JPS62133204A - Sandbag and use thereof - Google Patents

Sandbag and use thereof

Info

Publication number
JPS62133204A
JPS62133204A JP27244285A JP27244285A JPS62133204A JP S62133204 A JPS62133204 A JP S62133204A JP 27244285 A JP27244285 A JP 27244285A JP 27244285 A JP27244285 A JP 27244285A JP S62133204 A JPS62133204 A JP S62133204A
Authority
JP
Japan
Prior art keywords
water
sandbags
sandbag
filled
insoluble
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.)
Granted
Application number
JP27244285A
Other languages
Japanese (ja)
Other versions
JPH0423926B2 (en
Inventor
Seiji Wakamatsu
精次 若松
Kenji Kidera
木寺 謙爾
Yoshihiro Kondo
近藤 佳宏
Kimihisa Takano
公寿 高野
Kunio Sakagami
阪上 邦夫
Kenji Tanaka
健治 田中
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.)
JFE Engineering Corp
Sanyo Chemical Industries Ltd
Original Assignee
Sanyo Chemical Industries Ltd
NKK Corp
Nippon Kokan 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 Sanyo Chemical Industries Ltd, NKK Corp, Nippon Kokan Ltd filed Critical Sanyo Chemical Industries Ltd
Priority to JP27244285A priority Critical patent/JPS62133204A/en
Publication of JPS62133204A publication Critical patent/JPS62133204A/en
Publication of JPH0423926B2 publication Critical patent/JPH0423926B2/ja
Granted legal-status Critical Current

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Abstract

PURPOSE:To form sandbags of constant capacity easily, by filling up the bags of water-permeable material with grains of water-insoluble water-absorbing resin and fibrous substance mixed with each other and formed under pressure. CONSTITUTION:Sandbags 1 are filled up with grains of water-insoluble water- absorbing resin and fibrous substance mixed with each other and formed under pressure in the bags of water-impermeable material, and sandbags 6 are filled u with soil. The sandbags 1 are arranged on the ground 5, and on the bags 1, the sandbags 6 of heavy weight filled up with soil are mounted. By this method, the water-insoluble water-absorbing resin in the sandbags 1 gels absorbing water due to flowing water 8, and so the sandbags of constant capacity can be easily formed, and when the sandbags 1 are combined with the sandbags filled up with soil, then the weight of the whole sandbags is made heavier and can cope with a force applied in the vertical and horizontal directions.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、水不溶性吸水性樹脂と繊維質物とを混合、
加圧成形した粒体を充填した土のうおよびその使用方法
に関するものである。
[Detailed description of the invention] [Industrial field of application] This invention is a method of mixing a water-insoluble water-absorbing resin and a fibrous material.
This invention relates to a sandbag filled with pressure-molded granules and a method for using the same.

〔従来の技術〕[Conventional technology]

一般に、洪水による河川堤防の欠壊や越流あるいは、流
入土砂の侵入、雨水による盛土等斜面の崩壊等の災害を
応急処置的に防止するために土のうが使用されておシ、
従来は、所定の強度及び大きさの袋に、土砂(主に砂)
を人力によシ充填し、その投入口を固く結びつけるなど
して閉じたものが用いられている。
Generally, sandbags are used as an emergency measure to prevent disasters such as the failure or overflow of river embankments due to floods, the intrusion of inflowing sediment, and the collapse of embankments and slopes due to rainwater.
Conventionally, earth and sand (mainly sand) were placed in bags of specified strength and size.
The inlet is filled manually and the inlet is tightly tied to close it.

