JPH06286062A - Self-restorable water barrier composite sheet - Google Patents

Self-restorable water barrier composite sheet

Info

Publication number
JPH06286062A
JPH06286062A JP5100525A JP10052593A JPH06286062A JP H06286062 A JPH06286062 A JP H06286062A JP 5100525 A JP5100525 A JP 5100525A JP 10052593 A JP10052593 A JP 10052593A JP H06286062 A JPH06286062 A JP H06286062A
Authority
JP
Japan
Prior art keywords
water
sheet
self
hole
rubber
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
JP5100525A
Other languages
Japanese (ja)
Other versions
JP2714921B2 (en
Inventor
Eiichiro Taki
瑛一路 滝
Takashi Nishida
孝 西田
Tetsuo Miyake
徹男 三宅
Akio Yokawa
彬夫 余川
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.)
KUREHA ERASUTOMAA KK
Toyobo Co Ltd
Original Assignee
KUREHA ERASUTOMAA KK
Toyobo 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 KUREHA ERASUTOMAA KK, Toyobo Co Ltd filed Critical KUREHA ERASUTOMAA KK
Priority to JP5100525A priority Critical patent/JP2714921B2/en
Publication of JPH06286062A publication Critical patent/JPH06286062A/en
Application granted granted Critical
Publication of JP2714921B2 publication Critical patent/JP2714921B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To impart a hole extension preventing function and a self-restoring function to a sheet and to improve fitness by laminating water-barrier sheets on front and rear surfaces of water crosslinking rubber sheet having specific values of saturated crosslinkability at the time of dipping in water, volume expansion coefficient after a specific time and expansion pressure, and reinforcing a fiber sheet to set a cut elongation, tearing strength to specific values or more. CONSTITUTION:A self-restorable water-barrier composite sheet 10 comprises water- barrier outer sheets 11 made of normal rubber or resin laminated on both front and rear surfaces of a water crosslinking rubber sheet 12 having 0.5X10<-4>-3.8X10<-4>mol/ml of saturated crosslinkability at the time of dipping in water, 50 10000% of a volume expansion coefficient after 10 hours of dipping and 1-50kg/cm<2> of an expansion pressure, reinforced with a fiber sheet 13, an entire cut elongation is 50% or more, and a tearing strength is 10kg/cm<2> or more. Since the sheet 12 is provided as an intermediate layer, if a hole is opened due to an uneven surface of a soft laying surface, the sheet 12 is brought into contact with water to be invaded from the hole, and hence the sheet 12 is expanded to block the hole, thereby preventing invasion of the water. That is, water is stopped by self-restoration force of the sheet 12 itself.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、廃棄物処理場、人工
貯水池、河川の堤防、鉄筋コンクリート建築物の屋上、
地下鉄の駅舎および地下埋設物等に漏水防止のために敷
設される土木建築用の遮水シートであって、施工時また
は使用時に鋭角物との接触により生じた穴の拡大を防止
し、かつこの穴を自動的に塞ぐことができる自己修復性
遮水用複合シートに関するものである。
This invention relates to a waste treatment plant, an artificial reservoir, a river embankment, a roof of a reinforced concrete building,
A water barrier sheet for civil engineering construction that is laid to prevent water leakage in subway station buildings and underground buried objects, etc., and prevents the expansion of holes caused by contact with sharp objects during construction or use. The present invention relates to a self-healing composite sheet for water shielding that can automatically close holes.

【0002】[0002]

【従来の技術】上記の廃棄物処理場や鉄筋コンクリート
建築物の屋上等に漏水防止のために敷設される土木建築
用遮水シートとして、塩化ビニル系、ポリエチレン系、
合成ゴム系およびアスファルト系等の合成高分子材料か
らなるシートが多く採用されている。これらの合成高分
子材料からなる遮水シートは、いずれも100〜600
%の伸度を有し、金属系遮水シートに比して敷設面の凹
凸にフィットし易く、かつ外力による破損を軽減するこ
とができる反面、敷設面の岩石や砕石等の鋭角状物に接
した場合に裂傷を生じ易かった。
2. Description of the Related Art As a water-blocking sheet for civil engineering construction laid on the roof of a waste treatment plant or a reinforced concrete building to prevent water leakage, vinyl chloride type, polyethylene type,
Sheets made of synthetic polymer materials such as synthetic rubber and asphalt are often used. The water-blocking sheets made of these synthetic polymer materials are all 100 to 600
% Elongation, it is easier to fit irregularities on the laying surface than metal-based water impermeable sheets, and damage due to external force can be reduced, but on the laying surface such as rocks and crushed stones When contacted, it was easy to cause laceration.

【0003】この裂傷を防ぐため、上記の合成高分子材
料シートを織物または不織布等の繊維シートで補強した
複合シートも開発されているが、この複合シートは、引
張り伸度が20%以下であるため、合成高分子材料製遮
水シートに比して敷設面の凹凸にフィットし難く、特に
引張り力が働いた状態で鋭角物に当たった場合は、引裂
き破損が生じ易かった。
In order to prevent this laceration, a composite sheet in which the above synthetic polymer material sheet is reinforced with a fiber sheet such as a woven fabric or a non-woven fabric has been developed, but this composite sheet has a tensile elongation of 20% or less. Therefore, it is more difficult to fit the unevenness of the laying surface as compared with the water blocking sheet made of a synthetic polymer material, and tearing is likely to occur particularly when hitting an acute-angled object under a state where a tensile force is applied.

