JPS62211411A - Simple flood preventive base body - Google Patents

Simple flood preventive base body

Info

Publication number
JPS62211411A
JPS62211411A JP4730986A JP4730986A JPS62211411A JP S62211411 A JPS62211411 A JP S62211411A JP 4730986 A JP4730986 A JP 4730986A JP 4730986 A JP4730986 A JP 4730986A JP S62211411 A JPS62211411 A JP S62211411A
Authority
JP
Japan
Prior art keywords
water
main body
flood
fibers
embankment
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
JP4730986A
Other languages
Japanese (ja)
Inventor
Seiji Wakamatsu
精次 若松
Keishiro Hara
原 慶四郎
Yoshihiro Kondo
近藤 佳宏
Kimihisa Takano
公寿 高野
Kunio Sakagami
阪上 邦夫
Manabu Yamamoto
学 山本
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 JP4730986A priority Critical patent/JPS62211411A/en
Publication of JPS62211411A publication Critical patent/JPS62211411A/en
Pending legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Abstract

PURPOSE:To obtain a flood preventive base body which can be used in a short time in case of disaster by charging a high water-absorptive resin into a body. CONSTITUTION:A three-dimensional body 2 of a sheet material, having sides made of a water-permeable sheet material, is formed, and a high-water absorptive resin is charged into the body 20. The resin is allowed to absorb water to form a hydrated gel in the body 20. The body 20 is used as a flood preventive base. The body 20 can be stored in a greatly reduced volume during the ordinary period and can also be used as the flood preventive base capable of preventing the overflow of river water during the period of flood disaster in a short time.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 乙の発明は、簡易型水防用基体に関する。[Detailed description of the invention] [Industrial application field] The invention of B relates to a simple waterproof base.

〔従来の技衛〕[Traditional technique]

従来、河川の流れに一定の制限を加え、河川水の氾らん
を防止する堤防は主として土砂で築造しており、連続堤
と不連続堤とがある。そして連続堤には本場、副層、輪
中堤、導流堤、締切堤、導流堤、周囲層及び鍵堤等があ
り、また不連続堤には広場、山付堤、背割板、導流堤及
び横堤等がある。しかもこれら堤防により河川の流れの
制限及び氾らんを防止するには所定の強度等が要求され
、そのために築堤材料は質的に擾れたつぎの条件を備え
ている必要がある。
Conventionally, embankments that impose certain restrictions on the flow of rivers and prevent river water from flooding have been constructed mainly of earth and sand, and include continuous embankments and discontinuous embankments. Continuous levees include the main levee, sub-layer, ring levee, diversion levee, cut-off levee, diversion levee, surrounding layer, and key levee, while discontinuous levee includes plaza, crested levee, back split plate, etc. There are diversion banks and horizontal banks. Furthermore, in order for these levees to restrict the flow of rivers and prevent flooding, they are required to have a certain level of strength, and for this reason, the levee materials must meet the following qualitative conditions.

■ 十分な締固めができ、空げきが小さく、含水量の変
化に対してもUB′ffi収縮が少なく、堤防がふくら
んだり、ひび割れが発生しにくいこと。
■ Sufficient compaction, small voids, little UB'ffi shrinkage in response to changes in water content, and the embankment is unlikely to swell or crack.

■ 洪水時の浸透によっても漏水が少ない、いわゆる透
水係数の小さい材料であること。
■ The material must have a low permeability coefficient, meaning that there is little leakage even during floods.

■ 有機物の含有料が少な(、成分が水に溶けたり、浸
透流によって流れ にくいこと。
■ Low organic content (components do not easily dissolve in water or flow away by osmosis).

■ 土砂の粒子が適当に角ば咋、粒度分布が適当な分布
をしており、かつ内部摩擦角が大きいものである。
■ Earth and sand particles have an appropriate angular density, an appropriate particle size distribution, and a large internal friction angle.

堤防はこれら築堤材料により堤防の力学、水理等の計算
に基づいて築堤されるが、不確定要素も多いので、越流
、浸食及び漏水の原因により破壊することがある。そこ
で従来導水に対しては積み土俵工、せき板工、蛇かご積
み工、水マット工、裏むしろ張り工及び裏シート張り工
等の水防工法が使用されている。
Embankments are built using these embankment materials based on calculations of levee mechanics, hydraulics, etc., but because there are many uncertainties, they may be destroyed due to overflow, erosion, or water leakage. Therefore, flood prevention construction methods such as piled bale construction, sheath board construction, gabion cage construction, water mat construction, back lining construction, and back sheet lining construction are conventionally used for water conveyance.

又漏水に対しては、用事対策としては釜段工、水マツ)
・式釜段工、鉄板釜段工、月の輪重、水マット月の輸工
、たる伏せ工及び導水むしろ張り工等の水防工法が使用
され、川裏対策としては、詰め土俵工、ろしろ張り工、
継ぎろしろ張り工、シート張り工及びたたみ張り工等の
水防工法が使用されている。しかし堤防の破壊は緊急時
に起きるから、これらの水防工法を人力により行うのは
容易でない。例えば水防法第27条には水防団員の定員
の基準が定められているが、水防団員の大部分がサラリ
ーマン化した現在では、水防時の力仕事に不向きであり
、かつ洪水が長時間にわたる場合は、水防団員の確保は
さらに困難になる。
In addition, for water leakage, measures such as pot steps and water pine)
・Flood prevention methods such as type kettle steps, iron plate kettle steps, tsuki-no-wa-jyo, water-mat tsuki-no-transport, barrel-laying, and water-conducting-rather-stretching are used, and as countermeasures for behind the river, there are filling dohyo, roshiro-stretching,
Flood protection construction methods such as joint-and-wall upholstery, sheet upholstery, and tatami upholstery are used. However, since the destruction of embankments occurs in emergencies, it is not easy to carry out these flood protection construction methods manually. For example, Article 27 of the Flood Control Act stipulates the standards for the number of flood defense team members, but now that most of the flood defense team members are salaried workers, they are unfit for the heavy lifting during flood defense, and when floods last for a long time. Securing flood defense team members will become even more difficult.

