) JP4057474B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012158915A (en) * 2011-02-01 2012-08-23 Kajima Corp Revetment having creature inhabitation stimulating function
JP6472045B2 (en) * 2015-03-10 2019-02-20 鹿島建設株式会社 Three-sided waterway and waterway block for living organisms
CN112144345B (en) * 2020-09-18 2022-06-28 交通运输部科学研究院 Ecological building block drainage gutter and parameter determination method thereof

Also Published As

Publication number Publication date
JP2005009098A (en) 2005-01-13

Similar Documents

Publication Publication Date Title
JP4057474B2 (en) Seawall revetment
KR101816075B1 (en) Porous Eco Fish Nest Block made of Biopolymer, and Constructing Method for Fish Nest using such Block
JP3700138B2 (en) Concrete block composite for waterside revetment and concrete block revetment
JP2002330662A (en) Member to be submerged to water bottom and artificial fish shelter, mattress, fishway and bank protection member produced by using the same
JPH08199535A (en) Purification block and floor protection structure using the same
JPH0762335B2 (en) Ecosystem improvement revetment structure
JP2709896B2 (en) Fish nest block and waterway structure using it
JPH1136262A (en) Vegetation method for edge of bulkhead
JPH1088547A (en) Seawall structure
KR100664993B1 (en) Joan Block
KR200219577Y1 (en) A block for a spawning ground and a vegetal block of a river
JP2003090022A (en) River revetment blocks
KR100815290B1 (en) Retaining wall block assembly with fish house
JPH0786212B2 (en) Woodworking floor
KR200337316Y1 (en) block
KR200298530Y1 (en) Fish breeding ground block
JP3157950B2 (en) Water purification canal
KR20090000362U (en) Circular Hoan Block
JP3566501B2 (en) Porous block using tuff as aggregate
KR101387168B1 (en) Anti-scour blocks for river bed
JP6472045B2 (en) Three-sided waterway and waterway block for living organisms
JP2756939B2 (en) Ecosystem-improved revetment structure
KR100352341B1 (en) fabricated artificial reef
JP2002088740A (en) Channel revetment
JP3577639B2 (en) Artificial reef

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20060601

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20071203

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20071205

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20071213

R150 Certificate of patent or registration of utility model

Ref document number: 4057474

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121221

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20141221

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees