JPH029638B2 - - Google Patents
Info
- Publication number
- JPH029638B2 JPH029638B2 JP13523782A JP13523782A JPH029638B2 JP H029638 B2 JPH029638 B2 JP H029638B2 JP 13523782 A JP13523782 A JP 13523782A JP 13523782 A JP13523782 A JP 13523782A JP H029638 B2 JPH029638 B2 JP H029638B2
- Authority
- JP
- Japan
- Prior art keywords
- rubber
- asphalt
- water
- waterproof
- sheet
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 239000010426 asphalt Substances 0.000 claims description 55
- 239000000839 emulsion Substances 0.000 claims description 40
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 34
- 238000004078 waterproofing Methods 0.000 claims description 30
- 239000011396 hydraulic cement Substances 0.000 claims description 23
- 239000000203 mixture Substances 0.000 claims description 23
- 239000000843 powder Substances 0.000 claims description 21
- 238000000034 method Methods 0.000 claims description 18
- 239000007787 solid Substances 0.000 claims description 12
- 238000002156 mixing Methods 0.000 claims description 4
- 239000010410 layer Substances 0.000 description 19
- 239000000853 adhesive Substances 0.000 description 13
- 230000001070 adhesive effect Effects 0.000 description 13
- 239000004568 cement Substances 0.000 description 11
- 238000010276 construction Methods 0.000 description 11
- 229920001971 elastomer Polymers 0.000 description 10
- 239000005060 rubber Substances 0.000 description 10
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 9
- 239000012774 insulation material Substances 0.000 description 7
- 239000004636 vulcanized rubber Substances 0.000 description 5
- 239000011398 Portland cement Substances 0.000 description 4
- 239000006260 foam Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 239000003973 paint Substances 0.000 description 4
- -1 polyethylene Polymers 0.000 description 4
- 229920005989 resin Polymers 0.000 description 4
- 239000011347 resin Substances 0.000 description 4
- 229920003048 styrene butadiene rubber Polymers 0.000 description 4
- 239000000758 substrate Substances 0.000 description 4
- 230000005856 abnormality Effects 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 239000011810 insulating material Substances 0.000 description 3
- 239000003960 organic solvent Substances 0.000 description 3
- 230000008439 repair process Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 239000000377 silicon dioxide Substances 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 229920003051 synthetic elastomer Polymers 0.000 description 3
- 229920002803 thermoplastic polyurethane Polymers 0.000 description 3
- 230000037303 wrinkles Effects 0.000 description 3
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 2
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 2
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 2
- 239000012615 aggregate Substances 0.000 description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 2
- 150000001768 cations Chemical class 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 229920001577 copolymer Polymers 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 239000005038 ethylene vinyl acetate Substances 0.000 description 2
- 229910001653 ettringite Inorganic materials 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 239000002562 thickening agent Substances 0.000 description 2
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 239000005977 Ethylene Substances 0.000 description 1
- 244000043261 Hevea brasiliensis Species 0.000 description 1
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 1
- 239000004164 Wax ester Substances 0.000 description 1
- 229920000800 acrylic rubber Polymers 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 125000000129 anionic group Chemical group 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 229920005549 butyl rubber Polymers 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 125000002091 cationic group Chemical group 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 229910052570 clay Inorganic materials 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 239000004815 dispersion polymer Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003995 emulsifying agent Substances 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000010445 mica Substances 0.000 description 1
- 229910052618 mica group Inorganic materials 0.000 description 1
- 239000011812 mixed powder Substances 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- 235000019645 odor Nutrition 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 229920000058 polyacrylate Polymers 0.000 description 1
- 229920002857 polybutadiene Polymers 0.000 description 1
- 239000011414 polymer cement Substances 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000011387 rubberized asphalt concrete Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 150000003440 styrenes Chemical class 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
- 239000000454 talc Substances 0.000 description 1
- 229910052623 talc Inorganic materials 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Sealing Material Composition (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Adhesives Or Adhesive Processes (AREA)
Description
【発明の詳細な説明】
本発明は水性ゴム−アスフアルトエマルジヨン
と水硬性セメントとの混合物を使用する土木、建
築用の新規なシート防水工法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a novel sheet waterproofing method for civil engineering and construction using a mixture of water-based rubber-asphalt emulsion and hydraulic cement.