第12図は人力が少ない水防工法として提案されている
水マット工法の斜視図である。図において、(1)は堤
防、(2)は堤防表のり肩、(4)は天端、(6)は天
端(4)上に設置されたビニロン帆布製で断面が台形状
の横長の水のう、(6a)は水のう(6)の上部の一端
に設けた注水口、(6b)は水のう(6)の側部の下方
の一端に設けた排水口、(8)は隣接する水のう(6)
の接続部である。そして水のうは洪水時に幅(Ll)が
0.38〜1.5m、長さくL2)が5m、高さく[(
)が0.25〜1m程度のものを、堤防表のり肩(2)
からの距t=r’I(h+)を0.5〜1.0mにして
設置する。次いで注入口(6a)よりポンプにより注水
して上記寸法の水のうにし、洪水時の水位(10)から
の越流を防止する。
FIG. 12 is a perspective view of the water mat construction method, which has been proposed as a flood prevention construction method that requires less manpower. In the figure, (1) is the embankment, (2) is the shoulder of the embankment, (4) is the crest, and (6) is the horizontally elongated vinylon canvas with trapezoidal cross section installed on the crest (4). Water pouch, (6a) is a water inlet provided at one end of the upper part of water pouch (6), (6b) is a drain port provided at one end of the lower side of water pouch (6), (8) is the adjacent water sac (6)
This is the connection part. During flooding, the water pouch has a width (Ll) of 0.38 to 1.5 m, a length L2) of 5 m, and a height [(
) is about 0.25 to 1 m, as the embankment surface shoulder (2)
The distance t=r'I(h+) from 0.5 to 1.0 m is installed. Next, water is injected from the injection port (6a) by a pump to form a water basin of the above dimensions, thereby preventing overflow from the water level (10) during a flood.

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

上記のような水のう(6)に多量の水を密封した状態に
するのに、ビニロン帆布の袋は強固にできているため、
空の状態でも容積及び重量が大きい。
The vinylon canvas bag is strong enough to seal a large amount of water into the water container (6) as described above.
It has a large volume and weight even when empty.

しかも多量の水を短時間に注水するにはポンプの使用が
不可欠であった。しかしわが国の河川は流域も小さく急
流で流路も短く、水源地帯の降雨量の最大を示す時刻か
ら下流地点の水位が最高に達する時刻までに要する時間
が、数時間から十数時間と欧米河川に比べて極端に短い
ために、緊急の際の越流には役に立たないという問題が
あった。
Moreover, the use of a pump was essential to injecting a large amount of water in a short period of time. However, rivers in Japan have small basins, rapids, and short flow paths, and the time it takes from the time of maximum rainfall in the water source area to the time when the water level reaches its maximum at downstream points ranges from several hours to more than 10 hours. The problem was that it was extremely short compared to the previous year, making it useless for overflowing in emergencies.

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

この発明に係る簡易型水防用基体は、少なくとも側面を
透水製シート状資材とし、かつ全体をシート状資材によ
り立体に形成した本体と、本体内に入れた高吸水性樹脂
物とからなり、高吸水性樹脂物を吸水ゲル化させて上記
本体内部に保持させた水により立体を形成させる簡易型
水防用基体である。
The simple waterproof base according to the present invention consists of a main body whose at least side surfaces are made of a water-permeable sheet-like material and whose entire body is formed three-dimensionally from the sheet-like material, and a superabsorbent resin material placed inside the main body. This is a simple waterproof base in which a water-absorbing resin material is turned into a water-absorbing gel and a three-dimensional structure is formed by the water retained inside the main body.

〔作用〕[Effect]

この発明に係る簡易型水防用基体は、シート状資材によ
り立体に形成された本体の少なくとも側面が、透水性の
シート状資材になっているから、外部から容易に水が侵
入する。又本体内部には、乾燥状態にある高吸水性樹脂
物が入れてあり、かつその高吸水性樹脂物は、自重の数
百倍から数千倍の水を吸収して保持する能力があるので
、吸水ゲル化した高吸水性樹脂物により、本体は弾力、
重力及び変形しない立体を形成し、水防用基体としての
役割をする。
In the simple waterproof base according to the present invention, at least the side surfaces of the body formed three-dimensionally from a sheet-like material are made of a water-permeable sheet-like material, so that water easily enters from the outside. Also, inside the main body, there is a super absorbent resin material in a dry state, and the super water absorbent resin material has the ability to absorb and hold water hundreds to thousands of times its own weight. The main body has elasticity due to the super water-absorbent resin material that has become a water-absorbing gel.
It forms a three-dimensional structure that does not deform due to gravity, and serves as a base for waterproofing.

〔実施例〕〔Example〕

第1図はこの発明の一実施例の斜視図である。 FIG. 1 is a perspective view of an embodiment of the present invention.