従来の土のうは上記のように構成され、平常時には袋の
みを用意しておき、上記したような災害の発生が予想さ
れ、又は発生した場合に、災害地に袋を急送し、災害地
の荒天候で劣悪な条件下で袋に土砂を充填し、投入口を
閉じて土のうをつくった後積み上げている。
Conventional sandbags are constructed as described above, and during normal times, only the bags are prepared, and when a disaster such as the one described above is expected to occur or occurs, the bags are dispatched to the disaster area and are used to prevent damage to the disaster area. Under poor weather conditions, bags are filled with earth and sand, the inlet is closed, and the sandbags are piled up.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

上記のような従来の土のうでは、災害地の劣悪な条件下
で人力によシ袋に土砂を充填して投入口を閉じ、土のう
て形成しているため、多数の人力の確保、多量の土砂の
調達の点で災害地で短時間に多量の土のうをつくること
が困難であるという問題があった。
With the conventional sandbags mentioned above, the sandbags are manually filled with sand and the input port is closed under the poor conditions of the disaster area, which requires a large number of manpower and a large amount of sand. In terms of procurement, there was a problem in that it was difficult to make a large number of sandbags in a short period of time in a disaster area.

〔問題点を解決するための手段〕[Means for solving problems]

第1の発明にかかる土のうは、通水性の材質の袋に水不
溶性吸水性樹脂と繊維質物とを混合、加圧成形した粒体
を充填したものである。
The sandbag according to the first invention is a bag made of a water-permeable material and filled with granules obtained by mixing a water-insoluble water-absorbing resin and a fibrous material and press-molding the mixture.

第2の発明にかかる土のうの使用方法は、通水性の材質
の袋に水不溶性吸水性樹脂と繊維質物を混合、加圧成形
した粒体を充填した土のうと、重量の大きい土のうとを
組合せて、土のう層を形成させる方法である。
The method of using sandbags according to the second invention is to combine a sandbag made of a water-permeable material and filled with granules made by mixing and press-molding a water-insoluble water-absorbent resin and a fibrous material with a heavy sandbag. This is a method of forming a sandbag layer.

〔作用〕[Effect]

第1の発明に係る土のうは、通水性の材質の袋に水不溶
性吸水性樹脂が充填されておシ、この水不溶性吸水性樹
脂は自重の数百倍〜数千倍の水を吸水ゲル化するから、
給水により容易に土のうを形成することができる。しか
も水不溶性吸水性樹脂は繊維質物と混合、加圧成形した
粒体になっているから、吸水ゲル化に際し、水不溶性吸
水性樹脂の表面にのみ吸水ゲル層を形成することがなく
、水溶性吸水性樹脂の吸水能力を十分に発揮させた土の
うを形成することができる。
In the sandbag according to the first invention, a bag made of a water-permeable material is filled with a water-insoluble water-absorbing resin, and this water-insoluble water-absorbing resin absorbs water hundreds to thousands of times its own weight and turns it into a water gel. Because I will,
Sandbags can be easily formed by water supply. Moreover, since the water-insoluble water-absorbent resin is mixed with a fibrous material and formed into granules that are pressure-molded, a water-absorbent gel layer is not formed only on the surface of the water-insoluble water-absorbent resin when it becomes a water-absorbent gel. It is possible to form sandbags that fully utilize the water absorption ability of the water absorbent resin.

また第2の発明に係る土のうの使用方法は、第1の発明
にかかる土のうを重量の大きい土のうと組合せて土のう
層に形成するから、土のう層全体の重量が大きくなって
、土のう層が強固な構造になシ、縦横方向から付加され
る力に対して対応することができ、水中においても、第
1の発明の土のうを土のう層に形成させることができる
Further, in the method of using the sandbag according to the second invention, since the sandbag according to the first invention is combined with a heavy sandbag to form a sandbag layer, the weight of the entire sandbag layer becomes large and the sandbag layer is strong. The structure can respond to forces applied in the vertical and horizontal directions, and the sandbag of the first invention can be formed into a sandbag layer even in water.

〔実施例〕〔Example〕

第1の発明は水不溶性吸水性樹脂と繊維質物を混合、加
圧成形した粒体を透水性の袋に充填した土のうである。
The first invention is a sandbag in which a water-permeable bag is filled with granules obtained by mixing and press-molding a water-insoluble water-absorbent resin and a fibrous material.

そして第1の発明の水不溶性吸水性樹脂は、単量体囚と
多糖類(B)との共重合体、単量体(A)と架橋剤(C
)との重合体、および単量体(4)と多糖類(B)と架
橋剤(C)を必須成分として重合させ、必要によシ加水
分解して得られる重合体である。
The water-insoluble water-absorbing resin of the first invention is a copolymer of a monomer and a polysaccharide (B), a monomer (A) and a crosslinking agent (C).
), and a polymer obtained by polymerizing monomer (4), polysaccharide (B), and crosslinking agent (C) as essential components, and optionally hydrolyzing the polymer.