従来、土木、建築等防水工法として、加熱溶融
したアスフアルトでアスフアルトフエルトまたは
アスフアルト−フイングを重ね貼りをする、いわ
ゆる熱アスフアルト工法が大勢を占めている。熱
アスフアルト工法は多年の施工実績があり、信頼
性のある防水層を形成できる反面、アスフアルト
の加熱溶融による火災発生の危険性、臭気の発生
による環境汚染、高熱作業による作業者の労働安
全性および施工タイミングの熟練度の必要性など
のため常温で簡便に行える防水工法が要望されて
きた。そこで常温防水工法としてシート防水工
法、塗膜防水工法がその代表的なものであるが、
いずれも防水層が薄く、しかも多層化し難いので
防水信頼性の面で熱アスフアルト防水工法に比べ
劣つている。 BACKGROUND ART Conventionally, the so-called hot asphalt method, in which asphalt felt or asphalt fings are laminated using heated and melted asphalt, has been the most popular waterproofing method for civil engineering and construction. The thermal asphalt construction method has many years of experience in construction and can form a reliable waterproof layer, but on the other hand, there is a risk of fire outbreaks due to heating and melting of the asphalt, environmental pollution due to the generation of odors, occupational safety of workers due to high-temperature work, and Due to the need for skill in construction timing, there has been a demand for a waterproofing method that can be easily performed at room temperature. The typical room-temperature waterproofing methods are the sheet waterproofing method and the paint film waterproofing method.
In both cases, the waterproof layer is thin and it is difficult to make multiple layers, so they are inferior to the thermal asphalt waterproofing method in terms of waterproofing reliability.
現在のシート防水工法にあつては防水シート層
の厚みが0.8〜2.0mmと薄いので、下地の表面精度
の良否は防水層としての耐久性に対して大きな影
響を与える。下地が平滑でないと、プライマーの
浸透性にむらが生じるとともに、接着剤の塗布量
にもばらつきが生じ、防水シートの下地への全面
接着効果を減退させ、防水シートのはく離やふく
れの原因となり、防水性能を弱め漏水事故とな
る。また下地にこてむらや突起があると、それが
たとえ小さくても、防水シートを局部的に伸張さ
せ、オゾン劣化や紫外線劣化を促進させるおそれ
がある。一般に切欠き部分に応力集中が起こりや
すいので、下地の突起部分や陥没部分によつて防
水シートに傷が生じ、その部分から破断するおそ
れがあるので、防水下地が、コンクリート、モル
タルの場合は、金ごてによるじか仕上法で十分平
滑に仕上げなければならないし、段差が生じたと
きはサンダ−がけ、凹部はポリマーセメントなど
を用いて平滑に仕上げるようにして、下地の凸凹
によつて防水シートが破断しないようにしなけれ
ばならない。 In the current sheet waterproofing method, the thickness of the waterproof sheet layer is as thin as 0.8 to 2.0 mm, so the surface precision of the base has a large effect on the durability of the waterproof layer. If the base is not smooth, the permeability of the primer will be uneven, and the amount of adhesive applied will also be uneven, which will reduce the effectiveness of the waterproof sheet's overall adhesion to the base, and cause the waterproof sheet to peel or blister. This weakens the waterproof performance and causes water leakage accidents. Furthermore, if there are any irregularities or protrusions on the base, even if they are small, there is a risk that the waterproof sheet will be locally stretched, accelerating ozone deterioration and ultraviolet deterioration. In general, stress concentration tends to occur in the cutout areas, so there is a risk that the waterproof sheet will be damaged by protrusions or depressions in the base and break from those areas.If the waterproof base is concrete or mortar, It must be finished sufficiently smooth by direct finishing with a metal trowel, and if there are any unevenness, it must be sanded, and concave areas should be smoothed using polymer cement, etc., and the unevenness of the base will make it waterproof. It must be ensured that the sheet does not break.
防水シートの上に断熱材を貼り付ける場合、断
熱材によつては有機溶剤系接着剤は使用不可能で
あり、断熱材貼り付け後、降雨による断熱材と防
水シートの間に水が入らないようにするのは難し
い。シート防水の場合、接着剤に有機溶剤系接着
剤を使用することが多いため、接着剤の乾燥を適
正にする必要があり、また有機溶剤による安全衛
生上の点でも問題があり、室内および地下構築物
等の換気不充分となるおそれのある個所では使用
できない。この欠点を改善するため接着剤として
水溶性樹脂エマルジヨン、エポキシ樹脂系、ウレ
タン樹脂系等があるが、水溶性樹脂エマルジヨン
は乾燥を必要とするため、湿度の高い個所では接
着力が弱く、エポキシ樹脂系においては伸率が小
さく、ウレタン樹脂系は耐水接着力に難点があ
り、両方とも高価である。 When pasting insulation material on top of a tarpaulin sheet, organic solvent-based adhesives cannot be used depending on the insulation material, and after pasting the insulation material, water from rain will not get between the insulation material and the tarpaulin sheet. It's difficult to do so. In the case of sheet waterproofing, organic solvent-based adhesives are often used as adhesives, so it is necessary to dry the adhesive properly, and there are also health and safety problems due to organic solvents, so it is difficult to use indoors or underground. It cannot be used in places where there is a risk of insufficient ventilation, such as in structures. Water-soluble resin emulsions, epoxy resins, urethane resins, etc. are available as adhesives to improve this drawback, but since water-soluble resin emulsions require drying, their adhesive strength is weak in humid areas, and epoxy resins The elongation rate is low in the urethane resin type, and the urethane resin type has difficulty in water-resistant adhesive strength, and both are expensive.
さらに現在防水シート用に使用されている接着
剤は防水性能に乏しいので、防水シートの破断時
および防水シートの端末部あるいは防水シート同
士の貼り合せ部において、わずかなはく離によつ
ても漏水につながるおそれがある。 Furthermore, since the adhesives currently used for tarpaulin sheets have poor waterproof performance, even slight peeling when the tarpaulin breaks, at the ends of the tarpaulin sheets, or at the joints of tarpaulin sheets can lead to water leakage. There is a risk.
本発明は叙上の欠点を改善するもので、シート
防水工法において水性ゴム−アスフアルトエマル
ジヨンと水硬性セメント粉末との混合物を、不陸
調整(下地処理)材、接着剤、防水材として防水
シートを貼り付けることにより、水性ゴム−アス
フアルトエマルジヨンは水硬性セメント粉末によ
つてエマルジヨン破壊と共に化学的、物理的な脱
水作用を受け、蒸発によることなく、急速に皮膜
を形成し、かつゴム−アスフアルトエマルジヨン
形成皮膜は水硬性セメント粉末の作用で補強さ
れ、皮膜強度および下地と防水シートの接着力を
向上させると共に、防水材としての性能も具備し
ているので、より信頼性の高いシート防水ができ
ることを見出し本発明に到達した。 The present invention aims to improve the above-mentioned drawbacks, and uses a mixture of water-based rubber-asphalt emulsion and hydraulic cement powder as an unevenness adjustment material (surface treatment) material, an adhesive, and a waterproofing material in a sheet waterproofing method. By pasting the water-based rubber-asphalt emulsion, the hydraulic cement powder destroys the emulsion and undergoes chemical and physical dehydration, rapidly forming a film without evaporation, and causing the rubber-asphalt emulsion to The emulsion-forming film is reinforced by the action of hydraulic cement powder, improving the film strength and adhesion between the base and waterproof sheet, and also has the performance as a waterproofing material, resulting in more reliable sheet waterproofing. We have discovered what can be done and arrived at the present invention.
すなわち本発明工法は防水下地に防水シートを
水性ゴム−アスフアルトエマルジヨンと水硬性セ
メント粉末との混合物により貼り付けるシート防
水工法を提供するものである。 That is, the method of the present invention provides a sheet waterproofing method in which a waterproof sheet is attached to a waterproof base using a mixture of water-based rubber-asphalt emulsion and hydraulic cement powder.
以下に本発明を詳細に説明する。 The present invention will be explained in detail below.
本発明に用いる水性ゴム−アスフアルトエマル
ジヨンはアニオン性、カチオン性、ノニオン性の
いずれでもよいが、水硬性セメント粉末と混合
し、その混合物を塗工して防水シートを貼り付け
る作業を行なうのに充分なエマルジヨン安定性を
持つ必要がある。エマルジヨン中に含まれるゴム
−アスフアルトエマルジヨン固形分量は50重量%
以上であることが好ましい。固形分がこれより低
いと、一度で塗工できるゴム.アスフアルト形成
層の厚さを充分に保つことができず、また、ゴム
−アスフアルトエマルジヨンを短期間に脱水硬化
せしめるのに必要な、水硬性セメント粉末の使用
割合が増加し、形成皮膜がもろくなり、水密性を
保てなくなる。 The water-based rubber-asphalt emulsion used in the present invention may be anionic, cationic, or nonionic, but it is suitable for mixing with hydraulic cement powder and applying the mixture to attach a waterproof sheet. It is necessary to have sufficient emulsion stability. The solid content of the rubber-asphalt emulsion contained in the emulsion is 50% by weight.
It is preferable that it is above. If the solids content is lower than this, the rubber can be coated in one go. It is not possible to maintain a sufficient thickness of the asphalt forming layer, and the ratio of hydraulic cement powder required to dehydrate and harden the rubber-asphalt emulsion in a short period of time increases, making the formed film brittle. , watertightness cannot be maintained.
ゴム−アスフアルト中のゴムとしては天然ゴ
ム、スチレン−ブタジエン共重合ゴム、ブチルゴ
ム、ポリブタジエンゴム、クロロプレンゴム、ア
クリルゴム、エチレン酢酸ビニル共重合体などが
あるが、スチレン−ブタジエン共重合ゴムまたは
カルボキシ変性スチレン−ブタジエン共重合体を
主成分とすることが、ゴム−アスフアルト固体層
として性能的にも、経済的にも優れていて好まし
い。 Rubbers in asphalt include natural rubber, styrene-butadiene copolymer rubber, butyl rubber, polybutadiene rubber, chloroprene rubber, acrylic rubber, ethylene-vinyl acetate copolymer, and styrene-butadiene copolymer rubber or carboxy-modified styrene. It is preferable to use a rubber-asphalt solid layer containing a -butadiene copolymer as the main component since it is excellent in terms of performance and economy.
