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JPH0324436B2 - - Google Patents
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JPH0324436B2 - - Google Patents

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Publication number
JPH0324436B2
JPH0324436B2 JP58094787A JP9478783A JPH0324436B2 JP H0324436 B2 JPH0324436 B2 JP H0324436B2 JP 58094787 A JP58094787 A JP 58094787A JP 9478783 A JP9478783 A JP 9478783A JP H0324436 B2 JPH0324436 B2 JP H0324436B2
Authority
JP
Japan
Prior art keywords
epoxy resin
weight
parts
sheet
composition
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 - Lifetime
Application number
JP58094787A
Other languages
Japanese (ja)
Other versions
JPS59223288A (en
Inventor
Fusao Kawaguchi
Hiroshi Ito
Toshio Oka
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.)
Ube Corp
Original Assignee
Ube Industries 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 Ube Industries Ltd filed Critical Ube Industries Ltd
Priority to JP9478783A priority Critical patent/JPS59223288A/en
Publication of JPS59223288A publication Critical patent/JPS59223288A/en
Publication of JPH0324436B2 publication Critical patent/JPH0324436B2/ja
Granted legal-status Critical Current

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  • Building Environments (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)

Description

【発明の詳細な説明】 本発明は、エポキシ系組成物を下地調整剤とし
て使用し、防水性能が優れ、なお且つ防水シート
の脹れ防止効果のある防水施工法を提供するもの
である。 従来の脹れ防止の防水施工法として代表的なも
のは、脱気工法、重量物押え工法等がある。 しかし、これらの工法のうち、前記脱気工法
は、 (1) 浮かし張りのため防水層が一箇所でも破損す
ると水が全面にまわる。 (2) 防水層に段差でやすい。 (通気層のラツプ部分があるため) (3) 躯体に対する接着が弱いため、台風等による
マイナス圧で防水層がめくれやすい。 (4) 下地のあばれによるジヨイント部のはがれが
生じやすい。 (5) 工事が煩雑で高価である。 (通気層と防水シートを二度施工しなければ
ならない) (6) ベンチレーシヨン類が必要であり余程高性能
のものでないと逆に水が入り込む。 等の欠点を有している。 コンクリート下地面には多数のピンホールが開
いている。下地に含まれている水分は、このピン
ホールから蒸発し、防水シートの膨れの原因とな
る。 本発明の防水施工法によれば、上記の下地調整
用組成物をコンクリート下地面に塗布するため、
コンクリート下地面のピンホールは塞がれる。下
地調整用組成物は硬化すると硬質となるととも
に、コンクリート下地面とも強固に接着する。こ
れにより、ピンホールからの水分の蒸発は防止さ
れる。従つて、防水シートの膨れも防止できる。 また、前記重量物押え工法は、 (1) 躯体に重みがかかる。 (2) 重量物に変荷重がかかつた場合、シートが破
れる。 (3) 防水補修の場合重量物を取り除かなければな
らずやりにくい。 (4) 工事が煩雑で高価である。 等の欠点を有している。 この発明者らは、前述の欠点を有さない防水施
工法について鋭意研究した結果、この発明を完成
した。 すなわち、この発明は、エポキシ樹脂、硬化
剤、場合により低沸点の有機溶剤およびエポキシ
樹脂100重量部当り10〜200重量部の無機充填剤を
配合してなり、25℃における粘度が50〜20000セ
ンチポイズ(CP)である下地調整用の組成物を
コンクリート下地面に均一に塗布し、エポキシ樹
脂を硬化させた後、その表面に防水シートを張付
けることを特徴とするコンクリート下地面の防水
施工法に関するものである。 この発明の防水施工法は、密着張りのため防水
性能が優れており、施工が簡単であり、安価であ
り、エポキシ樹脂系組成物を使用するため機械的