【0004】そこで、織物や不織布に比して伸度の大き
い編物を基布とした複合シートが開発されるようになっ
たが、この場合も敷設面の鋭角部または釘、ガラス、刃
物等の鋭利物品に接すると、その接触部に応力が集中し
て穴が開けられ、この穴から廃棄物中の汚染物質が水と
共に流れ出し、地下水や河川を汚染する原因となり、周
辺環境に大きな悪影響を与えるという問題があった。
Therefore, a composite sheet based on a knitted fabric having a higher elongation than a woven fabric or a non-woven fabric has been developed. In this case, too, an acute angle portion of the laying surface or nails, glass, blades, etc. are developed. When you contact a sharp object, stress concentrates on the contact area and a hole is made, and the pollutant in the waste flows out with the water from this hole, causing pollution of groundwater and rivers, which has a great adverse effect on the surrounding environment. There was a problem.

【0005】これらの問題を解決するため、吸水性樹脂
を配合したゴムからなる吸水性ゴムシートの表裏両面に
通常のゴムからなる遮水性の外面ゴムシートを積層する
ことが試みられたが、中間層の吸水性ゴムシートが加硫
されている場合は、該シートに穴が開いて水が洩れ始め
た際、完全に止水するまでに長時間を要する一方、中間
層の吸水性ゴムシートが未加硫の場合は、ゴム物性が低
いため、止水効果が持続しないという問題があった。
In order to solve these problems, it has been attempted to laminate water-permeable outer rubber sheets made of normal rubber on both the front and back sides of a water-absorbent rubber sheet made of rubber mixed with a water-absorbent resin. When the water-absorbent rubber sheet of the layer is vulcanized, it takes a long time to completely stop the water when a hole is opened in the sheet and water begins to leak, while the water-absorbent rubber sheet of the intermediate layer is In the case of unvulcanized, there was a problem that the water-stopping effect did not last because the physical properties of rubber were low.

【0006】[0006]

【発明が解決しようとする課題】この発明は、上記のよ
うな合成高分子材料からなる土木建築用遮水シートを改
良して該シートに、施工中および使用中に生じた穴の拡
大を防止する機能、および上記の穴を漏水との接触によ
りシート自体の吸水膨張性で自己修復する機能を付与す
ると共に、この自己修復による止水効果が短時間で完了
し、かつ長時間にわたって持続され、しかも敷設面の凹
凸に対するフィット性が良好であり、もって遮水用シー
トとしての信頼性を高めるものである。
DISCLOSURE OF THE INVENTION The present invention is an improvement of the water-impermeable sheet for civil engineering and construction, which is made of the synthetic polymer material as described above, and prevents expansion of holes formed in the sheet during construction and use. And the function of self-repairing due to the water-absorptive property of the sheet itself by contacting the hole with water leakage, and the water-stopping effect of this self-repairing is completed in a short time and is maintained for a long time, In addition, the fitting property to the unevenness of the laying surface is good, and thus the reliability as the water impermeable sheet is enhanced.

【0007】[0007]

【課題を解決するための手段】すなわち、この発明に係
る自己修復性遮水用複合シートは、水に浸漬したときの
飽和架橋度0.5×10-4〜3.8×10-4mol/ml、水
に浸漬10時間後の体積膨張率50〜10,000%、
水に浸漬10時間後の膨張圧1〜50kg/cm2の水架橋
性ゴムシートの表裏両面に通常のゴムまたは樹脂からな
る遮水性の外面シートが積層され、かつ繊維シートで補
強されており、全体の破断伸度が50%以上、引裂強度
が10kg/cm以上であることを特徴とする。
[Means for Solving the Problems] That is, the self-healing water-impermeable composite sheet according to the present invention has a degree of saturation crosslinking of 0.5 × 10 −4 to 3.8 × 10 −4 mol when immersed in water. / ml, volume expansion coefficient 50-10,000% after 10 hours immersion in water,
A water-blocking outer sheet made of ordinary rubber or resin is laminated on both front and back surfaces of a water-crosslinkable rubber sheet having an expansion pressure of 1 to 50 kg / cm 2 after 10 hours of immersion in water, and is reinforced with a fiber sheet, The breaking elongation of the whole is 50% or more, and the tear strength is 10 kg / cm or more.

【0008】この発明の水架橋性ゴムシートは、ゴムに
水架橋剤および吸水性材料を混合して得られた水架橋性
および高吸水性を併有するものであり、上記のゴムとし
ては、CSM、塩素化ポリエチレン、ハロゲン化II
R、ハロゲン化EPDMおよびマレイン酸等の反応基を
グラフトした各種の合成ゴムをそれぞれ単独で、または
混合して使用することができるが、特に臭素化IIRお
よび塩素化IIRは、未加硫時における強度、すなわち
グリーン強度に優れている点で好ましい。
The water-crosslinkable rubber sheet of the present invention has both water-crosslinkability and high water absorption obtained by mixing a rubber with a water-crosslinking agent and a water-absorbing material. The above-mentioned rubber is CSM. , Chlorinated polyethylene, halogenated II
Various synthetic rubbers grafted with reactive groups such as R, halogenated EPDM and maleic acid can be used alone or as a mixture, and especially brominated IIR and chlorinated IIR are It is preferable because it is excellent in strength, that is, green strength.