ゴム−アスフアルト中のアスフアルトとして
は、天然アスフアルト、ストレートアスフアル
ト、ブローンアスフアルトなどがあり、そのいず
れも使用し得る。水性ゴム−アスフアルトエマル
ジヨンを作成するに当つては、乳化剤、安定剤を
使用し、ゴムとアスフアルトの固形分の合計がエ
マルジヨン中に50重量%以上になるように両者間
で調整する。ゴム−アスフアルト中のゴム含有量
は、特に制限されるものではないが、ゴム−アス
フアルトの全固形分に対して5〜50重量%が性能
的に最も好ましい。 The asphalt in the rubber-asphalt includes natural asphalt, straight asphalt, blown asphalt, and the like, any of which can be used. When preparing an aqueous rubber-asphalt emulsion, an emulsifier and a stabilizer are used, and the total solid content of rubber and asphalt is adjusted to 50% by weight or more in the emulsion. The rubber content in the rubber-asphalt is not particularly limited, but is most preferably 5 to 50% by weight based on the total solid content of the rubber-asphalt.
本発明に使用される水硬性セメント粉末として
は、水硬反応終結時により多くのエトリンジヤイ
ト生成物を生じるようなセメントクリンカ−およ
び普通ポルトランドセメント、早強ポルトランド
セメント、超早強ポルトランドセメント、中庸熱
ポルトランドセメント、ジエツトセメント、高炉
セメント、シリカセメント、フライアツシユセメ
ント、アルミナセメントなどが好ましい。水硬性
セメント粉末は、水性ゴム−アスフアルトエマル
ジヨンと混合し、ゴム−アスフアルトエマルジヨ
ンを硬化させるに当つて、水性ゴム−アスフアル
トエマルジヨンに均一に分散すること、その混合
物を塗工貼り付け作業中に流動性を保ち、かつ防
水シート貼り付け後は、できるだけ早くこの混合
物を凝結させる性能が要求される。これらの要求
性能を達成させるには、水急硬性が強く、水に分
散した直後は、凝結しないように調整された水硬
性セメント粉体、例えば水硬反応終結時により多
くのエトリンジヤイト生成物を生じるような、化
学成分としてAl2O3およびSO3を各々10重量%以
上含むセメントクリンカーが好ましい。 Hydraulic cement powders used in the present invention include cement clinkers that produce more ettringite products at the end of the hydraulic reaction, ordinary Portland cement, early strength Portland cement, ultra early strength Portland cement, moderate heat Portland cement. Preferable examples include jet cement, blast furnace cement, silica cement, fly ash cement, and alumina cement. The hydraulic cement powder is mixed with the water-based rubber-asphalt emulsion, and when the rubber-asphalt emulsion is cured, it must be uniformly dispersed in the water-based rubber-asphalt emulsion, and the mixture must be applied during the coating and pasting process. The ability to maintain fluidity and to solidify this mixture as quickly as possible after pasting the tarpaulin sheet is required. In order to achieve these required performances, it is necessary to use a hydraulic cement powder that has strong water hardness and is adjusted so that it does not set immediately after being dispersed in water, such as a powder that produces more ettringite products at the end of the hydraulic reaction. A cement clinker containing 10% by weight or more of each of Al 2 O 3 and SO 3 as chemical components is preferable.
本発明において使用される防水シートには加硫
ゴム系シート、非加硫ゴム系シート、塩化ビニル
系シート、エチレン樹脂系シート、ゴム化アスフ
アルト系シートなどがあり、そのいずれも使用し
得る。また使用される断熱材としてポリエチレン
フオーム、ポリスチレンフオーム、ウレタンフオ
ーム、塩ビフオームなどがあり、これらの断熱材
の選定に当つては、断熱特性、透湿抵抗と共に加
工法、寸法、安定性の良さなどの諸点から適当な
仕様のものを選ぶ必要がある。 Waterproof sheets used in the present invention include vulcanized rubber sheets, non-vulcanized rubber sheets, vinyl chloride sheets, ethylene resin sheets, and rubberized asphalt sheets, any of which may be used. Insulating materials used include polyethylene foam, polystyrene foam, urethane foam, and vinyl chloride foam.When selecting these insulating materials, consider the heat insulating properties, moisture permeation resistance, processing method, dimensions, stability, etc. It is necessary to select one with appropriate specifications from the following points.