図において、(20)は断面が台形状で形成された簡易
型水防用水基体(以下本体Aという)で、織物、織物及
び不織布等の透水性のシート状資材によりなっている。
In the figure, (20) is a simple waterproof base (hereinafter referred to as main body A) having a trapezoidal cross section, and is made of a water-permeable sheet-like material such as woven fabric, woven fabric, and non-woven fabric.

なお本体A (20)の正面(24a)、裏面(24b
)、左側面(22a)、右側面(22b)、平面(26
)及び底面(28)は、それぞれ同じ透水性のシート状
資材で形成してもよいが、平面(26)と底面(28)
は不透水性のり−ト状資材で形成してもよく、また側面
(22a) 、 (22b)のいずれか一方を透水性に
してもよい。(30a) 。
The front (24a) and back (24b) of main body A (20)
), left side (22a), right side (22b), plane (26
) and the bottom surface (28) may be formed of the same water-permeable sheet material, but the surface (26) and the bottom surface (28)
may be formed of a water-impermeable glue-like material, or either one of the side surfaces (22a) and (22b) may be made water-permeable. (30a).

(30b)は両側面(22a) 、 (22b)の底部
に設けた複数の穴を有する縁で、その穴に杭を打込んで
本体A(20)を堤防(1)の天端(4)に固定する。
(30b) is an edge with multiple holes provided at the bottom of both sides (22a) and (22b), and stakes are driven into the holes to attach main body A (20) to the top (4) of embankment (1). Fixed to.

本体A (20)の内部には、高吸水性樹脂物があらか
じめ乾燥状態で入れてあり、主として本体A (20)
の側面(22a) 。
A super absorbent resin material is placed in a dry state in advance inside the main body A (20), and the main body A (20)
side (22a).

(22b)からの透水により多量の水を吸水してゲル化
し、第1図に示す堤防状の形態となる。そして高水性@
脂物が乾燥状態では、本体A (20)はシート状の平
板状となり、その状態で倉庫に収納する。
(22b) absorbs a large amount of water due to water permeation and becomes a gel, forming an embankment-like form as shown in FIG. And high water @
When the fat is dry, the main body A (20) becomes a sheet-like flat plate and is stored in a warehouse in that state.

又本体A (20)は堤防(1)の天端(4)上に設置
して越流を防ぐものであるから、越流の幅に応じた長さ
にする必要がある。そこで本体A (20)をあらかじ
め想定しうる越流の幅に対応すべく、長さの異なるもの
を数種類〜数十種類製作しておき、必要に応じ使い分け
てもよい。しかしそれでは経済上不都合があるから、本
体A (20)の正面(24a)と裏面(24b)の縁
に第2図に示すような接続縁(25)を設け、接続! 
(25)の穴にロープを通して、本体A(20)を2個
又はそれ以上接続してもよい。
Moreover, since the main body A (20) is installed on the top end (4) of the embankment (1) to prevent overflow, it is necessary to make the length according to the width of the overflow. Therefore, in order to correspond to the width of the overflow that can be expected in advance, the main body A (20) may be manufactured in several to several dozen types with different lengths, and the different lengths may be used as needed. However, since this is economically disadvantageous, connecting edges (25) as shown in Fig. 2 are provided on the edges of the front (24a) and back (24b) of the main body A (20) to connect!
Two or more bodies A (20) may be connected by passing a rope through the hole (25).

第3図はそのようにして本体A (201を接続部(3
2)で接続した状態を示す斜視図である。さらに本体A
 (20)を第3図に示すように接続する場合、接続面
となる本体A (20)の正面(24a)及び/又は裏
面(24b)に凹凸を設けるか、あるいは第2図に示す
ように畝を形成させ、それらを接することにより水密状
態になるようにしてもよい。
Figure 3 shows how the main body A (201 is connected to the connecting part (3)
FIG. 2 is a perspective view showing the connected state in step 2). Furthermore, main body A
(20) as shown in Fig. 3, the front (24a) and/or back (24b) of the main body A (20) serving as the connection surface should be provided with unevenness, or as shown in Fig. 2. A watertight state may be achieved by forming ridges and making them contact each other.

第4図は第1図、第2図に示す本体A (20)を堤防
(1)の天端(4)上に抗(34a) 、 (34b)
 1’固定し、川の洪水位(10)が上昇して堤防(1
)の表のり肩(2)を越えて天端(4)より上位になっ
た状態を示す説明図である。この場合、少なくとも水に
接する側面(22a)は透水性であるため、水は本体A
 (20)内部に侵入し、高吸水性樹脂物を吸水ゲル化
させ、図に示す簡易堤防を形成する。
Fig. 4 shows the main body A (20) shown in Figs.
1' fixed, the river flood level (10) rises and the embankment (1
) is an explanatory diagram showing a state in which the front shoulder (2) is crossed and the top edge (4) is higher than the top (4). In this case, since at least the side surface (22a) in contact with water is water permeable, water can flow through the main body A.
(20) Infiltrate the interior and turn the super absorbent resin into a water-absorbing gel to form the simple embankment shown in the figure.