【0009】一方、吸水性材料としては、吸水性に優れ
たパルプ、ベントナイト、デンプン類、セルロース類な
どの天然材料、またはポリアクリル酸塩系、デンプン・
アクリル酸、酢ビ・アクリル酸共重合体、ポリエチレン
オキサイド系、イソブチレン・無水マレイン酸共重合
体、PVA・無水マレイン酸共重合体、アクリル酸塩・
アクリルアミド共重合体、CMC系等の高吸水性ポリマ
ー類がそれぞれ単独で、または併用して使用される。
On the other hand, examples of the water-absorbing material include natural materials such as pulp, bentonite, starches and celluloses having excellent water-absorbing ability, polyacrylic acid salts, starch
Acrylic acid, vinyl acetate / acrylic acid copolymer, polyethylene oxide, isobutylene / maleic anhydride copolymer, PVA / maleic anhydride copolymer, acrylate /
Super absorbent polymers such as acrylamide copolymer and CMC type are used alone or in combination.

【0010】そして、この発明では、上記の吸水性材料
と共に水架橋剤、例えばビニル系シラン、メタクリロキ
シ系シラン、エポキシ系シラン、アミノ系シラン、メル
カプト系シランおよびクロロプロピル系シラン等のシラ
ンカップリング剤が上記のゴムに添加される。換言すれ
ば、硫黄等の熱加硫剤は添加されず、未加硫の状態で用
いられ、水に接することにより架橋される。そして、こ
の吸水性を有する水架橋性ゴムがシート状に成形される
が、その厚みは0.5〜20mmが好ましい。
In the present invention, a water-crosslinking agent such as the above water-absorbing material, for example, a silane coupling agent such as vinyl silane, methacryloxy silane, epoxy silane, amino silane, mercapto silane and chloropropyl silane is used. Is added to the above rubber. In other words, a thermal vulcanizing agent such as sulfur is not added, but it is used in an unvulcanized state and crosslinked by contacting with water. The water-absorbing water-crosslinkable rubber is formed into a sheet, and the thickness thereof is preferably 0.5 to 20 mm.

【0011】上記水架橋性ゴムシートの表裏両面に積層
される外面シートは、遮水性を有し、かつ中間層の水架
橋性ゴムシートを保護するものであり、その弾性率は1
0〜500kg/cm2 が、また厚みは0.5〜20mmがそ
れぞれ好ましい。なお、この外面シートは、上記の水架
橋性ゴムシートに使用したゴムの外、PVC、高密度ポ
リエチレン、低密度ポリエチレン、架橋ポリエチレン、
塩素化ポリエチレン、EVAその他のオレフィン系樹脂
等で成形することができる。
The outer sheets laminated on both the front and back sides of the water-crosslinkable rubber sheet have water-blocking properties and protect the water-crosslinkable rubber sheet of the intermediate layer, and have an elastic modulus of 1
The thickness is preferably 0 to 500 kg / cm 2 , and the thickness is preferably 0.5 to 20 mm. In addition to the rubber used for the above water-crosslinkable rubber sheet, this outer sheet includes PVC, high density polyethylene, low density polyethylene, crosslinked polyethylene,
It can be molded from chlorinated polyethylene, EVA or other olefin resin.

【0012】上記の水架橋性ゴムシートおよび外面シー
トは、それぞれを単独でシート状に成形した後、未加硫
の状態で重ね、しかるのち熱圧着することにより外面シ
ートのみを加硫して一体化することができる。なお、水
架橋性ゴムシートおよび外面シートに同じゴムを使用す
る必要はなく、例えば、水架橋性ゴムシートに臭素化I
IRを使用し、外面シートにNBRやEPDMを、また
通常の樹脂を使用することができる。
The above-mentioned water-crosslinkable rubber sheet and outer sheet are individually molded into a sheet shape, then stacked in an unvulcanized state, and then thermocompression bonded to vulcanize only the outer sheet to form an integral body. Can be converted. Note that it is not necessary to use the same rubber for the water-crosslinkable rubber sheet and the outer surface sheet.
IR can be used, NBR or EPDM can be used for the outer sheet, and ordinary resin can be used.

【0013】この発明は、上記の水架橋性ゴムシートと
その表裏の外面シートとからなる積層シートを繊維シー
トで補強することにより、全体の破断伸度を50%以
上、引裂き強度を10kg/cm以上にしたものであるが、
上記の繊維シートとしては、伸度の点から編地が好まし
く、編地としては経編地よりも緯編地が好ましく、緯編
地の中では特に生産性の面から丸編地が好ましい。この
編地を構成する繊維は、天然繊維、半合成繊維、合成繊
維のいずれでもよいが、特にナイロンの捲縮加工糸が好
ましい。なお、上記の繊維シートは、外面シートの表面
に積層することができ、また外面シート中に埋設状に設
けることができ、また外面シートと水架橋性ゴムシート
との境界面に介在させることができ、また水架橋性ゴム
シート中に埋設状に設けることができる。
According to the present invention, a laminated sheet comprising the above water-crosslinkable rubber sheet and outer and outer sheets thereof is reinforced with a fibrous sheet so that the breaking elongation of the whole is 50% or more and the tear strength is 10 kg / cm. As mentioned above,
The fibrous sheet is preferably a knitted fabric from the viewpoint of elongation, a weft knitted fabric is preferable to the warp knitted fabric, and a circular knitted fabric is preferable among the weft knitted fabrics from the viewpoint of productivity. The fibers constituting this knitted fabric may be any of natural fibers, semi-synthetic fibers and synthetic fibers, but nylon crimped yarns are particularly preferable. The above fiber sheet can be laminated on the surface of the outer sheet, can be embedded in the outer sheet, and can be interposed at the boundary surface between the outer sheet and the water-crosslinkable rubber sheet. Alternatively, it can be embedded in a water-crosslinkable rubber sheet.