本発明工法を実施するに際しては、下地の状況
に応じてポリマーデイスパージヨン、アスフアル
ト乳剤などをプライマーとして、先ず下地に塗布
する。水性ゴム−アスフアルトエマルジヨンに水
硬性セメント粉末を添加し、充分な撹拌能力のあ
る電動式撹拌機でよく撹拌する。水性ゴム−アス
フアルトエマルジヨンと水硬性セメント粉末との
混合割合は重要であり、硬化性と共に硬化皮膜の
両者から決定される。水性ゴム−アスフアルトエ
マルジヨンのゴム−アスフアルト固形分と水硬性
セメント粉末の混合割合は重量比で1:2〜1:
0.3が適当である。水硬性セメントの割合が上記
範囲より多過ぎると、形成皮膜のクラツク発生の
危険性、低温伸びの低下などで接着力および防水
性能の低下を来たす。また水硬性セメントの割合
が上記範囲より少な過ぎるとゴム−アスフアルト
エマルジヨンの凝結が遅くなり、遊離水がなかな
か除去されない。 When carrying out the method of the present invention, a primer such as polymer dispersion or asphalt emulsion is first applied to the substrate depending on the condition of the substrate. Add hydraulic cement powder to the water-based rubber-asphalt emulsion and stir well using an electric stirrer with sufficient stirring capacity. The mixing ratio of the water-based rubber-asphalt emulsion and the hydraulic cement powder is important and is determined by both the curability and the hardened film. The mixing ratio of rubber-asphalt solids and hydraulic cement powder in the aqueous rubber-asphalt emulsion is 1:2 to 1:1 by weight.
0.3 is appropriate. If the proportion of hydraulic cement is too much than the above range, there is a risk of cracks in the formed film and a decrease in low-temperature elongation, resulting in a decrease in adhesive strength and waterproof performance. Furthermore, if the proportion of hydraulic cement is too low than the above range, the rubber-asphalt emulsion will set slowly and free water will not be easily removed.
さらに必要に応じて骨材、充填材等を混合する
ことができる。骨材として硅砂、砕石、砂利など
が使用でき、充填材として、炭酸カルシウム、ク
レー、タルク、マイカ、パーライト、ゴム粉、シ
ラスバルーン、繊維などが混合できる。水性ゴム
−アスフアルトエマルジヨンと水硬性セメント粉
末の混合物の粘度は塗工に適するように水或いは
増粘剤で調整する。混合物中の水分とセメントと
の割合も重要な要素で、水/セメント比が1.5を
超えないことが必要で、水が多過ぎると硬化が遅
れ、遊離水が残留しやすくなる。従つてこの点か
らも水性ゴム−アスフアルトエマルジヨン中の固
形濃度を選定しなければならない。水性ゴム−ア
スフアルトエマルジヨンと水硬性セメント粉末と
の混合物はそのポツトライフ内に下地に刷毛、ス
ポンジ、鏝などを用いて塗工し、同時に防水シー
トを貼り付ける。防水シートと防水シートの継ぎ
目は重ね合わせを行ない、防水性能を向上させ
る。また必要に応じて防水シートの上に断熱材を
貼り付ける場合は、水性ゴム−アスフアルトエマ
ルジヨンと水硬性セメント粉末の混合物が硬化し
た後、水性ゴム−アスフアルトエマルジヨンと水
硬性セメント粉末の混合物を防水シートの上に塗
工し、断熱材を貼り付ける。防水シートを2層貼
りする場合でも1層目の防水シートの上に上記混
合物を同様に塗工し、2層目防水シートを貼り付
ける。防水シート貼り付け後は通常トツプコート
塗布、モルタル打設などの保護層を設けるのが好
ましい。 Furthermore, aggregates, fillers, etc. can be mixed as necessary. Silica sand, crushed stone, gravel, etc. can be used as aggregates, and calcium carbonate, clay, talc, mica, perlite, rubber powder, shirasu balloons, fibers, etc. can be mixed as fillers. The viscosity of the mixture of water-based rubber-asphalt emulsion and hydraulic cement powder is adjusted with water or a thickener to make it suitable for coating. The ratio of water to cement in the mixture is also an important factor; the water/cement ratio must not exceed 1.5; too much water will delay hardening and leave free water behind. Therefore, the solid concentration in the aqueous rubber-asphalt emulsion must be selected from this point as well. A mixture of water-based rubber-asphalt emulsion and hydraulic cement powder is applied to the base in the pot life using a brush, sponge, trowel, etc., and a waterproof sheet is attached at the same time. Seams between tarpaulin sheets are overlapped to improve waterproof performance. In addition, when pasting insulation material on top of the waterproof sheet as required, after the mixture of water-based rubber-asphalt emulsion and hydraulic cement powder has hardened, apply the mixture of water-based rubber-asphalt emulsion and hydraulic cement powder. Coat it on top of the waterproof sheet and attach the insulation material. Even when attaching two layers of waterproof sheets, the above mixture is similarly applied on top of the first layer of waterproof sheets, and the second layer of waterproof sheets is attached. After pasting the waterproof sheet, it is usually preferable to provide a protective layer such as applying a top coat or pouring mortar.
本発明のシート防水工法で形成された防水層
は、ゴムで改質されたアスフアルト層が入ること
により、熱アスフアルト防水層に劣らない防水信
頼性を与えることができる。また熱アスフアルト
工法と異なり常温工法であり、溶剤類を使用しな
いため、作業安全性、火災の危険防止性などに優
れている。 The waterproof layer formed by the sheet waterproofing method of the present invention has a rubber-modified asphalt layer, so that it can provide waterproof reliability comparable to that of a hot asphalt waterproof layer. Also, unlike the hot asphalt construction method, it is a room-temperature construction method and does not use solvents, so it is superior in work safety and fire hazard prevention.