なお、単量体(4)は親水性または加水分解により親水
性となった単量体、水溶性または加水分解によシ水溶性
となった単量体をそれぞれ単独で使用するか、あるいは
混合して使用するものである。
The monomer (4) may be a monomer that is hydrophilic or has become hydrophilic through hydrolysis, a monomer that is water-soluble or a monomer that has become water-soluble through hydrolysis, or a mixture thereof. It is used as follows.

単量体(4)と多糖類(B)との重合体としては、例え
ばデンプン−アクリロニトリルグラフト共重合体の加水
分解物、セルロース−アクリル酸グラフト共重合体およ
びその塩等がある。
Examples of the polymer of monomer (4) and polysaccharide (B) include hydrolysates of starch-acrylonitrile graft copolymers, cellulose-acrylic acid graft copolymers, and salts thereof.

また単量体(A)と架橋剤(C)との重合体としては、
例えばジビニル化合物(メチレンビスアクリルアミドな
ど)で架橋されたポリアクリルアミドおよびその部分加
水分解物、架橋ポバール、特開昭52−146[9号、
特開昭52−27455号記載の架橋されたビニルエス
テルー不飽和カルボン酸共重合体ケン化物、架橋ポリエ
チレンオキシド等がある。
Moreover, as a polymer of monomer (A) and crosslinking agent (C),
For example, polyacrylamide crosslinked with a divinyl compound (such as methylenebisacrylamide) and its partial hydrolyzate, crosslinked poval, JP-A-52-146 [No. 9,
Examples include saponified crosslinked vinyl ester-unsaturated carboxylic acid copolymer and crosslinked polyethylene oxide described in JP-A-52-27455.

さらに単量体(ロ)と多糖類(B)と架橋剤(C)を必
須成分として重合させ必要によシ加水分解して得られる
重合体としては、例えば特公昭53−46199号公報
、特公昭53−46200号公報および特公昭55−4
462号公報に記載の架橋されたデンプン−アクリルア
ミドグラフト共重合体、架橋されたデンプン−アクリル
酸グラフト共重合体およびその塩等がある。
Furthermore, as a polymer obtained by polymerizing monomer (B), polysaccharide (B), and crosslinking agent (C) as essential components and optionally hydrolyzing, for example, Japanese Patent Publication No. 53-46199, Publication No. 53-46200 and Special Publication No. 55-4
Examples include a cross-linked starch-acrylamide graft copolymer, a cross-linked starch-acrylic acid graft copolymer, and salts thereof, which are described in Japanese Patent No. 462.

これらの親水性架橋重合体は二種以上併用してもよく、
重合体粒子の粒度は通常5〜5000μ以下、好ましく
は20〜500μにしてあシ、通常(5Q Inf’9
以上の吸水力を有する。
Two or more of these hydrophilic crosslinked polymers may be used in combination,
The particle size of the polymer particles is usually 5 to 5000μ or less, preferably 20 to 500μ, and is usually (5Q Inf'9
It has a water absorption capacity of more than

また水不溶性吸水性樹脂と混合、加圧成形される繊維質
物は、天然繊維(植物性繊維としてはセルロース系のも
のたとえば紙、木綿、ワラ、オガクズ、草炭、パルプな
ど、動物性繊維としては絹。
The fibrous material mixed with water-insoluble water-absorbing resin and press-molded is natural fiber (vegetable fibers include cellulose, such as paper, cotton, straw, sawdust, grass charcoal, pulp, etc.; animal fibers include silk). .