【0014】[0014]

【作用】この発明の自己修復性遮水用複合シートは、水
架橋性ゴムシートの表裏両面に遮水性の外面シートが積
層され、かつ繊維シートで補強されたものであるから、
従来の遮水シートと同様に廃棄物処理場その他の所望箇
所に漏水防止用として敷設し、その際に施工箇所の広さ
に応じて長さ方向および幅方向に接着剤等で適宜継ぎ足
し、所望の面積にして使用することができる。その場合
に、上記複合シートが繊維シートで補強され、その破断
伸度が50%以上、引裂強度が10kg/cm以上であるた
め、敷設面の凹凸にフィットし易く、しかも施工時の操
作による破損が防止され、かつ敷設面の岩石や砕石等の
鋭角状物に接した場合に破れ難く、さらに破損部分の拡
大が防止される。
The self-healing water-impermeable composite sheet of the present invention comprises a water-crosslinkable rubber sheet, a water-impervious outer sheet laminated on both front and back surfaces, and a fiber sheet reinforced,
Like the conventional water-blocking sheet, it is laid at the waste treatment plant and other desired places to prevent water leakage, and at that time, it is spliced with an adhesive or the like in the length direction and the width direction according to the size of the construction site. The area can be used. In that case, since the composite sheet is reinforced with a fiber sheet and has a breaking elongation of 50% or more and a tear strength of 10 kg / cm or more, it easily fits the unevenness of the laying surface and is damaged by an operation during construction. In addition, it is difficult to break when it comes into contact with an acute-angled object such as rock or crushed stone on the laying surface, and further expansion of the damaged part is prevented.

【0015】しかして、上記水架橋性ゴムシートの表裏
両面には通常のゴムまたは樹脂からなる遮水性の外面シ
ートが積層されているため、複合シートが破損されるま
での通常の条件下では、この外面シートによって水架橋
性ゴムシートが保護され、複合シート全体の遮水性が維
持される。そして、中間層に水架橋性ゴムシートを有す
るので、敷設面の凹凸や廃棄物中の鋭角物によって仮に
穴が開けられた場合には、この穴から浸入する水に水架
橋性ゴムシートが接することにより、水架橋性ゴムシー
トが膨張して穴を塞ぎ、水の浸入を防止する。すなわ
ち、水架橋性ゴムシート自体の自己修復力によって止水
される。しかも、この水架橋性ゴムシートは、水架橋性
を有するため、上記の穴を膨張で塞ぎながら架橋が進
み、そのため止水を短時間で完了させ、かつ止水完了後
に水に溶解することはなく、止水効果を持続させる。
However, since water-impervious outer sheets made of ordinary rubber or resin are laminated on both front and back surfaces of the water-crosslinkable rubber sheet, under normal conditions until the composite sheet is damaged, The water-crosslinkable rubber sheet is protected by this outer sheet, and the water impermeability of the entire composite sheet is maintained. Since the intermediate layer has a water-crosslinkable rubber sheet, if a hole is tentatively opened due to the unevenness of the laying surface or an acute-angled object in the waste, the water-crosslinkable rubber sheet comes into contact with the water entering through this hole. As a result, the water-crosslinkable rubber sheet expands to close the hole and prevent water from entering. That is, water is stopped by the self-repairing force of the water-crosslinkable rubber sheet itself. Moreover, since this water-crosslinkable rubber sheet has water-crosslinking properties, crosslinking proceeds while closing the above-mentioned holes by expansion, so that water-stopping can be completed in a short time, and it will not dissolve in water after completion of water-stopping. No, keep the water-stop effect.

【0016】ただし、複合シートの破断伸度が50%未
満の場合は、敷設面の凹凸で、また廃棄物処理場では廃
棄物の凹凸等で破損し易くなる。また、引裂強度が10
kg/cm未満の場合は、破損部分または穴が拡大する。そ
して、繊維シートとして編地、特に横編地を使用するこ
とにより、上記の破断伸度および引裂強度が容易に得ら
れ、更に丸編地を使用した場合は、生産性の面で有利で
ある。また、ナイロンの捲縮加工糸からなる編地を使用
することにより、伸度を一層向上させることができ、か
つ水架橋性ゴムシートや外面シートに対する接着性が良
好になる。そして、上記の編地を水架橋性ゴムシートの
中間に埋設状に設けた場合は複合シートに反りの発生お
よび表裏の区別が無くなって加工が容易であり、また水
架橋性ゴムシートと外面シートの境界面に介在させた場
合は工数が少なくなり、生産性の点で有利である。
However, when the breaking elongation of the composite sheet is less than 50%, the composite sheet is likely to be damaged due to the unevenness of the laying surface or the unevenness of the waste at the waste disposal site. The tear strength is 10
If it is less than kg / cm, the damaged part or hole will expand. Then, by using a knitted fabric as a fiber sheet, particularly a flat knitted fabric, the above-mentioned breaking elongation and tear strength can be easily obtained, and when a circular knitted fabric is used, it is advantageous in terms of productivity. . Further, by using the knitted fabric made of the crimped yarn of nylon, the elongation can be further improved, and the adhesiveness to the water-crosslinkable rubber sheet or the outer sheet is improved. When the above knitted fabric is embedded in the middle of the water-crosslinkable rubber sheet, the composite sheet is easy to process because warpage and front and back are not distinguished, and the water-crosslinkable rubber sheet and the outer sheet are also available. When it is provided on the boundary surface of, the number of steps is reduced, which is advantageous in terms of productivity.