本発明防水工法は土木、建築構築物の新設防
水、各種露出防水の補修、鉄板屋根の補修、室内
地下防水、あるいは構築物の防湿、気密層の形成
工事などに使用することができる。 The waterproofing method of the present invention can be used in civil engineering, new construction waterproofing of architectural structures, repair of various types of exposed waterproofing, repair of iron plate roofs, indoor underground waterproofing, moisture proofing of structures, formation of airtight layers, etc.
次に本発明の実施例を挙げる。 Next, examples of the present invention will be given.
実施例 1
デツキプレート構造にコンクリート打ちした屋
根に、アスフアルト防水砂付ルーフイング仕上げ
施工され、これが劣化し漏水中の防水下地に補修
防水を行つた。旧防水、アスフアルト層の欠陥部
分を撤去し、その部分をJSRトマツクスーパー
(日本合成ゴム(株)製、スチレン−ブタジエン共重
合体ラテツクス)入りセメントモルタルで補修
後、下地を清掃した。プライマーとしてアスフア
ルトカチオン乳剤を約0.2Kg/m2の割合で塗布し、
約30分間乾燥させた。濃度85%のスチレン−ブタ
ジエン共重合体変性アスフアルトエマルジヨン
(共重合体を全固形分中約26%含有)であるJSR
ハルコート(日本合成ゴム(株)製)100重量部に対
してエマルゲンE910(ポリオキシエチレンノニル
フエニルエーテル、花王アトラス(株)製)の30%水
溶液10部を加え安定し全固形分を70%に調整し
た。このゴム−アスフアルトエマルジヨン100重
量部に対して化学成分としてAl2O317重量%、
SO322重量%を有するセメントクリンカー60重量
部を加え電動撹拌機で均一になるまで撹拌した。Example 1 A roofing with asphalt waterproofing sand was applied to a roof made of concrete with a deck plate structure, and this deteriorated and leaking water was repaired and waterproofing was performed on the waterproofing base. Defects in the old waterproofing and asphalt layers were removed and repaired with cement mortar containing JSR Tomak Super (a styrene-butadiene copolymer latex manufactured by Japan Synthetic Rubber Co., Ltd.), and the base was cleaned. Apply an asphalt cation emulsion as a primer at a rate of approximately 0.2 kg/ m2 ,
Let dry for about 30 minutes. JSR is a styrene-butadiene copolymer modified asphalt emulsion with a concentration of 85% (contains approximately 26% copolymer in total solids).
Add 10 parts by weight of a 30% aqueous solution of Emulgen E910 (polyoxyethylene nonyl phenyl ether, manufactured by Kao Atlas Co., Ltd.) to 100 parts by weight of Hullcoat (manufactured by Japan Synthetic Rubber Co., Ltd.) to stabilize the total solid content to 70%. Adjusted to. With respect to 100 parts by weight of this rubber-asphalt emulsion, 17% by weight of Al 2 O 3 as a chemical component,
60 parts by weight of cement clinker containing 22% by weight of SO 3 were added and stirred with an electric stirrer until homogeneous.
この混合物を直ちに補修下地に流し込み、スポ
ンジ刷毛で約2.5Kg/m2になるように塗り広げな
がら、同時に巻き込まれた塩ビシート(ロンプル
ーフ、ロンシール工業(株)製)を広げながら貼り込
んで行つた。1日養生後、仕上塗料(EVAエマ
ルジヨン系塗料、JSRハルトツプ、日本合成ゴム
(株)製)を塗布し防水工事を完了した。 Immediately pour this mixture onto the repair base and spread it with a sponge brush to a coating thickness of approximately 2.5 kg/m 2. At the same time, spread out the rolled up PVC sheet (Ronproof, manufactured by Ronseal Industries Co., Ltd.) and apply it. Ivy. After curing for 1 day, finish paint (EVA emulsion paint, JSR Hartup, Japan Synthetic Rubber)
Co., Ltd.) and completed the waterproofing work.
施工後、約6ケ月を経て、防水層にフクレ、シ
ワ、はく離などの異常はみられず、漏水は完全に
なくなつた。 Approximately six months after construction, no abnormalities such as blisters, wrinkles, or peeling were observed in the waterproof layer, and water leakage had completely disappeared.
また、別に同一仕様で舗道板上で防水層を形成
させ、1週間の養生後、性能を測定した。下地と
のはく離接着力は20Kg/25mm幅、接着性能試験
(JIS A6008に準ず)は合格で上記混合物を2.5
Kg/m2塗工した単体の透水量(JIS A1404に準
ず、水圧3Kg/m2)は0であつた。 Separately, a waterproof layer was formed on a pavement board according to the same specifications, and the performance was measured after curing for one week. The peel adhesion strength with the substrate was 20Kg/25mm width, and the adhesion performance test (according to JIS A6008) passed, and the above mixture was 2.5
The water permeability of the unit coated with Kg/m 2 (according to JIS A1404, water pressure 3 Kg/m 2 ) was 0.
