JPH02225708A - Water permeable dam and construction thereof - Google Patents

Water permeable dam and construction thereof

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Publication number
JPH02225708A
JPH02225708A JP4309389A JP4309389A JPH02225708A JP H02225708 A JPH02225708 A JP H02225708A JP 4309389 A JP4309389 A JP 4309389A JP 4309389 A JP4309389 A JP 4309389A JP H02225708 A JPH02225708 A JP H02225708A
Authority
JP
Japan
Prior art keywords
permeable
water
dam
reservoir
blocks
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
JP4309389A
Other languages
Japanese (ja)
Inventor
Hitoshi Hatano
倫 波多野
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.)
Dynic Corp
Nihon Solid Co Ltd
Original Assignee
Dynic Corp
Nihon Solid 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 Dynic Corp, Nihon Solid Co Ltd filed Critical Dynic Corp
Priority to JP4309389A priority Critical patent/JPH02225708A/en
Publication of JPH02225708A publication Critical patent/JPH02225708A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To prevent the inflow of the earth and the like into a reservoir by piling up water permeable blocks consisting of soft bags of a sheet in which substances with specific gravity in excess of a specific value and having no obstruction to the water permeability are enclosed to connect with each other. CONSTITUTION:Water permeable blocks 3 consisting of flexible bags 5 of a permeable sheet 4 in which substances such as crushed stone, construction surplus soils and others with specific gravity in excess of a specific value 1 and having no obstruction to the permeability of the permeable sheet 4 are enclosed are piled up to the river inlet to a reservoir 1. After that, the permeable blocks 3 to be piled up are connected and fixed to each other with coupling pieces 6 attached to every permeable block 3, calkings, ropes and others to construct a permeable dam 7. The earth and others in the running water are dammed up by the permeable dam 7, namely, they are filtered to accumulate before the permeable dam 7 as a sediment 10, and the water only flows into the reservoir 1.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、貯水池等への河川、特に中小河川の流入口に
構築されたダムおよびその構築方法、さらに詳しくは、
水流は透過させるが、土砂等は透過させない機構のダム
に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a dam constructed at the inlet of a river, particularly a small or medium-sized river, into a reservoir, and a method of constructing the same, more specifically,
It relates to a dam with a mechanism that allows water flow to pass through, but does not allow sediment, etc. to pass through.

〔従来の技術および発明が解決しようとする課題〕一般
に貯水池には、いくつかの中小河川からの流入水がある
。これら中小河川は、降雨時には流量が多いが、晴天時
には殆んど水流はないのが現状である。しかしながら、
晴天時の少い流量であっても、わずかづつの土砂が貯水
池内に流入する。
[Prior Art and Problems to be Solved by the Invention] Generally, a reservoir receives inflow water from several small and medium-sized rivers. The current situation is that these small and medium-sized rivers have a high flow rate during rainy days, but almost no flow during sunny days. however,
Even when the flow is low on sunny days, small amounts of sediment flow into the reservoir.

まして、降雨時にあっては、大量の土砂が貯水池内に流
入することになる。貯水池は、中小河川からの土砂の流
入によって、少しづつ埋められて、貯水容量の削減が起
っているのが現状である。
Moreover, when it rains, a large amount of sediment flows into the reservoir. Currently, reservoirs are gradually being filled in by the influx of sediment from small and medium-sized rivers, reducing their water storage capacity.

貯水池への土砂の流入を防止するKは、中小河川口に堰
等を設置することが考えられるが、いわゆる通常の堰等
を設置すれば、定常的な流入水量よる。受水量に支障を
きたし、流量の増加によっては、堰の決壊が起るなど、
多くの問題を含んでいるため土砂の流入防止と、受水と
のノ々ランスを保つことはむづかしい技術である。
To prevent the inflow of earth and sand into the reservoir, it is possible to install weirs at the mouths of small and medium-sized rivers, but if we install so-called regular weirs, it will depend on the steady flow of water. This will affect the amount of water received, and if the flow increases, weirs may burst, etc.
Because it involves many problems, it is a difficult technique to prevent the inflow of earth and sand and maintain a balance with the receiving water.

本発明は、貯水池における、上述の問題点な解決するべ
く鋭意研究の結果、貯水池への流入水量(受水量)に支
障がでることなく、貯水池内への土砂等の流入を防止す
ることのできる機構のダムの開発に成功したものである
As a result of intensive research aimed at solving the above-mentioned problems in reservoirs, the present invention is capable of preventing the inflow of earth and sand into the reservoir without affecting the amount of water flowing into the reservoir (the amount of water received). This was the successful development of a dam by the organization.

〔課題を解決するための手段〕[Means to solve the problem]

本発明は、高い透水性を有するシートで作られ、かつ相
互が連結できるような機構を設けた、透水性のフレキシ
ブルなdラグに、比重が7以上であって、透水性シート
の織目1m目、あるいは網目を通過せず、かつ透水性を
阻害しない物を封入してなる透水性ブロックを河川の貯
水池への流入口に積み上げ、ブロック相互を連結してダ
ムを構築することによって、貯水池への必要流入水量を
保ちながら、土砂等の流入防止の目的を達成したもので
ある。
The present invention provides a water-permeable flexible D-rug made of a highly water-permeable sheet and equipped with a mechanism that enables mutual connection, with a specific gravity of 7 or more and a weave of 1m of the water-permeable sheet. Permeable blocks, which are filled with substances that do not pass through mesh or mesh and do not impede water permeability, are stacked at the inlet of a river into a reservoir, and the blocks are connected to each other to build a dam. This achieved the purpose of preventing the inflow of sediment, etc., while maintaining the required amount of inflow water.

本発明の透水性ダムを構築するための、高透水性のブロ
ックは、透水性のフレキシブルなノζッグに、この・ζ
ラグの透水性を阻害せずかつ、透水間隙、つまり織目1
編目、網目を通過1〜ないで、比重が1以上である物質
を封入してなるものであるが、高透水性のブロックを提
供するためK、・9ツグの作成に用いられる、透水性の
シート材としては、網状シートが好ましく、その網目の
大きさがoO 璽メツシュ以上であるものが、ブロックの透水機能と、
土砂止め機能とをよ(発揮する。また・々ラグ内に封入
する物質は、dラグの織目1編目。
The highly permeable block for constructing the permeable dam of the present invention is a permeable flexible nog.
It does not impede the water permeability of the rug and has water permeable gaps, that is, texture 1.
It is made by enclosing a substance with a specific gravity of 1 or more that does not pass through the mesh or mesh, but in order to provide a highly water permeable block, a water permeable As the sheet material, a net-like sheet is preferable, and one whose mesh size is larger than or equal to oO mesh has the water permeability function of the block
It also has a sand-preventing function.The substance sealed inside the rug is the first stitch of the d-rag.

網目を通過しない大きさのものでなければならず、しか
も、当該ブロックは主に水中に積み上げるものであるた
め、封入物質の比重が7以上であることが必要である。
It must be of a size that does not pass through the mesh, and since the blocks are mainly piled up in water, the specific gravity of the enclosed substance must be 7 or more.

本発明の透水性ダムを構築する透水性ブロックは、苛酷
な条件のもとで用いられるものであり、したがって、透
水性ブロックの構成部材としてのフレキシブル・ンッグ
を作る透水性シートは、破壊強度に優れたものを使用し
なければならない。
The permeable block that constructs the permeable dam of the present invention is used under severe conditions. Therefore, the permeable sheet that makes up the flexible tongue as a component of the permeable block has a high breaking strength. You have to use a good one.

引張り強度/20 Kl / j cm巾以上の透水性
シートで作られたフレキシブルバッグであれば、強度的
に充分満足な透水性ブロックを提供できる。
A flexible bag made of a water-permeable sheet with a tensile strength of 20 Kl/j cm or more can provide a water-permeable block with sufficient strength.

すなわち、Aラグを作成する透水性シート材としては、
高強度の編織布の中にも使用可能なものがあるが、高強
度の紐、あるいは針金等で編まれた網状シート、金網な
どが好ましい。
In other words, the water-permeable sheet material for creating the A-rug is as follows:
Although some high-strength knitted and woven fabrics can be used, it is preferable to use high-strength strings, mesh sheets woven from wire, etc., wire mesh, and the like.

一方、上記、Sラグ内に封入する物質は、そのdラグを
作る透水性シートの織目1編目あるいは網目を通過しな
い大きさのものであって、比重が7以上であればよいの
であるが2例えば、砕石等の他、建設残土、鉄くず、貝
殻等の産業廃棄物が利用可能である。
On the other hand, the substance to be sealed in the above-mentioned S-rag needs to be of a size that does not pass through one stitch or mesh of the water-permeable sheet that makes up the D-rag, and has a specific gravity of 7 or more. 2. For example, in addition to crushed stone, industrial waste such as construction residue, iron scraps, and shells can be used.

本発明のダムは、河川から貯水池への流入水量を常に確
保しながら、その水流によって運ばれてくる土砂等をせ
き止める機構を発揮させることを目的とするものである
ため、このダムを構築する個々のブロックは、土砂等の
せき止め機能を発揮すると共に、優れた透水機能をも発
揮するものでなければならない。
The purpose of the dam of the present invention is to always ensure the amount of water flowing from the river to the reservoir, while also exerting a mechanism to dam the earth and sand carried by the water flow. The blocks must not only have the function of damming up earth and sand, but also have excellent water permeability.

この両機能を充分に発揮するためには、個々のブロック
、すなわち透水性ブロックの透水係数がt 10  crrV’eea以上であるのが好ましい。
In order to fully exhibit both of these functions, it is preferable that the permeability coefficient of each individual block, that is, the water-permeable block, is t 10 crrV'eea or more.

本発明のダムは、前述のようなブロックを多数積み上げ
て、構築するものであるが、河川増水時の水流によって
、崩壊する恐れを解消するために、ブロック相互を連結
固定できる構成にしたものであって、このブロック相互
の連結を各ブロックに設けた連結機構を用いて行うとこ
ろIc特長がある。
The dam of the present invention is constructed by piling up a large number of blocks as described above, and in order to eliminate the risk of collapse due to water flow when the river water rises, the dam is constructed so that the blocks can be connected and fixed to each other. The Ic feature is that the blocks are connected to each other using a connecting mechanism provided in each block.

本発明者は、先に特願昭JJ−2417!74号におい
て、相互連結機構を備えたブロックについてすでに出酋
したが、この連結機構としては、第1には、Jラグに付
設された紐、マジックノ々ンr、ファスナベルト、鉤等
を互に結合する方法、第2には、・ζラグに付設された
連結片同志をロープ、カシメ等で互に固定する方法が用
いられ、特に第2の方法では、ブロック相互を密着して
、強固に固定できる特長がある。
The present inventor has previously proposed a block with an interconnection mechanism in Japanese Patent Application No. Sho JJ-2417!74. The second method is to use a rope, caulking, etc. to fix the connecting pieces attached to the ζ lugs. The second method has the advantage that the blocks can be brought into close contact with each other and firmly fixed.

本発明のダム構築に用いるブロックの大きさは、特に限
定するものではないが、ダムという構築物の作用および
強度上比較的大型のものが有効である。また本発明のブ
ロックは、その構成の特長として、変形性があり、した
がって、河床の凹凸、あるいはブロック同志の押しつけ
による互の変形にもよくフィツトするので、安定したダ
ムが構築され得るのである。
The size of the blocks used in constructing the dam of the present invention is not particularly limited, but relatively large blocks are effective in view of the function and strength of the dam structure. Furthermore, the blocks of the present invention have deformability as a feature of their construction, and therefore fit well against irregularities in the river bed or mutual deformation due to the blocks being pressed together, so that a stable dam can be constructed.

本発明の透水性ダムによって5河川から貯水池への流入
水には土砂等は全く含まれることなく。
Thanks to the permeable dam of the present invention, the water flowing into the reservoir from the five rivers does not contain any sediment.

この土砂等は、当該透水性ダムの手前でせき止められ堆
積するため、その土砂等の搬出はきわめて容易である。
Since this earth and sand is dammed up and accumulated in front of the permeable dam, it is extremely easy to carry out the earth and sand.

また当然のこととして、ダムの透水度以上に流水蓋があ
る巻合は、オーバーフローによって、貯水池への流入を
行5ものであって、ダムに対して過剰の水圧が加るよ5
な事態釦はならない。
Naturally, if there is a water cap that exceeds the water permeability of the dam, the overflow will flow into the reservoir, and excessive water pressure will be applied to the dam.
In such a situation, the button will not be activated.

〔実施例〕〔Example〕

以下図面に従って、本発明の透水性ダムをさらに具体的
に説明する。
The permeable dam of the present invention will be explained in more detail below with reference to the drawings.

第1図は、河口に構築した本発明の透水性ダムの断面模
式図である。透水性シートμで作られたフレキシブルバ
ッグ!に、砕石、建設残土などの比重/以上で、しかも
透水性シート≠の透水性を阻害しない物質を封入してな
る透水性ブロック3を、貯水池lへの河川流入ローに積
み上げ、各透水性ブロック3に付設しである連結片6同
志を、カシメあるいはロープ等をもって、積み上げた透
水性ブロック3を互に連結固定して、透水性ダム7を構
築するものである。
FIG. 1 is a schematic cross-sectional view of a permeable dam of the present invention constructed at an estuary. Flexible bag made from water-permeable sheet μ! Then, permeable blocks 3, which are made of crushed stone, construction waste soil, etc., and are filled with substances that have a specific gravity equal to or higher than that and do not inhibit the permeability of the permeable sheet≠, are piled up on the river inflow row to the reservoir l, and each permeable block is The water permeable dam 7 is constructed by connecting and fixing the stacked water permeable blocks 3 to each other by caulking or using ropes or the like to connect the connecting pieces 6 attached to the water permeable blocks 3.

この上うKし構築された透水性ブロック7を流水tは透
過して、流入水りとして、貯水池/内に貯められるので
あるが、この場合流水中の土砂等は、透水性ダム7によ
って、せき止められ、つまり濾過されて、透水性ダム7
0手前に土砂等堆積物10として堆積され、貯水池l内
には、水だけが。
The flowing water t passes through the permeable block 7 constructed above and is stored in the reservoir as inflow water, but in this case, the earth and sand in the flowing water is Damped, i.e. filtered, permeable dam7
It is deposited as sediment 10 before 0, and there is only water in the reservoir l.

流入するのである。There will be an influx.

第2図は、透水性ダム7(第1図)を構築するときの、
各透水性ブロック3を互に連結した状態を例示する一部
斜視図である。
Figure 2 shows the steps taken when constructing the permeable dam 7 (Figure 1).
FIG. 3 is a partial perspective view illustrating a state in which water permeable blocks 3 are connected to each other.

河川流入口コ(第1図)に積み上げられた。各透水性ブ
ロック3は各透水性ブロック3に付設されている連結片
6同志で、連結固定されるのである。この連結片6は、
透水性シー)4jで、フレキシブルノ1ッグタを作ると
きに、そのフレキシブル・2ツグ!K、固着形成された
ものであって適宜な穴等が設けてあり、これを例えばロ
ープ//等で結合できるようにしたものである。
They were piled up at the river inlet (Figure 1). Each water permeable block 3 is connected and fixed to each other by connecting pieces 6 attached to each water permeable block 3. This connecting piece 6 is
Water permeable sea) When making a flexible 1 piece with 4j, the flexible 2 pieces! K. It is fixedly formed and has appropriate holes etc., so that it can be connected with, for example, a rope.

〔発明の効果〕〔Effect of the invention〕

本発明のダムは、透水性、つまり水流が通過し得るダム
であって、河川から貯水池への水流を止めることなく、
流入水量を確保しながら、貯水池の貯水tの削減を期す
ような、土砂等の流入を阻止する効果、いわゆる濾過機
能を有するものである。
The dam of the present invention is permeable, that is, a dam that allows water flow to pass through it without stopping the flow of water from a river to a reservoir.
It has a so-called filtration function, which has the effect of preventing the inflow of earth and sand, etc., in order to reduce the amount of water stored in the reservoir while ensuring the amount of inflow water.

本発明の透水性ダムは、各々が透水性能を有すると共に
変形し易く、河床、河岸等の変形面に対して、あるい線
・ζラグ相互によ(密接する。いわゆる透水性)9ツグ
を積み上げて構築するものであるため、その構築および
補修が簡単に行えるという効果をも有している。
Each of the permeable dams of the present invention has permeability and is easily deformable, and can be applied to deformed surfaces such as riverbeds and riverbanks, or by lines and ζ lugs (in close contact with each other; so-called permeability). Since they are constructed by stacking them up, they also have the advantage of being easy to construct and repair.

以上のとと(9本発明の透水性ダムは、貯水池への河川
、特に中小河川の流入口にあって、流入水量の確保と貯
水池の水容麓の削減の原因となる土砂の流入止めとを同
時に実行するものであって。
(9) The permeable dam of the present invention is located at the inlet of a river, especially a small or medium-sized river, into a reservoir, and prevents the inflow of earth and sand, which is the cause of securing the amount of inflow water and reducing the water capacity of the reservoir. are to be executed at the same time.

その貢献度はきわめて大きい。Its contribution is extremely large.

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

第1図は1本発明の透水性ダムの一例を示す断面図、第
一図は、透水性ダムを構築するための透水性ブロックと
その連結状態を示す斜視図である。 l・・・貯水池、コ・・・河川流入口、3・・・透水性
ブロック、l・・・透水性シート、!・・・フレキシブ
ルノ2ッグ、t・・・連結片、7・・・透水性ダム、r
・・・流水、り・・・流入水、 10・・・堆積物。
FIG. 1 is a sectional view showing an example of a permeable dam according to the present invention, and FIG. 1 is a perspective view showing permeable blocks and their connected state for constructing the permeable dam. l...reservoir, c...river inlet, 3...permeable block, l...permeable sheet! ...Flexible node 2g, t...Connection piece, 7...Permeable dam, r
...Running water, Ri...Inflow water, 10...Sediment.

Claims (6)

【特許請求の範囲】[Claims] (1)透水性シートで作られ、かつ互が連結できる機構
を設けた透水性のフレキシブルなバッグに、比重が1以
上であって、透水性シートの織目、編目あるいは網目を
通過せず、かつ透水性シートの透水性を阻害しない物質
を封入してなる透水性ブロックを、河川の貯水池への流
入口に積み上げ、これらブロック相互を連結することに
よって構築することを特徴とする透水性ダム。
(1) A flexible water-permeable bag made of water-permeable sheets and equipped with a mechanism that allows them to be connected to each other, has a specific gravity of 1 or more, and does not pass through the textures, stitches, or meshes of the water-permeable sheets. A permeable dam is constructed by piling up permeable blocks at the inlet of a river into a reservoir, and connecting these blocks to each other.
(2)透水性のフレキシブルなバッグを作る、透水性シ
ートが、300メッシュ以上の網状シートである特許請
求の範囲第(1)項記載の透水性ダム。
(2) The water-permeable dam according to claim (1), wherein the water-permeable sheet forming the water-permeable flexible bag is a mesh sheet of 300 mesh or more.
(3)透水性ブロックの透水係数が10^−^3cm/
sec以上である特許請求の範囲第(1)項または第(
2)項記載の透水性ダム。
(3) The permeability coefficient of the permeable block is 10^-^3cm/
Sec.
Permeable dam described in section 2).
(4)透水性シートで作られ、かつ互が連結できる機構
を設けた透水性のフレキシブルなバッグに、比重が1以
上であって、透水性シートの織目、編目あるいは網目を
通過せず、かつ透水性シートの透水性を阻害しない物質
を封入してなる透水性ブロックを、河川の貯水池への流
入口に積み上げ、これらブロック相互を連結することを
特徴とする透水性ダムの構築方法。
(4) A flexible water-permeable bag made of water-permeable sheets and equipped with a mechanism that allows them to be connected to each other, having a specific gravity of 1 or more and not passing through the textures, stitches, or meshes of the water-permeable sheets; A method for constructing a permeable dam, which comprises piling up permeable blocks at the inlet of a river into a reservoir, and connecting these blocks to each other.
(5)透水性のフレキシブルなバッグを作る、透水性シ
ートが、300メッシュ以上の網状シートである特許請
求の範囲第(1)項記載の透水性ダムの構築方法。
(5) The method for constructing a water-permeable dam according to claim (1), wherein the water-permeable sheet used to make the water-permeable flexible bag is a mesh sheet of 300 mesh or more.
(6)透水性ブロックの透水係数が10^−^3cm/
sec以上である特許請求の範囲第(4)項または第(
5)項記載の透水性ダムの構築方法。
(6) The permeability coefficient of the permeable block is 10^-^3cm/
sec or more, claim (4) or (
5) The method for constructing a permeable dam as described in section 5).
JP4309389A 1989-02-27 1989-02-27 Water permeable dam and construction thereof Pending JPH02225708A (en)