本体A (20)を形成する透水性の布状資材(よ、例
えば天然繊維、人造繊維、金属繊維、鉱物繊維などの材
質でてきた50メツシユ〜300メツシユの毒物、糊物
、布織布などである。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ヒートシールして形成
してもよい。その場合、本体A (20)に水を通し、
本体A (20)に入れた高吸水性樹脂が水を吸収して
吸水ゲル化してももはや露出し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又はシートを
スリットしたスリットヤーンで織った毒物゛であり、水
をよく通し、ゲル化した水不溶性樹1指を露出すること
がない。
Water-permeable cloth-like material (for example, 50 to 300 mesh made of natural fibers, artificial fibers, metal fibers, mineral fibers, etc.) forming the main body A (20), poisonous substances, pastes, woven cloth, etc. It may also be formed by heat-sealing a sheet of thermoplastic resin such as polyethylene or polypropylene.In that case, water is passed through the main body A (20),
The bag is provided with holes so small that they will no longer be exposed even if the superabsorbent resin placed in the main body A (20) absorbs water and becomes a water-absorbing gel. The most suitable material in terms of strength is a slit yarn woven from a stretched thermoplastic resin film or sheet such as polypropylene, which allows water to pass through well and exposes one finger of gelled water-insoluble resin. Never.

又本体A (20)中に充填する高吸水性Vj4脂物は
、水を忌速、多量に吸水ゲル化する物をいい、高吸水性
樹脂及び高吸水性樹脂と繊維質物との混合成形物等があ
る。例えば高吸水性樹脂には、(親水性および/または
水溶性単層体)および/または(加水分解により親水性
および/または水溶性となる単層体)(A)と多筒類(
B)との重合体、(A)と架橋剤(C)との重合体、又
は(Alと(B)と(C)とを必須成分として重合させ
必要により加水分解して得られる重合体であり、これら
の親水性架橋重合体を2種以上併用してもよい。なお、
(A)と(B)の重合体は、デンプン−アクリロニトリ
ルグラフl゛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及びその塩などがある。(A)
と(C)のm合体は、ジビニル化合物(メチレンビスア
クリルアミドなと)で架橋されたポリアクリルアミド及
びその部分加水分解物、架橋ポバール、特開昭52−1
4689号公報、特開昭52−27455号公報に記載
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。又(
A)と(B)と(C)を必須成分として重合させ、必要
に応じて加水分解して得られる重合体は、特公昭53−
46199号公報、特公昭53−46200号公報およ
び特公昭55−4462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。
In addition, the super absorbent Vj4 fat filled in the main body A (20) refers to a material that absorbs a large amount of water at a repulsive rate and turns it into a gel, and includes a super absorbent resin and a molded mixture of a super absorbent resin and a fibrous material. etc. For example, superabsorbent resins include (hydrophilic and/or water-soluble monolayer) and/or (single-layer that becomes hydrophilic and/or water-soluble upon hydrolysis) (A) and multicylindrical (
B), a polymer of (A) and a crosslinking agent (C), or a polymer obtained by polymerizing (Al, (B), and (C) as essential components and hydrolyzing if necessary). Yes, two or more of these hydrophilic crosslinked polymers may be used in combination.
Examples of the polymers (A) and (B) include hydrolysates of starch-acrylonitrile graph I copolymers, cellulose-acrylic acid graft copolymers, and salts thereof. (A)
and (C) are polyacrylamide crosslinked with a divinyl compound (such as methylenebisacrylamide) and its partial hydrolyzate, crosslinked poval, and JP-A-52-1
Examples include saponified crosslinked vinyl ester-unsaturated carboxylic acid copolymers, crosslinked polyethylene oxide, and the like, which are described in JP-A-4689 and JP-A-52-27455. or(
The polymer obtained by polymerizing A), (B), and (C) as essential components and hydrolyzing if necessary is
There are crosslinked starch-acrylamide graft copolymers, crosslinked starch-acrylic acid graft copolymers and salts thereof, etc. described in Japanese Patent Publication No. 46199, Japanese Patent Publication No. 53-46200, and Japanese Patent Publication No. 55-4462. .

重合体−粒子の粒度は通常5〜5000μ以下、好まし
くは20〜500μであり、また重合体粒子は通常60
mt’/ g以上の吸水力を有するものである。又高吸
水性樹脂と繊維質物との混合成形物は、上記高吸水性樹
脂と繊維質物との混合物またはこれらを加圧成形したも
のである。繊維質物は、天然繊維([物性繊維としては
セルロース系のもの、tことえば紙、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、羊
毛など)、人造ta!1(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)などの有機性繊維、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1
ノF用系があげられる。これらのうちで好ましいものζ
よ繊維または水中で繊維状になりうろ植物性繊維質物(
以下有機性繊維質物のことを単に繊維という)、たとえ
ば紙、紙粉砕物、木綿、パルプ、草炭などである。この
中で特に紙の粉砕物が好ましい。紙の粉砕物の中に未粉
砕の小紙片(たとえば1〜50帥程度)を含んでいる形
態のものも使用でき、紙の粉砕物に加丸で他の繊維を併
用することができる。紙の粉砕物と他の繊維の割合は通
常100:  1.99、好ましくは100:0〜50
:50である。
The particle size of the polymer particles is usually 5 to 5000μ or less, preferably 20 to 500μ, and the polymer particles are usually 60μ
It has a water absorption capacity of mt'/g or more. The mixture molded product of a super absorbent resin and a fibrous material is a mixture of the above super absorbent resin and a fibrous material, or a pressure molded product of the above super absorbent resin and a fibrous material. Fibrous materials include natural fibers (physical fibers include cellulose, such as paper, cotton, straw, sawdust, grass charcoal, and pulp; animal fibers include silk, wool, etc.), and artificial fibers such as silk and wool. 1 (cellulose-based materials such as rayon, acetate, etc.), organic fibers such as synthetic fibers (polyamide, polyester, acrylic, etc.), asbestos,
Inorganic fibers such as perlite and one or more of these two or more
An example of this is the NoF system. Which of these is preferable?
Plant fibers or fibrous substances that become fibrous in water (
Hereinafter, organic fibrous materials are simply referred to as fibers), such as paper, crushed paper, cotton, pulp, grass charcoal, etc. Among these, pulverized paper is particularly preferred. It is also possible to use a form in which small pieces of unpulverized paper (for example, about 1 to 50 pieces) are included in the crushed paper, and other fibers can be used in combination with the crushed paper. The ratio of crushed paper to other fibers is usually 100:1.99, 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砕また
はすりつぶして粉末状にしたもの、および繊維状たとえ
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、その他織布、不織布、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される
ものではないが、通常0.01〜50M1好ましくは0
.01〜5IIII11である。
The fibers can be in the form of powder, such as finely pulverized or ground fibers, and fibers, such as cut single fibers (usually with a thickness of 100 denier or less), or bundles of multiple fibers. , those treated with a suitable sizing agent and cut, other woven fabrics, non-woven fabrics, knitted fabrics, sheets (for example, paper), etc., cut or loosened. The length of the fiber is not particularly limited, but is usually 0.01 to 50M, preferably 0.
.. 01-5III11.