羊毛など)、人造繊維(セルロース系のものたとえばレ
ーヨン、アセテートなど)、合成繊維(ポリアミド、ポ
リエステル、アクリルなど)などの有識性繊維1石綿、
パーライトなどの無機性繊維およびこれら二種以上の併
用系があげられる。これらのうちで好ましいものは繊維
または水中で繊維状になりうる植物性繊維質物(以下有
機性繊維質物のことを単に繊維という)、例えば紙1紙
粉砕物、木綿、バルブ、草炭などである。この中で特に
紙の粉砕物が好ましく、その中に未粉砕の小紙片(たと
えば1〜50順程度)を含んでいる形態のものも使用で
きる。紙の粉砕物に加えて他の繊維を併用することもで
きる。紙の粉砕物と他の繊維の割合は通常100:0〜
1:99、好ましくは100:O〜50:50である。
1. Asbestos,
Examples include inorganic fibers such as perlite and combination systems of two or more of these fibers. Among these, preferred are fibers or vegetable fibrous substances that can become fibrous in water (hereinafter, organic fibrous substances are simply referred to as fibers), such as crushed paper, cotton, bulbs, and grass charcoal. Among these, pulverized paper is particularly preferred, and pulverized paper containing small pieces of unpulverized paper (for example, in the order of 1 to 50 pieces) can also be used. In addition to the pulverized paper, other fibers can also be used in combination. The ratio of crushed paper to other fibers is usually 100:0~
The ratio is 1:99, preferably 100:0 to 50:50.

繊維の形態としては粉末状、たとえば繊維を微粉状また
はすりつぶして粉末状にしたもの、および繊維状、例え
ば単繊維(通常100デニール以下の太さのもの)を切
断したもの、繊維を複数本集束し、適当な集束剤で処理
して切断したもの、その地織布、不織布1編状布、シー
ト(たとえば紙)などを裁断したものまたはそれをほぐ
したものがあげられる。繊維の長さはとくに限定するも
のではないが、通常0.01〜50■、好ましくは0.
01〜5閣である。
The fibers can be in powder form, such as fine powder or ground fibers, and fibers, such as cut single fibers (usually less than 100 denier in thickness), or bundles of multiple fibers. Examples include those treated with a suitable sizing agent and cut, woven fabrics, single-knit nonwoven fabrics, sheets (for example, paper), etc., cut or loosened. The length of the fiber is not particularly limited, but is usually 0.01 to 50 cm, preferably 0.01 to 50 cm.
01 to 5 cabinets.

水不溶性吸水性樹脂と繊維質物との混合割合は通常5/
95〜90/10 (重量比)で、好ましくは20/8
0〜80/20であシ、両者の混合物は0.3VAr&
以上、好ましくは0.79Ar1以上の嵩比重に加圧成
形される。
The mixing ratio of water-insoluble water absorbent resin and fibrous material is usually 5/
95 to 90/10 (weight ratio), preferably 20/8
0 to 80/20, the mixture of both is 0.3 VAr &
The above is preferably pressure molded to a bulk specific gravity of 0.79Ar1 or more.

加圧成形する方法は常温下型枠の中でペレット状に加圧
成形する方法および常温下、シート状、棒状またはブロ
ック状に加圧成形したのち適当な大きさに裁断または粉
砕する方法がある。なお加圧成形は加温(例えば20〜
150℃)、加湿(60〜100%湿度)下で行っても
よい。
Pressure molding methods include a method of pressure molding into pellets in a formwork at room temperature, and a method of pressure molding at room temperature into a sheet, rod, or block shape, and then cutting or crushing it into an appropriate size. . Note that pressure molding is performed by heating (e.g. 20~
150° C.) and humidification (60 to 100% humidity).

加圧成形機は波状ロール仕様のコンパクテイングマシン
、カレンダーマシン、フリケートマシン等のロールプレ
ス機および油圧半板プレス機、スクリュープレス機等が
使用され、加圧成形物の嵩比重が0.31Art1以上
になるようK 1〜300 (]kVcJ、好ましくは
100〜20 Of/crtの圧力で加圧成形される。
Pressure forming machines include compacting machines with corrugated rolls, calendar machines, roll presses such as fricate machines, hydraulic half-plate presses, screw presses, etc., and the bulk specific gravity of the pressure-formed product is 0.31 Art1. Pressure molding is carried out at a pressure of K 1 to 300 (] kVcJ, preferably 100 to 20 Of/crt, so as to achieve the above.