実施例 2
RC構造コンクリート仕上げの新築地下構築物、
地下外壁の防水施工を行つた。湿つた防水下地を
清掃した後、プライマーとして、アスフアルトカ
チオン乳剤を0.1Kg/m2の割りで塗布し、乾燥さ
せた。実施例1と同じ様にJSRハルコートを安定
化し、全固形分を60%に調整した。ゴム−アスフ
アルトエマルジヨン100重量部に対して50重量部
のアルミナセメント(日本セメント(株)製)粉末を
加え、電動撹拌機で均一になるまで混合し増粘剤
を加え、さらに撹拌し混合物を増粘させた。この
混合物を直ちに防水下地にスポンジ刷毛で2.0
Kg/m2の割合になるよう塗り広げながら、巻き込
まれた厚み1.3mmの加硫ゴムシート(ニトルーフ、
日東電工(株)製)を広げながら貼り込み、防水工事
を完了した。Example 2 Newly built underground structure with RC structure concrete finish,
We carried out waterproofing work on the basement exterior walls. After cleaning the wet waterproof base, asphalt cation emulsion was applied as a primer at a rate of 0.1 kg/m 2 and allowed to dry. JSR Hull Coat was stabilized in the same manner as in Example 1, and the total solid content was adjusted to 60%. Add 50 parts by weight of alumina cement (manufactured by Nippon Cement Co., Ltd.) powder to 100 parts by weight of the rubber-asphalt emulsion, mix with an electric mixer until uniform, add a thickener, and stir further to make the mixture. It thickened. Immediately apply this mixture to the waterproof base using a sponge brush.
1.3 mm thick vulcanized rubber sheet (nitroof ,
Made by Nitto Denko Co., Ltd.) was spread and pasted to complete the waterproofing work.
施工後、1週間を経て、ウキ、シワ、はく離等
の異常はみられず、防水層の保護モルタル打設
後、埋めもどしを行つた。埋めもどし後、地下壁
面の内側に漏水はなく、防水性は良好であつた。 One week after construction, no abnormalities such as floating, wrinkling, or peeling were observed, and after placing protective mortar for the waterproof layer, the site was backfilled. After backfilling, there was no water leakage inside the underground wall, and the waterproofness was good.
同一仕様で湿つた舗道板上で防水層を形成さ
せ、温度20℃、湿度100%の条件下で1週間養生
後、性能を測定した。下地とのはく離接着力は5
Kg/25mm幅であつた。 A waterproof layer was formed on a damp pavement board using the same specifications, and the performance was measured after curing for one week at a temperature of 20°C and a humidity of 100%. Peel adhesion strength with base is 5
Kg/25mm width.
実施例 3
RC構造モルタル仕上げの新築屋根の防水施工
を行つた。防水下地を清掃後、プライマーとして
JSRトマツクスーパーの10倍希釈液を約0.1Kg/
m2塗布し乾燥させた。実施例1と同じ様に、JSR
ハルコートを安定化し、全固形分を60%に調整し
たゴム−アスフアルトエマルジヨン100重量部に
対して、実施例1と同じ組成をもつセメントクリ
ンカー50重量部と、骨材として硅砂6号50重量部
を予め混合した粉体を加え、電動撹拌機で均一に
なるまで混合した。この混合物を直ちに防水下地
に流し込み、スポンジ刷毛で2.0Kg/m2の割合に
なるよう塗り広げながら巻き込まれたゴムアスシ
ート(アスクールシート、東興アスフアルト工業
(株)製)を広げながら貼り込んだ。貼り込み約4時
間後、ゴムアスシートの上にゴムアスシートの貼
り合せに使用した同じ混合物を1.5Kg/m2の割合
になるように塗り広げて、断熱材としてポリエチ
レンフオーム(トーレペフ、東レ(株)製)を貼り合
せた。1日後同じ様にして、ゴム−アスフアルト
エマルジヨン、水硬性セメントと骨材を上記と同
じ混合割合の混合物を断熱材の上に流し込み、ス
ポンジ刷毛で約1.5Kg/m2の割合になるように塗
り広げながら、巻き込まれたゴムアスシートを貼
り込んだ。1日養生後、仕上塗料JSRハルトツプ
を塗布し断熱防水工事を完了した。Example 3 A newly built roof with an RC structure and mortar finish was waterproofed. After cleaning the waterproof base, use as a primer.
Approximately 0.1 kg/10 times diluted solution of JSR Tomatsu Super
m 2 coated and dried. As in Example 1, JSR
50 parts by weight of cement clinker having the same composition as in Example 1 and 50 parts by weight of silica sand No. 6 as aggregate to 100 parts by weight of rubber-asphalt emulsion in which Hull Coat was stabilized and the total solid content was adjusted to 60%. A pre-mixed powder was added and mixed using an electric stirrer until uniform. Immediately pour this mixture onto a waterproof base and spread it with a sponge brush to a ratio of 2.0 kg/ m2 .