また、高吸水性樹脂と繊維質物の使用割合は通常5/9
5〜90/10 (重量比)であり、より好ましくは2
0780〜80/20である。
In addition, the ratio of super absorbent resin to fibrous material is usually 5/9.
5 to 90/10 (weight ratio), more preferably 2
0780-80/20.

得られた両者の混合物は、好ましくは0.3g/ ci
以上の嵩比重に加圧成形されろ。さらに好ましくは0.
7g/ct以上とされる。加圧成形する方法としては、
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げら
れる。また、加圧成形は加温(たとえば20〜150℃
)、加湿(60〜100%湿度)下で行ってもよい。
The resulting mixture of both is preferably 0.3 g/ci
Pressure mold it to the bulk specific gravity above. More preferably 0.
It is considered to be 7g/ct or more. As for the method of pressure molding,
Examples include a method in which the pellet is pressure-formed into a pellet shape in a mold at room temperature, and a method in which the pellet is pressure-formed into a sheet, rod, or block shape at room temperature, and then cut or crushed into an appropriate size. In addition, pressure molding requires heating (for example, 20 to 150°C).
), it may be carried out under humidification (60 to 100% humidity).

加圧成形時の圧力は、得られた加圧成形物の嵩比重が0
.3g/c&以上になるような圧力であればよく、通常
1〜3.000kg/car好ましくは100〜2. 
OOOkg/e+!てある。加圧成形はたとえばロール
プレス機、油圧半板プレス機、スクリュープレス機など
を用いて行うことができる。
The pressure during pressure molding is such that the bulk specific gravity of the obtained pressure molded product is 0.
.. The pressure may be 3g/c& or more, usually 1 to 3.000kg/car, preferably 100 to 2.00kg/car.
OOOkg/e+! There is. Pressure forming can be carried out using, for example, a roll press machine, a hydraulic half-plate press machine, a screw press machine, or the like.

ロールプレス機としては、たとえば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、ブリケット
マシンなどがあげられる。
Examples of roll press machines include compacting machines with corrugated rolls, calender machines, and briquette machines.

得られtコ加圧成形物の形状は任意でよく、たとえば球
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10cm以下、好
ましくは3c+n、lJ下になるような大きさである。
The shape of the obtained press-molded product may be arbitrary, such as spherical, cylindrical, cubic, rectangular parallelepiped, conical, pyramidal, etc.
Various shapes can be mentioned, such as a rod shape, a sheet shape, and a roll shape. The size is such that the shortest diameter of the press-molded product is usually 10 cm or less, preferably 3c+n, lJ or less.

高吸水性樹脂は、その性質上水への親和性が強く、急速
に水を接触させると表面にのみ吸水ゲルが生成し、その
ため大皿の水を吸水するのを妨げ、結果として高吸水性
樹脂の吸水能力を有効に活用しえない場合がある。しか
し高吸水性樹脂を繊維質物とn合、加圧成形し、粒体に
して吸水させる場合は、水を急速に接触させても水は繊
維質により粒体内部に移動するから表面にのみ吸水ゲル
が生成し、以後の吸水が妨げられるようなことはなく、
高吸水性樹脂の吸水能力である自重の数百倍〜数千倍の
水を効率よく吸水する。
Due to its nature, superabsorbent resin has a strong affinity for water, and when it comes into contact with water rapidly, a water-absorbing gel is generated only on the surface, which prevents it from absorbing water on a large plate, and as a result, superabsorbent resin may not be able to effectively utilize the water absorption capacity of However, when superabsorbent resin is combined with a fibrous material, pressure-molded, and made into granules to absorb water, even if water comes into contact with them rapidly, the water moves into the granules due to the fibrous material, so water is absorbed only on the surface. Gel is not formed and subsequent water absorption is not hindered.
It efficiently absorbs water hundreds to thousands of times its own weight, which is the water absorption capacity of super absorbent resin.

第5図は、この発明の他の一実施例を示す斜視図である
。図において、(20a)は簡易型水防用基体本体(以
下本体Bという)で、外形は本体A(20)と同じ透水
性の布状資材により同じ形状に形成したものである。し
かし内部は本体A (20)と異なり、透水性のシート
状資材により仕切り(40a)〜(40i)を設け、仕
切り(40A)〜(401)により構成される室にそれ
ぞれ高吸水性TI!脂物を充填する。
FIG. 5 is a perspective view showing another embodiment of the invention. In the figure, (20a) is a simple waterproof base main body (hereinafter referred to as main body B), which has the same outer shape as main body A (20) and is made of the same water-permeable cloth material. However, the interior is different from the main body A (20) in that partitions (40a) to (40i) are provided with water-permeable sheet-like materials, and each chamber constituted by the partitions (40A) to (401) is filled with highly water-absorbent TI! Fill with fat.