得られる加圧成形物の形状は任意でよく、例えば球形状
、円筒状、立方体状、直方体状、円錐状、角錐状、棒状
、シート状、ロール状など種々の形状があげられる。大
きさは加圧成形物の最短径が通常10crn以下、好ま
しくは6crn以下になるような大きさである。
The shape of the pressure-molded product obtained may be arbitrary, and includes various shapes such as a sphere, a cylinder, a cube, a rectangular parallelepiped, a cone, a pyramid, a rod, a sheet, and a roll. The size is such that the shortest diameter of the press-molded product is usually 10 crn or less, preferably 6 crn or less.

一方、加圧成形物である粒体を充填する袋の材質は、水
を通し土のうとして積層した場合でも上下方向および周
囲からの荷重に耐えうる強度を有し、水不溶性吸水性樹
脂が水を吸収し、吸水ゲル化しても漏水ない機能を備え
たものであり、天然繊維、人造繊維、金属繊維、鉱物繊
維などの材質でできた50メツシユ〜300メツシユの
織物、編物、不織布等が使用できる。
On the other hand, the material of the bag used to fill the pressure-molded granules is strong enough to withstand vertical and surrounding loads even when layered as sandbags through water, and the water-insoluble water-absorbent resin absorbs water. It has the ability to absorb water and prevent water from leaking even when it becomes a water-absorbing gel, and 50 to 300 mesh fabrics, knits, non-woven fabrics, etc. made of materials such as natural fibers, artificial fibers, metal fibers, and mineral fibers can be used. .

またポリエチレン、ポリプロピレン等の熱可塑性樹脂の
シート等を重ね合せ、縁部をヒートシールして袋状にし
ても使用することができ、その場合、袋に水を通し、袋
に充填した水不溶性吸水性樹脂が吸水ゲル化しても漏れ
ない程度の微細な穴を袋に設けておく。強度的に最も適
した材質は、延伸したポリプロピレン等の熱可塑性樹脂
のフィルムまたはシートをスリットしたスリットヤーン
で織った織物であり、水をよく通しゲル化した水不溶性
樹脂を漏出することがない。
It can also be used by stacking sheets of thermoplastic resin such as polyethylene or polypropylene and heat-sealing the edges to form a bag. Make holes in the bag that are small enough to prevent leakage even if the resin absorbs water and turns into a gel. The most suitable material in terms of strength is a woven fabric made of slit yarns made by slitting a stretched thermoplastic resin film or sheet such as polypropylene, which allows water to pass through well and prevents leakage of gelled water-insoluble resin.

これらの材質で形成される袋は、任意の形状を選択する
ことができるが、単一の角状またはそれらの連続した帯
状袋とするのが施工上、取扱上便利であシ、単一の袋に
した場合、底部が25〜60副、側部が60〜70譚程
度にするのが取扱い上好ましい。また、袋に充填する粒
体の量は、袋の容積に対し0.1〜5.0容量%、好ま
しくは0.2〜2.0容量チにするのが吸水ゲル化後の
保有水量との関係から好ましい。なお袋に粒体を充填す
る場合、粒体のみ充填してもよいが、所定の割合の土砂
等の不活性物質を混合すると土のうにして積層する際安
定化する等の点で有利である。
Bags made of these materials can have any shape, but it is convenient for construction and handling to be a single square bag or a continuous band bag. When it is made into a bag, it is preferable for the bottom part to be about 25 to 60 pieces and the sides to be about 60 to 70 pieces for handling purposes. In addition, the amount of granules to be filled into the bag should be 0.1 to 5.0% by volume, preferably 0.2 to 2.0% by volume, based on the amount of water retained after water-absorbing gelation. It is preferable because of the relationship. When filling a bag with granules, only the granules may be filled, but it is advantageous to mix in a predetermined proportion of an inert substance such as earth and sand to stabilize the bag when stacking it into a sandbag.