【0017】しかして、水架橋性ゴムシートの飽和架橋
度(網目鎖強度)が0.5×10-4mol/ml未満の場合
は、穴を塞いだ後の緊張性が不足して止水性が低下し、
反対に3.8×10-4mol/mlを超えた場合は、製造工程
中が水架橋剤が反応して製造が困難になる。また、上記
水架橋性ゴムシートの水に浸漬10時間後の体積膨張率
が50%未満の場合は、目的の止水効果が得られず、反
対に10,000%を超えた場合は、製造時または敷設
後に水分の影響を受け易く、安定した修復機能の付与が
困難になる。また、傷穴からの水の浸入も過多となり、
新たな切り傷を招き易い。また、膨張圧が1kg/cm2
満の場合は、穴を遮蔽したときの緊張を保つことができ
ず、穴を補修した後の耐水圧が小さくて漏水し易く、反
対に50kg/cm2 を超えた場合は、吸水時に水膨張性シ
ート自体の膨張圧で複合シートを破損させたり、変形さ
せたりする結果になる。
However, when the saturated cross-linking degree (mesh chain strength) of the water-crosslinkable rubber sheet is less than 0.5 × 10 −4 mol / ml, the tenacity after closing the hole is insufficient and the water-stopping property is reduced. Is reduced,
On the other hand, when it exceeds 3.8 × 10 −4 mol / ml, the water crosslinking agent reacts during the production process, and the production becomes difficult. When the volume expansion coefficient of the water-crosslinkable rubber sheet after immersion in water for 10 hours is less than 50%, the desired water-stopping effect cannot be obtained, and when it exceeds 10,000%, the production is At the time of or after installation, it is easily affected by moisture, making it difficult to provide a stable repair function. Also, the infiltration of water from the scratches becomes excessive,
It is easy to cause new cuts. Also, if the inflation pressure is less than 1 kg / cm 2, can not be maintained tension when the shielding holes, easily leak a small water pressure resistance after repairing a hole, a 50 kg / cm 2 on the opposite If it exceeds, the expansion pressure of the water-expandable sheet itself may cause damage or deformation of the composite sheet when absorbing water.

【0018】[0018]

【実施例】図1に示すように、遮水性の外面シート1
1、種々の特性の中間ゴムシート12、繊維シート13
および上記同様の外面シート11が上から順に積層され
た遮水用複合シート10を製造した。上下の外面シート
11は、EPDMによって厚み0.7mm、弾性率30kg
/cm2 のシート状に成形した。また、中間ゴムシート1
2は、下記の表1の配合物をバンバリーミキサーで混練
りし、空冷した後、シート押出機を用いて厚み2mmのシ
ート状に成形し、水架橋剤の配合量のみが異なる試料番
号1〜5の中間ゴムシート12とした。
EXAMPLE As shown in FIG. 1, a water-blocking outer sheet 1
1. Intermediate rubber sheet 12 with various characteristics, fiber sheet 13
Then, a water-impervious composite sheet 10 in which outer sheets 11 similar to the above are laminated in order from the top is manufactured. Upper and lower outer sheets 11 have a thickness of 0.7 mm and an elastic modulus of 30 kg according to EPDM.
The sheet was molded into a sheet having a size of / cm 2 . Also, the intermediate rubber sheet 1
Sample Nos. 1 to 2 each having a composition of Table 1 below kneaded with a Banbury mixer, air-cooled, and then molded into a sheet having a thickness of 2 mm using a sheet extruder, and differing only in the amount of the water-crosslinking agent. 5 was used as the intermediate rubber sheet 12.

【0019】 表 1 JSR塩素化ブチルゴム1066 100部 カーボンHAF 50部 プロセスオイル 30部 パラフィン 2部 高吸水性樹脂 100部 水架橋剤 0〜20部 ただし、表1中の高吸水性樹脂は株式会社日本触媒製、
商品名「アクアリックCS−7S」であり、水架橋剤は
γ−メルカプトプロプルトリメトキシシラン(日本ユニ
カ社製、商品名「シランカップリングA−189」)で
ある。
Table 1 JSR chlorinated butyl rubber 1066 100 parts Carbon HAF 50 parts Process oil 30 parts Paraffin 2 parts Super absorbent resin 100 parts Water cross-linking agent 0-20 parts However, the super absorbent resin in Table 1 is Japan Co., Ltd. Made of catalyst,
The product name is "Aquaric CS-7S", and the water-crosslinking agent is γ-mercaptoproprtrimethoxysilane (manufactured by Nippon Unica Co., Ltd., product name "silane coupling A-189").