このように仕切り(40人)〜(401)を設けると、
本体B (20b)の強度が著しく高くなり、内部の高
吸水性樹脂物が防水ゲル化して第4図に示すように堤防
(20a)を形成した後、越流水が大きな力で衝突して
も堤防は変形及び破壊することがない。
If you set up partitions (40 people) to (401) like this,
After the strength of main body B (20b) increases significantly and the superabsorbent resin inside turns into a waterproof gel and forms a dike (20a) as shown in Figure 4, even if overflow water collides with a large force, The embankment will not be deformed or destroyed.

なお、本体B (20a)の接続手段及び水防工法は、
本体A (20)の場合と同様の手段及び方法を採るこ
とができろ。
In addition, the connection means and flood protection method of main body B (20a) are as follows:
The same means and methods as in the case of main body A (20) can be adopted.

第6図はこの発明の他の一実施例を示す斜視図であり、
簡易型水防用基体本体(以下本体Cという) (20b
)は、第1図〜第5図に示すものと異なり形状を直方体
に形成したものである。
FIG. 6 is a perspective view showing another embodiment of the present invention,
Simple waterproof base body (hereinafter referred to as body C) (20b
) is different from those shown in FIGS. 1 to 5 in that it is shaped like a rectangular parallelepiped.

第7図もこの発明の他の一実施例を示す斜視図であり、
第7図(A)はその平面図である。
FIG. 7 is also a perspective view showing another embodiment of the invention,
FIG. 7(A) is a plan view thereof.

図において、簡易型水防用基体本体(以下本体りという
) (20C)は正面、裏面(42a) 、 (42b
)及び平面、底面も台形に形成し、本体D (20c)
を接続すると、第8図の平面図に示すように、半径形状
の簡易堤防を形成することができる。
In the figure, the simple waterproof base body (hereinafter referred to as the body) (20C) has the front, back (42a), and (42b)
), the plane and the bottom are also formed into trapezoids, and the main body D (20c)
By connecting them, a simple radial embankment can be formed, as shown in the plan view of FIG.

第9図は、本体(20c)を多角形に水密的に接続して
釜段工にしたものの平面図である。図において、(50
)は堤防(1)の裏のり先の平場の漏水噴出口、(52
)は釜段工中の漏水を放流する樋又は半割パイプである
FIG. 9 is a plan view of a pot step structure in which the main body (20c) is connected in a polygonal manner in a watertight manner. In the figure, (50
) is the water leakage spout in the flat area behind the embankment (1), (52
) is a gutter or half-split pipe that discharges leakage water during pot tier construction.

第10図は第9図の釜段工の説明図である。図において
、(10a)は川の水位、(54)は川底又は堤防(1
)の表のりから堤防(1)の裏のり先の平場の漏水噴出
口(50)に至る漏水の通路、(56)は釜段工内にせ
き上げた漏水、(56a)はその漏水(56)の水位で
あり、漏水は樋又は半割パイプで放流する。こうして釜
段工によれば、川の水位(10a)と漏水の水位(56
a)が同じになるので、漏水はせき止められる。
FIG. 10 is an explanatory diagram of the pot step shown in FIG. 9. In the figure, (10a) is the water level of the river, (54) is the riverbed or embankment (1
) from the front slope to the leakage spout (50) on the flat ground at the back of the embankment (1), (56) is the leakage that rose up in the pot tier work, (56a) is the leakage (56) The water level is 1,000 yen, and any leakage water will be discharged through a gutter or a half-split pipe. Thus, according to Kamatanko, the river water level (10a) and the leakage water level (56
Since a) becomes the same, the water leakage can be stopped.

従来の釜段工では土のうを中空の円状に積上げ石工法に
よっているため、突発的に漏水が噴出しても、土のうの
作成、積上げ等を短時間に行うことができず水防工法と
しては不都合が多かった。
In conventional pot tier construction, sandbags are piled up in a hollow circular shape using the masonry method, so even if water leaks suddenly, sandbags cannot be created and piled up in a short time, making it inconvenient as a flood prevention method. There were many.

しかし、この発明に係る簡易型水防用基体は、通常の保
管姿態では、高吸水性m貨物が乾燥した状態にあるので
、水防倉庫に備蓄することができる。
However, in the simple waterproof base according to the present invention, since the highly water-absorbent m cargo is in a dry state in a normal storage state, it can be stocked in a flood defense warehouse.

そして突発的に漏水が噴出すると、高吸水性樹脂物が乾
燥した状態にある簡易型水防用基体を設置すると、高吸
水性樹脂物が噴出した漏水により急速に吸水ゲル化して
釜段工を形成する。
When water suddenly erupts, if a simple waterproof base with a dry superabsorbent resin material is installed, the superabsorbent resin material will rapidly absorb water and turn into a gel due to the leakage, forming a pot step. .