Co., Ltd.) was spread out and pasted. Approximately 4 hours after pasting, the same mixture used for laminating the rubber surface sheet was spread on the rubber surface sheet at a ratio of 1.5 kg/ m2 , and polyethylene foam (Toray Pef, Toray Industries, Inc.) was applied as a heat insulating material. (manufactured by) were attached. One day later, in the same manner, pour a mixture of rubber-asphalt emulsion, hydraulic cement, and aggregate in the same proportions as above onto the insulation material, and use a sponge brush to mix the mixture to approximately 1.5 kg/ m2 . While spreading it, I stuck the rolled up rubber ass sheet. After curing for one day, finishing paint JSR Harttsup was applied and the insulation and waterproofing work was completed.
施工後約6ケ月を経て、フクレ、ウキ、シワ、
はく離等の異常はみられず、防水性も良好であつ
た。 Approximately 6 months after construction, there are blisters, flakes, wrinkles,
No abnormalities such as peeling were observed, and the waterproof property was good.
比較例 1
実施例2において、加硫シート用プライマー塗
布、乾燥後、水溶性樹脂エマルジヨンタイプの加
硫シート用接着剤を1Kg/m2の割合になるように
塗布し、適正に乾燥させた後、巻き込まれた加硫
ゴムシートを広げながら貼り込んだ。貼り付け3
日養生後、加硫ゴムシートにウキ、シワが発生
し、はく離した状態であつた。ウキ、シワおよび
はく離した部分を切り取ると、内部に水分を含有
しており、加硫シート用接着剤が再乳化してい
た。同一仕様で湿つた舗道板で防水層を形成さ
せ、温度20℃、湿度100%の条件下で1週間養生
後、性能を測定した。下地とのはく離接着力は
0.5Kg/25mm幅であり、はく離状態は防水下地と
の界面はく離であつた。Comparative Example 1 In Example 2, after applying a primer for a vulcanized sheet and drying, a water-soluble resin emulsion type adhesive for a vulcanized sheet was applied at a rate of 1 kg/m 2 and dried properly. Afterwards, the rolled up vulcanized rubber sheet was spread out and pasted. Paste 3
After curing for a day, the vulcanized rubber sheet developed flakes and wrinkles, and was in a peeling state. When the floating, wrinkled, and peeled parts were cut out, it was found that the inside contained moisture, and the adhesive for the vulcanized sheet had been re-emulsified. A waterproof layer was formed using damp pavement boards with the same specifications, and the performance was measured after curing for one week at a temperature of 20°C and 100% humidity. The peel adhesion strength with the substrate is
The weight was 0.5Kg/25mm width, and the peeling state was peeling at the interface with the waterproof base.
Claims (1)
ルトエマルジヨンと水硬性セメント粉末との混合
物を用いて貼り付けるシート防水工法。 2 水性ゴム−アスフアルトエマルジヨン(固形
分)と水硬性セメント粉末の混合割合が1:2〜
1:0.3であり、水(エマルジヨン中の水を含
む)/水硬性セメント比が1.5を超えないもので
ある特許請求の範囲第1項記載のシート防水工
法。[Claims] 1. A sheet waterproofing method in which a waterproof sheet is attached to a waterproof base using a mixture of water-based rubber-asphalt emulsion and hydraulic cement powder. 2 The mixing ratio of water-based rubber-asphalt emulsion (solid content) and hydraulic cement powder is 1:2 ~
The sheet waterproofing method according to claim 1, wherein the water (including water in the emulsion)/hydraulic cement ratio is 1:0.3 and does not exceed 1.5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13523782A JPS5925863A (en) | 1982-08-04 | 1982-08-04 | Waterproof construction method using sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13523782A JPS5925863A (en) | 1982-08-04 | 1982-08-04 | Waterproof construction method using sheet |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5925863A JPS5925863A (en) | 1984-02-09 |
| JPH029638B2 true JPH029638B2 (en) | 1990-03-02 |
Family
ID=15147013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13523782A Granted JPS5925863A (en) | 1982-08-04 | 1982-08-04 | Waterproof construction method using sheet |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5925863A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63128092A (en) * | 1986-11-18 | 1988-05-31 | Nippon Bosui Sogyo Kk | Water-proofing work |
| JPH03194056A (en) * | 1989-12-22 | 1991-08-23 | Shizuoka Rekisei Kogyo Kk | Waterproofing work executing method |
| JP2721851B2 (en) * | 1993-08-06 | 1998-03-04 | 三ツ星ベルト株式会社 | Construction method of waterproof sheet |
| CN102827556B (en) * | 2012-09-19 | 2014-10-08 | 深圳市天健沥青道路工程有限公司 | Preparation method of road and bridge waterproof bonding agent and construction process of road and bridge waterproof bonding agent |
-
1982
- 1982-08-04 JP JP13523782A patent/JPS5925863A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5925863A (en) | 1984-02-09 |
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