【0020】また、繊維シート13は、ナイロンの捲縮
加工糸(140デニール)からなる天竺組織の丸編地
(目付量270g/m2 、破断伸度180%)を使用し
た。そして、上記未加硫の外面シート11、未加硫の水
架橋性ゴムシート12、繊維シート13および未加硫の
外面シート11を重ね、10kg/cm2 の面圧を加えて1
80℃で15分間加熱し、外面シート11を加硫した。
As the fiber sheet 13, a circular knitted fabric having a plain weave structure (crimped amount 270 g / m 2 , break elongation 180%) made of nylon crimped yarn (140 denier) was used. Then, the unvulcanized outer surface sheet 11, the unvulcanized water-crosslinkable rubber sheet 12, the fiber sheet 13 and the unvulcanized outer surface sheet 11 are stacked to apply a surface pressure of 10 kg / cm 2 to 1
The outer sheet 11 was vulcanized by heating at 80 ° C. for 15 minutes.

【0021】一方、上記の水架橋性に代えて熱加硫性を
有する中間ゴムシート12を下記の表2の配合により厚
み2mmのシート状に成形し、これに上記同様に外面シー
ト11および繊維シート13を重ね、10kg/cm2 の面
圧を加えて180℃で15分間加熱し、中間ゴムシート
および外面シート11をそれぞれ加硫し、試料番号6の
複合シート10を得た。
On the other hand, an intermediate rubber sheet 12 having thermal vulcanizability instead of the above water-crosslinking property was formed into a sheet having a thickness of 2 mm by the composition shown in Table 2 below. The sheet 13 was stacked, a surface pressure of 10 kg / cm 2 was applied, and the sheet was heated at 180 ° C. for 15 minutes to vulcanize the intermediate rubber sheet and the outer sheet 11 to obtain a composite sheet 10 of sample number 6.

【0022】 表 2 JSR塩素化ブチルゴム1066 100部 カーボンHAF 50部 プロセスオイル 30部 パラフィン 2部 亜鉛華 5部 ステアリン酸 1部 TMTM 1.5部 MBTS 2部 イオウ 1部 高吸水性樹脂 100部 ただし、表2中の高吸水性樹脂は株式会社日本触媒製、
商品名「アクアリックCS−7S」であり、TMTMは
テトラメチルチララムモキスルフィド、MBTSは2メ
ルカプトベンゾチアゾールである。
Table 2 JSR chlorinated butyl rubber 1066 100 parts Carbon HAF 50 parts Process oil 30 parts Paraffin 2 parts Zinc white 5 parts Stearic acid 1 part TMTM 1.5 parts MBTS 2 parts Sulfur 1 part Super absorbent resin 100 parts However, The super absorbent polymer in Table 2 is manufactured by Nippon Shokubai Co., Ltd.
The trade name is "Aqualic CS-7S", TMTM is tetramethyl tilarammoxy sulfide, and MBTS is 2 mercaptobenzothiazole.

【0023】上記のようにして中間ゴムシート12の組
成のみが異なる6種類の遮水性複合シート10について
物性テストを行った。その結果を下記の表3に示す。た
だし、表中の破断伸度および引裂強度は複合シート10
の測定値である。また、体積膨張率は、中間ゴムシート
12の試験片(厚み2mm、直径50mm)を常温の水道水
に浸漬し、10時間後の測定値から算出した。また、膨
張圧は、上記中間ゴムシート12の試験片を同様に水道
水に浸漬し、押さえ板を介してロードセルに加わる圧力
の経時変化を記録し、10時間後の数値をもって膨張圧
とした。ただし、試料番号1の体積膨張率および膨張圧
は、溶解により測定不能であった。また、中間ゴムシー
ト12の飽和架橋度(網目鎖濃度)は、70℃の水に試
験片を浸漬し、24時間後に取出し、100℃で乾燥
し、24時間後にJIS K6301に準じて引張り試
験(引張り速度20mm/分)を行い、得られた引張り応
力を使用して常法に従って測定した。
As described above, the physical properties of six types of water-permeable composite sheets 10 having different compositions of the intermediate rubber sheet 12 were tested. The results are shown in Table 3 below. However, the breaking elongation and the tear strength in the table are the composite sheet 10
Is the measured value of. Further, the volume expansion coefficient was calculated from the measured value after immersing the test piece (thickness: 2 mm, diameter: 50 mm) of the intermediate rubber sheet 12 in tap water at room temperature for 10 hours. The expansion pressure was determined by immersing the test piece of the intermediate rubber sheet 12 in tap water, recording the time-dependent change in the pressure applied to the load cell via the pressing plate, and measuring the value after 10 hours as the expansion pressure. However, the volume expansion coefficient and expansion pressure of Sample No. 1 could not be measured due to dissolution. Further, the saturated cross-linking degree (mesh chain concentration) of the intermediate rubber sheet 12 is obtained by immersing the test piece in water at 70 ° C., taking out after 24 hours, drying at 100 ° C., and after 24 hours according to JIS K6301 tensile test ( A pulling speed of 20 mm / min) was performed, and the obtained tensile stress was used for measurement according to a conventional method.