又釜段工は、漏水の水位(56a)と川の水位(10a
)を同じにしなければ漏水をせき止めすることができず
、かつ漏水の水位(56a)をあらかじめ知ることは困
難である。しかも災害時の川の水位(10a)は大きく
変動するので、釜段工の高さをその変動に応じて直ちに
高くする必要がある場合、又は川の水位(10a)が高
いので、当初から釜段工の高さも高くする必要がある場
合がある。かかる場合、この発明に係る簡易型水防用機
体では、容易に低労力かつ短時間で大きいもの作ること
ができる。
In addition, the pot steps are designed to improve the leakage water level (56a) and the river water level (10a).
) must be made the same to prevent water leakage, and it is difficult to know the leakage water level (56a) in advance. Moreover, since the river water level (10a) fluctuates greatly during a disaster, there may be cases where it is necessary to immediately raise the height of the pot steps according to the fluctuations, or if the river water level (10a) is high, the pot steps must be constructed from the beginning. It may also be necessary to increase the height of the In such a case, the simple waterproof airframe according to the present invention can be easily manufactured in a large size with low labor and in a short time.

なお、第9図及び第10図でしめす釜段工は、第7図及
び第7(A)に示す本体(20C)を水密的に接続した
が、一体的に中空円状の簡易型水防用基体を形成して釜
段工にしてもよい。
Note that the pot step shown in FIGS. 9 and 10 has the main body (20C) shown in FIGS. It is also possible to form a kettle step.

第11図はこの発明に係る簡易型水防用基体をせき板工
に使用する場合の説明図である。図において、(60)
は堤防(1)の天端(4)に打込んだ鋼製支柱(図示せ
ず)に固定した軽量鋼板、(62)は軽量鋼板(60)
の裏側に取り付けた止水板、(64)は天端(4)上に
敷設した防止シートである。なお、上水板(62)の代
わりに防止シー1− (64)をL字にして立上がった
面を軽量鋼板(60)の裏側に取付け、止水板(62)
を省略してもよい。
FIG. 11 is an explanatory diagram of the case where the simple waterproof base according to the present invention is used for shedding work. In the figure, (60)
(62) is a lightweight steel plate (60) fixed to a steel support (not shown) driven into the top (4) of the embankment (1)
The water stop plate (64) is attached to the back side of the water stop plate, and the water stop plate (64) is a prevention sheet placed on the top (4). In addition, instead of the water stop plate (62), attach the L-shaped raised side of the prevention sheet 1- (64) to the back side of the lightweight steel plate (60), and install the water stop plate (62).
may be omitted.

せき板工は洪水時間が長く越流が長時間継続する場合等
に有効な工法であるが、従来のせき板工では、防止シー
1. (64)上に多量の粘質土、土砂を積込む必要が
ある。しかし市街地等に近接する堤防(1)では短時間
で多量の粘質土の入手が困難であるので、この工法を実
施することば事実上不可能である。一方この発明に係る
簡易型水防用基体は、止水板(62)の裏側に載置し、
水を投入して高吸水性樹脂物を吸水ゲル化させると、粘
質土、土砂を積込んだのと同様の効果を生じる。しかも
本体(201、(20a) 、 (20b) 、 (2
0e)を大きくすれば吸水ゲル化した簡易型水防用基体
は容易に粘質土、土砂よりも大きな容積及び重量となる
ので、強固なせき板を形成させることができる。
Weir plate work is an effective construction method in cases where flood time is long and overflow continues for a long time. (64) It is necessary to load a large amount of clay soil and earth and sand on top. However, since it is difficult to obtain a large amount of clay soil in a short period of time for embankments (1) located close to urban areas, it is virtually impossible to implement this construction method. On the other hand, the simple waterproof base according to the present invention is placed on the back side of the water stop plate (62),
When water is added to turn the superabsorbent resin material into a water-absorbing gel, the same effect as loading clay soil or earth and sand is produced. Moreover, the main body (201, (20a), (20b), (2
If 0e) is increased, the simple water-absorbing gelatinized base for flood protection can easily have a larger volume and weight than clay soil or earth and sand, so that a strong weir can be formed.

なお、上記実施例では、簡易型水防用基体の形成及びそ
の水防工法への適用について説明したが、簡易型水防用
基体を水防工法で使用した後は、高吸水性樹脂が吸水ゲ
ルとして保持する水を放出させて元の乾燥状態に戻し、
次回の使用に備える。
In addition, in the above example, the formation of a simple type waterproofing base and its application to a floodproofing construction method were explained, but after the simple type waterproofing base is used in a floodproofing construction method, the superabsorbent resin is retained as a water-absorbing gel. Release the water and return to the original dry state,
Prepare for next use.

その場合、乾燥することにより放出させることも可能で
あるが、食塩(NaCJ)、塩化カルシウム(CaC1
,)、塩化マグネシウム(MgC12)、硫酸アルミニ
ウム(^l z (SOa) s)−塩化鉄(FeC1
3)等の分離剤を透水性のシート状資材を通じて投入す
ると、容易に吸水ゲルから水を分離することができ再使
用するのに短時間で行うことができる。
In that case, it is possible to release it by drying, but common salt (NaCJ), calcium chloride (CaCl
), magnesium chloride (MgC12), aluminum sulfate (^l z (SOa) s) - iron chloride (FeC1
When a separating agent such as 3) is introduced through a water-permeable sheet-like material, water can be easily separated from the water-absorbing gel and can be reused in a short time.