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JP4309389A JPH02225708A (en) 1989-02-27 1989-02-27 Water permeable dam and construction thereof

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JPH02225708A true JPH02225708A (en) 1990-09-07

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010090643A (en) * 2008-10-10 2010-04-22 Yoichi Tashiro Package for civil engineering and water bed construction object
AT507341A3 (en) * 2008-09-30 2013-02-15 Groebner Hermann Dipl Ing MOBILER FILTERDAMM AND METHOD FOR REDUCING THE DUST / WEBSITE AND / OR DAMAGE OF WATERS
CN104912037A (en) * 2015-05-25 2015-09-16 同济大学 Semi-permeable dam body capable of adjusting water level
CN105064291A (en) * 2015-08-18 2015-11-18 水利部交通运输部国家能源局南京水利科学研究院 Step sand-blocking dam ecosystem for reservoir desilting and sand prevention
JP2016151147A (en) * 2015-02-18 2016-08-22 日本ソリッド株式会社 Flexible bag having water stop function
CN114878096A (en) * 2022-03-22 2022-08-09 中国科学院西北生态环境资源研究院 Test device and method for determining river leakage

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6178911A (en) * 1984-09-27 1986-04-22 Tokyo Seikou Kk How to construct sabo dams

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6178911A (en) * 1984-09-27 1986-04-22 Tokyo Seikou Kk How to construct sabo dams

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT507341A3 (en) * 2008-09-30 2013-02-15 Groebner Hermann Dipl Ing MOBILER FILTERDAMM AND METHOD FOR REDUCING THE DUST / WEBSITE AND / OR DAMAGE OF WATERS
AT507341B1 (en) * 2008-09-30 2014-03-15 Groebner Hermann Dipl Ing MOBILER FILTERDAMM AND METHOD FOR REDUCING THE DUST / WEBSITE AND / OR DAMAGE OF WATERS
JP2010090643A (en) * 2008-10-10 2010-04-22 Yoichi Tashiro Package for civil engineering and water bed construction object
JP2016151147A (en) * 2015-02-18 2016-08-22 日本ソリッド株式会社 Flexible bag having water stop function
CN104912037A (en) * 2015-05-25 2015-09-16 同济大学 Semi-permeable dam body capable of adjusting water level
CN105064291A (en) * 2015-08-18 2015-11-18 水利部交通运输部国家能源局南京水利科学研究院 Step sand-blocking dam ecosystem for reservoir desilting and sand prevention
CN114878096A (en) * 2022-03-22 2022-08-09 中国科学院西北生态环境资源研究院 Test device and method for determining river leakage

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