【0024】 表 3 試料番号 1 2 3 4 5 6 水架橋剤添加量(部) 0 5 10 15 20 S加硫 破断伸度(%) 128 126 125 124 126 125 引裂強度(kg/cm) 34 35 37 33 36 35 体積膨張率(%) − 1030 810 590 470 480 膨張圧(kg/cm2 ) − 8 13 15 16 16 網目鎖濃度(×10-4) − 0.5 2.0 3.6 4.0 −Table 3 Sample No. 1 2 3 4 5 6 Amount of water crosslinking agent added (part) 0 5 10 15 20 S vulcanization Elongation at break (%) 128 126 125 124 126 125 Tear strength (kg / cm) 34 35 37 33 36 35 Volume expansion rate (%) − 1030 810 590 470 480 Expansion pressure (kg / cm 2 ) − 8 13 15 16 16 Network chain concentration (× 10 −4 ) − 0.5 2.0 3.6 4.0 −

【0025】次に、上記各種の複合シート10から直径
260mmの円板を切り取って試験片とし、その周縁内側
の直径220mmの円に沿って6個のボルト孔(直径1
8.6mm)を等間隔に開け、該試験片10a(図2参
照)に14メッシュの金網15を重ねて試験台16上に
押さえリング17、ボルト18およびナット19で固定
し、試験台16の中央に設けた孔に給水パイプ20を接
続した。そして、上記の試験片10aに金網15の上か
ら釘(直径2.5mm、長さ14.4mm)21を突き刺
し、その状態で上記の給水パイプ20から圧力3kg/cm
2 の高圧水を供給して試験片10aと試験台16との間
に送入し、15分後に上記の釘21を抜き取り、更に1
5分後、3時間後および1か月後の各水洩れ状態を試験
した。この釘を抜き取ってから15分後、3時間後およ
び1か月後の水洩れ状態を下記の表4に記載した。ただ
し、完全に止水したものを〇で、水がにじみ出る程度の
ものを△で、また全く止水されないものを×で示した。
Next, a disc having a diameter of 260 mm was cut out from each of the above-mentioned various composite sheets 10 to obtain a test piece, and six bolt holes (diameter: 1) were formed along a circle having a diameter of 220 mm inside the peripheral edge thereof.
8.6 mm) at equal intervals, a 14-mesh wire net 15 is superposed on the test piece 10a (see FIG. 2) and fixed on the test stand 16 with a pressing ring 17, bolts 18 and nuts 19. The water supply pipe 20 was connected to the hole provided in the center. Then, a nail (diameter 2.5 mm, length 14.4 mm) 21 is pierced on the test piece 10a from above the wire net 15, and in that state, a pressure of 3 kg / cm is applied from the water supply pipe 20.
The high pressure water of 2 was supplied to the space between the test piece 10a and the test stand 16 and 15 minutes later, the nail 21 was pulled out, and
Each water leak condition was tested after 5 minutes, 3 hours and 1 month. The water leakage state 15 minutes, 3 hours, and 1 month after the nail was pulled out is shown in Table 4 below. However, ◯ indicates that the water was completely stopped, Δ indicates that the water oozes out, and x indicates that the water did not stop at all.

【0026】 表 4 試料番号 1 2 3 4 5 6 15分後の水洩れ状態 △ △ △ △ − × 3時間後の水洩れ状態 〇 〇 〇 〇 − 〇 1か月後の水洩れ状態 × 〇 〇 〇 − 〇Table 4 Sample No. 1 2 3 4 5 6 Water leak state after 15 minutes △ △ △ △ − × Water leak state after 3 hours 〇 〇 〇 〇 − 〇 Water leak state after 1 month × 〇 〇 〇 − 〇

【0027】上記の表3、4から明らかなとおり、この
発明の実施例である試料番号2〜4は、いずれも釘を抜
いて15分後には、水がにじみ出る程度に止水され、し
かも1か月後においても止水が完全に持続されていた。
これに対し、水架橋剤が添加されない試料番号1は、止
水の持続性が低く、1か月後には全く止水されなくなっ
た。また、水架橋剤の添加量が過大な試料番号5は、加
工中に水架橋が始まり、加工が不可能であった。また、
中間ゴムシートをS加硫した試料番号6は、釘を抜いた
直後の止水性が不良であった。
As is clear from Tables 3 and 4 above, in Sample Nos. 2 to 4 which are examples of the present invention, 15 minutes after pulling out the nails, the water was stopped to such an extent that the water oozes out. The water was completely stopped even after a month.
On the other hand, Sample No. 1 to which the water-crosslinking agent was not added had a low water-stopping property and did not stop at all after 1 month. Further, in Sample No. 5 in which the amount of the water-crosslinking agent added was too large, the water-crosslinking started during the processing and the processing was impossible. Also,
Sample No. 6 in which the intermediate rubber sheet was S-vulcanized had a poor water-stopping property immediately after the nail was pulled out.

【0028】[0028]