〔発明の効果〕〔Effect of the invention〕

以上説明したように、この発明においては、少なくとも
側面は透水するようにして、シー1−状資材て立体を形
成し、その内部に高吸水性樹脂物を入れたので、平常時
には、小容積、小重量の状態で保管し、災害時、緊急時
等には最小限の労力で、かつ短時間に川の越流及び漏水
等を防止できるので、水防工法を近代化させる等皿々の
効果がある。
As explained above, in this invention, at least the side surfaces are water-permeable, a three-dimensional shape is formed using a sheet-like material, and a super absorbent resin material is placed inside the material. It can be stored in a light weight state and can prevent river overflows and water leaks in a short time and with minimal effort during disasters and emergencies, so it has many benefits such as modernizing flood prevention methods. .

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

第1図〜第3図はこの発明の一実施例の斜視図、第4図
は水防工法への適用説明図、第5図〜第7図はそれぞれ
この発明の他の実施例の斜視図、第7図(入)は第7図
の実施例の平面図、第8図及び第9図はこの発明の他の
実施例の平面図、第10図は第9図で示す′A施例の水
防工法への適用説明図、第11図はこの発明の一実施例
及び他の実施例の水防工法への適用説明図、第12図は
従来の水マット工法の斜視図である。 図において、(1)は堤防、(4)は天端、(10) 
、 (10a) 。 (56alは水位、(2Q) 、 (20a) 、 (
2Qb) 、 (2Qc)は簡易型水防用基体本体、(
30a) 、 (30b)はi! 、(32)は接続部
である。 代理人 弁理士 佐 藤 正 年 第Lgll 第2図 第3医9゜ 第 4 図 第す図
1 to 3 are perspective views of one embodiment of this invention, FIG. 4 is an explanatory diagram of application to a flood prevention method, and FIGS. 5 to 7 are perspective views of other embodiments of this invention, respectively. FIG. 7 (inside) is a plan view of the embodiment shown in FIG. 7, FIGS. 8 and 9 are plan views of other embodiments of the present invention, and FIG. 10 is a plan view of the 'A embodiment shown in FIG. 9. FIG. 11 is an explanatory diagram of the application of one embodiment of the present invention and another embodiment to the flood prevention method, and FIG. 12 is a perspective view of the conventional water mat construction method. In the figure, (1) is the embankment, (4) is the top, and (10)
, (10a). (56al is the water level, (2Q), (20a), (
2Qb), (2Qc) are simple waterproof base body, (
30a), (30b) are i! , (32) are connection parts. Agent Patent Attorney Tadashi Sato Year Lgll Figure 2 Figure 3 Doctor 9゜Figure 4 Figure 4

Claims (1)

【特許請求の範囲】[Claims] 少なくとも側面を透水性のシート状資材としかつ全体を
シート状資材により立体的に形成した本体と、該本体内
に入れた高吸水性樹脂物とからなり、上記高吸水性樹脂
物を吸水ゲル化させて上記本体内部に保持させた水によ
り立体を形成させる簡易型水防用基体。
It consists of a main body made of water-permeable sheet-like material at least on the side surfaces and three-dimensionally formed entirely of sheet-like material, and a super-absorbent resin material placed inside the main body, and the super-absorbent resin material is turned into a water-absorbing gel. A simple waterproof base that forms a three-dimensional shape using water held inside the main body.
JP4730986A 1986-03-06 1986-03-06 Simple flood preventive base body Pending JPS62211411A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4730986A JPS62211411A (en) 1986-03-06 1986-03-06 Simple flood preventive base body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4730986A JPS62211411A (en) 1986-03-06 1986-03-06 Simple flood preventive base body

Publications (1)

Publication Number Publication Date
JPS62211411A true JPS62211411A (en) 1987-09-17

Family

ID=12771692

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4730986A Pending JPS62211411A (en) 1986-03-06 1986-03-06 Simple flood preventive base body

Country Status (1)

Country Link
JP (1) JPS62211411A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04102609A (en) * 1990-08-17 1992-04-03 Oyo Corp Water storing method by cut-off wall composed of gel-like material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04102609A (en) * 1990-08-17 1992-04-03 Oyo Corp Water storing method by cut-off wall composed of gel-like material

Similar Documents

Publication Publication Date Title
KR102050045B1 (en) Ecological environment rainwater collecting system with lid
TW211053B (en) Draining construction of a green ground
US5662983A (en) Stabilized containment facility liner
JP2647580B2 (en) Waterproof material formed from clay and fiber mat
US5041330A (en) Water and/or oil-impermeable sealing mat consisting substantially of a substrate layer, a layer of swellable clay and a cover layer
US20070003369A1 (en) Sediment control wattle
EP1831451A1 (en) Textile two or three dimensional fabric containing materials that are capable of swelling
US5795106A (en) Retaining wall system and method of construction thereof
US9297134B1 (en) Self-expanding barrier for control of surface water flow
CN207553031U (en) A kind of impervious water conservancy structure of flood bank
JPS62133204A (en) Sandbag and use thereof
JPS62211411A (en) Simple flood preventive base body
JPS6375207A (en) Simple dam body
CN206127996U (en) Flood fighting encloses well with filling counter straining of ability of swimming
CN215482055U (en) Waterproof construction in mirror surface waterscape tree pool
JPS6375208A (en) Loading of sand bag
CN206655299U (en) A kind of Tailings Dam drainage system
JP2020070608A (en) Composite sheet and bag made of the composite sheet
JP2000309958A (en) Underground water storage tank and its formation
JP2006204986A (en) Water absorption type mat for preventing water leakage
CN209837052U (en) Slope structure
JPH0647808B2 (en) Simple type levee
JPS6360317A (en) Cut-off wall
JP6832671B2 (en) Sludge water absorption sandbags
CN215166329U (en) Urban waterlogging drainage structure