第1図は第1の発明の実施例を示す説明図で、図中(4
)の(1)は100メツシユに織ったナイロンシャーを
底部が25〜30譚、側部が60〜70c!nの袋に形
成し、粒体を充填したものであり、例えば袋(1)の容
積が25〜45tの場合、50〜5001の粒体を充填
する。また図中(B)の(2)は袋(1)を連続させて
帯状袋にしたもので、(3)は袋(1)と袋(1)との
間隔であり、土のう(2)積重ね方法により任意に決め
ることができる。図中(C)は帯状袋(2)を捲いて保
管している状態を示したものである。
FIG. 1 is an explanatory diagram showing an embodiment of the first invention.
) (1) is made of 100 mesh woven nylon shear with 25-30 centimeters on the bottom and 60-70 centimeters on the sides! n bags and filled with granules. For example, when the volume of bag (1) is 25 to 45 tons, 50 to 5001 granules are filled. In addition, (2) in (B) in the figure shows the bag (1) continuous to form a belt-shaped bag, and (3) is the distance between the bags (1) and the sandbags (2) stacked. It can be arbitrarily determined depending on the method. (C) in the figure shows the state in which the belt-shaped bag (2) is rolled up and stored.

第1の発明に係る土のうは上記のように構成され、粒体
を乾燥状態にし、て土のう(1) 、 (2)を所定の
場所に載置し、人為的または降雨等により給水すると、
水不溶性吸水性樹脂は自重の数百倍〜数千倍の水を吸水
ゲル化して重量のある枕状の土のうとなる。その際、水
不溶性吸水性樹脂は繊維質物と混合、加圧成形された粒
体となっているので、表層の水不溶性吸水性樹脂が初め
に吸水ゲル化してゲル層を形成しそれが以後の吸水ゲル
化を妨害することがないので、水不溶性吸水性樹脂の吸
水能力を十分に発揮して多量の水を保有する。また、保
有された水は不可逆となるから、土のうに荷重を付加し
ても、水が放出されることがなく土のうとしての機能を
維持する。
The sandbag according to the first invention is constructed as described above, and when the granules are dried, the sandbags (1) and (2) are placed in a predetermined place, and water is supplied artificially or by rainfall, etc.
The water-insoluble water-absorbent resin absorbs several hundred to several thousand times its own weight in water and turns it into a water gel, forming a heavy pillow-shaped sandbag. At that time, the water-insoluble water-absorbent resin is mixed with a fibrous material and formed into granules, so the water-insoluble water-absorbent resin on the surface layer first absorbs water and forms a gel layer, which is then used to form a gel layer. Since it does not interfere with water absorption and gelatinization, the water-insoluble water-absorbing resin fully exhibits its water-absorbing ability and retains a large amount of water. Furthermore, since the retained water is irreversible, even if a load is applied to the sandbag, water will not be released and the sandbag will maintain its function.

第2の発明は第1の発明に係る土のうの積み重ね方法で
ある。第1の発明に係る土のう(1) 、 (2)は水
不溶性吸水性樹脂を乾燥状態にして、土のう(1)また
は帯状の土のう(2)を積み重ねて給水すれば、災害地
等で短時間、かつ僅ずかの労力で土のう層が得られる。
A second invention is a method for stacking sandbags according to the first invention. The sandbags (1) and (2) according to the first invention can be used in disaster areas etc. for a short time by drying the water-insoluble water absorbent resin and stacking the sandbags (1) or band-shaped sandbags (2) and supplying water. , and a sandbag layer can be obtained with little effort.

しかし土のう(1) 、 (2)の重量は水により得ら
れているから、河川の堤防上に積層した土のう<1) 
、 (2)に流水が衝突すると、圧力によシ土のう(1
) 、 (2)層が崩れたりすることがある。そのため
第2の発明の方法は、土砂等を充填した第1の発明の土
のう(1) 、 (2)よシも重量の大きい土のうと、
第1の発明の土のう(1) 、 (2)を組合せて土の
う層を形成する。
However, since the weight of sandbags (1) and (2) is obtained from water, the sandbags stacked on the river embankment <1)
, (2) When running water collides with the sandbag (1
), (2) The layers may collapse. Therefore, the method of the second invention uses the sandbags (1) and (2) of the first invention filled with earth and sand, which are also heavier.
The sandbags (1) and (2) of the first invention are combined to form a sandbag layer.