【発明の効果】この発明に係る自己修復性遮水用複合シ
ートは、上記のとおり、水に浸漬したときの飽和架橋度
が0.5×10-4〜3.8×10-4mol/ml、水に浸漬1
0時間後の体積膨張率が50〜10,000%、水に浸
漬10時間後の膨張圧が1〜50kg/cm2 の水架橋性ゴ
ムシートの表裏両面に通常のゴムまたは樹脂からなる遮
水性の外面シートが積層され、かつ繊維シートで補強さ
れており、全体の破断伸度が50%以上、引裂強度が1
0kg/cm以上のものであるから、廃棄物処理場等におけ
る漏水防止のための土木建築用遮水シートとして使用す
ることができ、その際に敷設面の凹凸に対するフィット
性が良好であり、かつ施工中および使用中に生じた穴の
拡大を防止し、孔が生じた際には漏水との接触によりシ
ート自体の吸水膨張性で上記の穴を自己修復することが
でき、しかも中間層が水架橋性のゴムシートであるた
め、完全に止水するまでの所要時間が短く、かつ止水効
果が持続し、そのため遮水用シートとしての信頼性が向
上する。
As described above, the self-healing composite sheet for water blocking according to the present invention has a saturation crosslinking degree of 0.5 × 10 −4 to 3.8 × 10 −4 mol / when immersed in water. ml, soaked in water 1
Water-blocking property of ordinary rubber or resin on both front and back surfaces of a water-crosslinkable rubber sheet having a volume expansion coefficient of 50 to 10,000% after 0 hours and an expansion pressure of 1 to 50 kg / cm 2 after immersion in water for 1 hour. The outer sheets are laminated and reinforced with fibrous sheets, and the total breaking elongation is 50% or more and the tear strength is 1
Since it is 0 kg / cm or more, it can be used as a waterproof sheet for civil engineering and construction to prevent water leakage in waste treatment plants, etc., and at that time it has a good fit to the unevenness of the laying surface, and It is possible to prevent the holes from expanding during construction and use, and when the holes do occur, the above-mentioned holes can be self-repaired by the water-swelling expansion of the sheet itself due to contact with water leakage, and the intermediate layer is water-repellent. Since it is a crosslinkable rubber sheet, the time required to completely stop the water is short, and the water stopping effect is sustained, so that the reliability of the water blocking sheet is improved.

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

【図1】実施例の断面図である。FIG. 1 is a sectional view of an example.

【図2】水洩れ試験装置の断面図である。FIG. 2 is a cross-sectional view of a water leak test device.

【符号の説明】[Explanation of symbols]

10:自己修復性遮水用複合シート 10a:試験片 11:外面シート 12:中間ゴムシート(水架橋性ゴムシート) 13:繊維シート 15:金網 16:試験台 17:押さえリング 20:給水パイプ 21:釘 10: Self-healing water-proof composite sheet 10a: Test piece 11: External sheet 12: Intermediate rubber sheet (water-crosslinkable rubber sheet) 13: Fiber sheet 15: Wire mesh 16: Test stand 17: Pressing ring 20: Water supply pipe 21 :nail

フロントページの続き (72)発明者 三宅 徹男 三重県津市観音寺町255呉羽ゴム工業株式 会社津工場内 (72)発明者 余川 彬夫 三重県津市観音寺町255呉羽ゴム工業株式 会社津工場内(72) Inventor Tetsuo Miyake 255 Kannonji-cho, Tsu City, Mie Prefecture Kureha Rubber Industry Co., Ltd.Tsu factory (72) Inventor Akio Yokawa 255 Kanonji-cho, Tsu City, Mie Prefecture Kureha Rubber Industry Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 水に浸漬したときの飽和架橋度が0.5
×10-4〜3.8×10-4mol/ml、水に浸漬10時間後
の体積膨張率が50〜10,000%、水に浸漬10時
間後の膨張圧が1〜50kg/cm2 の水架橋性ゴムシート
の表裏両面に通常のゴムまたは樹脂からなる遮水性の外
面シートが積層され、かつ繊維シートで補強されてお
り、全体の破断伸度が50%以上、引裂強度が10kg/
cm以上であることを特徴とする自己修復性遮水用複合シ
ート。
1. The degree of saturation crosslinking when immersed in water is 0.5.
× 10 −4 to 3.8 × 10 −4 mol / ml, the volume expansion coefficient after 10 hours immersion in water is 50 to 10,000%, and the expansion pressure after 10 hours immersion in water is 1 to 50 kg / cm 2. A water-blocking outer sheet made of ordinary rubber or resin is laminated on both the front and back sides of the water-crosslinkable rubber sheet and is reinforced with a fiber sheet, and the total elongation at break is 50% or more and the tear strength is 10 kg /
A self-healing composite sheet for water shielding, which is characterized by being cm or more.
JP5100525A 1993-04-02 1993-04-02 Self-healing water-blocking composite sheet Expired - Lifetime JP2714921B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5100525A JP2714921B2 (en) 1993-04-02 1993-04-02 Self-healing water-blocking composite sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5100525A JP2714921B2 (en) 1993-04-02 1993-04-02 Self-healing water-blocking composite sheet

Publications (2)

Publication Number Publication Date
JPH06286062A true JPH06286062A (en) 1994-10-11
JP2714921B2 JP2714921B2 (en) 1998-02-16

Family

ID=14276381

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5100525A Expired - Lifetime JP2714921B2 (en) 1993-04-02 1993-04-02 Self-healing water-blocking composite sheet

Country Status (1)

Country Link
JP (1) JP2714921B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009142774A (en) * 2007-12-17 2009-07-02 Asahi Kasei Chemicals Corp Waste covering method
KR101380665B1 (en) * 2014-01-13 2014-04-10 주식회사 이파엘지종합특수방수 Structure for waterproof sheet and method using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009142774A (en) * 2007-12-17 2009-07-02 Asahi Kasei Chemicals Corp Waste covering method
KR101380665B1 (en) * 2014-01-13 2014-04-10 주식회사 이파엘지종합특수방수 Structure for waterproof sheet and method using the same

Also Published As

Publication number Publication date
JP2714921B2 (en) 1998-02-16

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