第2図は第2の発明の実施例を示す説明図であシ、第2
図の(3)は土地(5)の上に土のう(1)を並べてそ
の上に重量の大きい土砂を充填した土のう(6)を載置
した土のう層で、(8)は土のう層側部にある流水、矢
印(イ)は流水(8)からの圧力である。第2図の(B
)は帯状の土のう(2)の間隔(3)の上に重量の大き
い土砂を充填した土のう(6)を載置したものである。
FIG. 2 is an explanatory diagram showing an embodiment of the second invention.
(3) in the figure is a sandbag layer in which sandbags (1) are lined up on land (5) and a sandbag (6) filled with heavy earth and sand is placed on top of the sandbags (1), and (8) is a sandbag layer on the side of the sandbag layer. A certain running water, the arrow (a) is the pressure from the running water (8). (B in Figure 2)
) is a sandbag (6) filled with heavy earth and sand placed on the interval (3) between band-shaped sandbags (2).

また第2図の(C)は第1の発明の土のう(1)と重量
の大きい土砂を充填した土のう(6)t−並べて積み重
ねたものである。
FIG. 2C shows the sandbag (1) of the first invention and a sandbag (6) filled with heavy earth and sand stacked side by side.

このように第1の発明の土のう(1) 、 (2)と重
量の大きい土のう(6)を組合せると、重量が大きくか
つ強固な土のう層が形成され、流水(8)が衝突して圧
力が負荷されても土のう層が崩れることがなく、土のう
層としての機能を維持することができ、しかもそのよう
な強固な土のう層を第1の発明の土のうを使用すること
によシ、短時間かつ僅かな労力で形成することができる
In this way, when the sandbags (1) and (2) of the first invention are combined with the heavy sandbag (6), a heavy and strong sandbag layer is formed, and the flowing water (8) collides with the sandbag to create pressure. By using the sandbag of the first invention, the sandbag layer does not collapse even under load and maintains its function as a sandbag layer. Moreover, it can be formed with little effort.

〔発明の効果〕〔Effect of the invention〕

第1の発明は以上説明したとおシ、一定の強度を有し、
通水性の材質の袋に水不溶性吸水性樹脂と繊維質物を混
合、加圧成形した粒体を充填することによシ、僅かな人
力で、かつ短時間で土のう層を形成することができる効
果がある。
As explained above, the first invention has a certain strength,
By filling a bag made of water-permeable material with granules made by mixing a water-insoluble water-absorbing resin and a fibrous material and press-molding it, a sandbag layer can be formed in a short time with little manual effort. There is.

また第2の発明は第1の発明上のうと重量の大きい土の
うを組合せて土のう層を形成するようにしたので、種々
の圧力が負荷されても、強固に積層状態を維持して災害
を防止することができる効果がある。
In addition, the second invention combines the bag according to the first invention with a heavy sandbag to form a sandbag layer, so even when various pressures are applied, the layered state is maintained firmly and disasters are prevented. There is an effect that can be done.

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

第1図(A) 、 (B) 、 (C)は第1の発明の
詳細な説明図、第2画(4)、 (B) 、 (C)は
第2の発明の詳細な説明図である。 図において、(1)は土のう、(2)は帯状の土のう、
(6)は土砂を充填した重量の大きい土のう、(8)は
流水である。 代理人 弁理士  佐 藤 正 年 第1図 (A) (B) (C) 第2図 (A)
Figures 1 (A), (B), and (C) are detailed explanatory diagrams of the first invention, and Figures 2 (4), (B), and (C) are detailed explanatory diagrams of the second invention. be. In the figure, (1) is a sandbag, (2) is a band-shaped sandbag,
(6) is a heavy sandbag filled with earth and sand, and (8) is running water. Agent Patent Attorney Masaru Sato Figure 1 (A) (B) (C) Figure 2 (A)

Claims (1)

【特許請求の範囲】 1、通水性の材質の袋に水不溶性吸水性樹脂と繊維質物
とを混合加圧成形した粒体を充填してなる土のう。 2、上記粒体が0.3g/cm^2以上の嵩比重をもつ
特許請求の範囲第1項記載の土のう。 3、上記袋の容積に対し0.2〜2.0容量%の上記粒
体を充填した特許請求の範囲第1項記載の土のう。 4、通水性の材質の袋に水不溶性吸水性樹脂と繊維質物
を混合、加圧成形した粒体を充填した土のうと、重量の
大きい土のうとを組合せて土のう層を形成する上記土の
うの使用方法。
[Scope of Claims] 1. A sandbag formed by filling a bag made of a water-permeable material with granules obtained by mixing and press-molding a water-insoluble water-absorbing resin and a fibrous material. 2. The sandbag according to claim 1, wherein the granules have a bulk specific gravity of 0.3 g/cm^2 or more. 3. The sandbag according to claim 1, wherein the sandbag is filled with the granules in an amount of 0.2 to 2.0% by volume based on the volume of the bag. 4. Method for using the above sandbags, in which a sandbag made of a water-permeable material is filled with granules made by mixing a water-insoluble water-absorbent resin and a fibrous material and then pressure-molded, and a heavy sandbag is combined to form a sandbag layer. .
JP27244285A 1985-12-05 1985-12-05 Sandbag and use thereof Granted JPS62133204A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27244285A JPS62133204A (en) 1985-12-05 1985-12-05 Sandbag and use thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27244285A JPS62133204A (en) 1985-12-05 1985-12-05 Sandbag and use thereof

Publications (2)

Publication Number Publication Date
JPS62133204A true JPS62133204A (en) 1987-06-16
JPH0423926B2 JPH0423926B2 (en) 1992-04-23

Family

ID=17513968

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27244285A Granted JPS62133204A (en) 1985-12-05 1985-12-05 Sandbag and use thereof

Country Status (1)

Country Link
JP (1) JPS62133204A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02108708A (en) * 1988-10-14 1990-04-20 Shiyarumu Corp:Kk Water cut-off execution
JPH0860633A (en) * 1994-08-18 1996-03-05 Showa Denko Kk Sand bag
KR20010088540A (en) * 2001-08-03 2001-09-28 차연선 Super absorbent polymer bag as a substitute for a bank
US6322289B1 (en) * 1999-01-25 2001-11-27 John Thomas Nolan Step silt terrace erosion prevention
WO2003008093A1 (en) * 2001-07-18 2003-01-30 Eos S.R.L. Hydroabsorbent product
US6524670B1 (en) 1999-08-06 2003-02-25 Kei Kataoka Sandbag
EP1371782A1 (en) * 2001-03-13 2003-12-17 Sony Corporation Absorber and method of manufacturing the absorber
US9297134B1 (en) 2012-02-08 2016-03-29 Carol J. Dancer Self-expanding barrier for control of surface water flow
JP2019052449A (en) * 2017-09-13 2019-04-04 日本ワイドクロス株式会社 No-sewing bag sandbag and its manufacturing method

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02108708A (en) * 1988-10-14 1990-04-20 Shiyarumu Corp:Kk Water cut-off execution
JPH0860633A (en) * 1994-08-18 1996-03-05 Showa Denko Kk Sand bag
US6322289B1 (en) * 1999-01-25 2001-11-27 John Thomas Nolan Step silt terrace erosion prevention
US6524670B1 (en) 1999-08-06 2003-02-25 Kei Kataoka Sandbag
EP1371782A1 (en) * 2001-03-13 2003-12-17 Sony Corporation Absorber and method of manufacturing the absorber
EP1371782A4 (en) * 2001-03-13 2009-03-18 Sony Corp Absorber and method of manufacturing the absorber
WO2003008093A1 (en) * 2001-07-18 2003-01-30 Eos S.R.L. Hydroabsorbent product
KR20010088540A (en) * 2001-08-03 2001-09-28 차연선 Super absorbent polymer bag as a substitute for a bank
US9297134B1 (en) 2012-02-08 2016-03-29 Carol J. Dancer Self-expanding barrier for control of surface water flow
JP2019052449A (en) * 2017-09-13 2019-04-04 日本ワイドクロス株式会社 No-sewing bag sandbag and its manufacturing method

Also Published As

Publication number Publication date
JPH0423926B2 (en) 1992-04-23

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