強度が大きく下地との接着力が大きく、しかも耐
熱性が良好であるという特長を有している。 この発明の方法においては、先ずコンクリート
下地面に、エポキシ樹脂、硬化剤、場合により低
沸点の有機溶剤およびエポキシ樹脂100重量部当
り10〜200重量部、好ましくは20〜100重量部の無
機充填剤を配合してなり、25℃における粘度が50
〜20000CPであり、好ましくは硬化物の70℃にお
ける引張ヤング率が50Kg/cm2以上である下地調整
用の組成物を好ましくは0.1〜0.5Kg/m2の割合で
均一に塗布する。 前記のエポキシ樹脂の例としては、ビスフエノ
ールA型エポキシ樹脂、水素添加ビスフエノール
Aジグリシジルエーテル樹脂、ビスフエノールA
側鎖型ジグリシジルエーテル樹脂、臭素化ビスフ
エノールA型エポキシ樹脂、ノボラツク型エポキ
シ樹脂、ウレタン変性エポキシ樹脂、レゾルシン
グリシジルエーテルエポキシ樹脂、グリシジルエ
ステル型エポキシ樹脂、脂環族型エポキシ樹脂、
グリシジルアミンエポキシ樹脂などが挙げられ
る。 前記の硬化剤としては、脂肪族ポリアミン、芳
香族ポリアミン、ポリアミド樹脂、酸無水物、複
素環状式アミン、メルカプタンなどが挙げられ
る。 前記の硬化剤は、エポキシ樹脂1反応当量当り
0.5〜2反応当量、特に0.8〜1.5反応当量配合する
のが好ましい。前記エポキシ硬化剤の添加量がエ
ポキシ樹脂1反応当量当り0.5反応当量より少い
と常温での硬化時間が長くなり、施工が困難とな
る傾向にあり、また機械的強度、耐熱性、接着力
が低下する傾向にある。また、2反応当量より多
いと常温での硬化、可使時間が短くなり施工が困
難となる傾向にある。 前記の無機充填剤としては、特に制限はなく、
炭酸カルシウム(機械粉砕したものが安価であり
好ましい。)、炭酸マグネシウム、炭酸アルミニウ
ム、シリカ、タルク、けい砂、雲母粉、アスベス
トなどが挙げられる。 前記の無機充填剤は、エポキシ樹脂100重量部
当り10〜200重量部、好ましくは20〜100重量部配
合する。 前記無機充填剤が10重量部より少い場合は可使
時間が短かくなり機械的強度が低下し施工上問題
である。また200重量部を越えると施工が困難で
あり、粘度が高くなり、機械的強度、耐熱性、接
着力が低下し施工上および物性上問題である。 この発明の方法において使用する下地調整用の
組成物は、前記のエポキシ樹脂、硬化剤および無
機充填剤、必要であればさらに低沸点の有機溶剤
を混合して得られる粘度(回転粘度計によつて測
定、25℃)が50〜20000CPのものである。 前記の低沸点の有機溶剤としては、メチルエチ
ルケトン、アセトンなどのケトン類、キシレン、
トルエン、ガソリン、ベンゼンなどの炭化水素や
塩化メチレンなどが挙げられる。有機溶剤を配合
する場合には、有機溶剤の量はエポキシ樹脂100
重量部当り30重量部以下が好ましい。 前記の下地調整用の組成物の粘度が50CPより
小さいと組成物の施工性が悪くまた脹れ防止効果
が低下し、前記の下地調整用の組成物の粘度が
20000CPより大きいと施工性が悪くなる。 この発明の方法においては、コンクリート下地
面に前述のエポキシ樹脂系の下地調整用の組成物
をヘラ等で均一に塗布し、好ましくは1時間以
上、特に好ましくは3〜50時間程度放置してエポ
キシ樹脂を硬化させた後、組成物の表面に合成ゴ
ム系シート、合成樹脂系シート、ゴムアスフアル
ト系シートなどの防水シートを張付けて防水施工
する。 前記の防水シートを張付ける方法としては、特
に制限はなく公知のシート防水施工法が採用され
る。 以下に実施例および比較例を示す。 以下の各例において、下地調整用の組成物の粘
度はB型回転粘度計を用いて25℃で測定し、組成
物の硬化物のヤング率はテンシロン型引張試験機
を用いてダンベル状の試験片について70℃でクロ
スヘツド移動速度50mm/minにて測定したもので
ある。 実施例 1 ビスフエノールA型エポキシ樹脂(油化シエル
エポキシ(株)製エピコート828)1反応当量と脂肪
族ポリアミン(油化シエルエポキシ(株)製エピキユ
アT)を1反応当量を加え、更に炭酸カルシウム
粉末(平均粒径25μ)をエポキシ樹脂100重量部
当り50重量部加えてよく攪拌し、粘度が25℃で
20000CP、硬化後の引張ヤング率が70℃で100
Kg/cm2の値を示す組成物を調製しこれをコンクリ
ート下地面に1m2当り300g均一に塗布し、24時
間放置し硬化させ、そのうえに防水シート(宇部
興産(株)製、RAシートSS−20)を張付けて防水施
工した。結果を第1表に示す。 実施例 2 ビスフエノールA型エポキシ樹脂(油化シエル
エポキシ(株)製エピコート802)1反応当量と複素
環状式アミン(油化シエルエポキシ(株)製エポメー
トLX−1N)を1反応当量加え、更に炭酸カルシ
ウム粉末(平均粒径25μ)をエポキシ樹脂100重
量部当り50重量部加えてよく攪拌し、粘度が25℃
で1000CP、硬化後の引張ヤング率が70℃で80
Kg/cm2の値を示す組成物を調製し、これをコンク
リート下地面に1m2当り300g均一に塗布し、24
時間放置し硬化させ、そのうえに防水シート
(RAシートSS−20)を張付けて防水施工した。
結果を第1表に示す。 実施例 3 ビスフエノールA型エポキシ樹脂(油化シエル
エポキシ(株)製エピコート802)1反応当量と脂肪
族ポリアミン(油化シエルエポキシ(株)製エピキユ
ア3012)を1反応当量と炭酸カルシウム粉末(平
均粒径25μ)をエポキシ樹脂100重量部当り50重
量部加え、更にメチルエチルケトン5重量部を加
えてよく攪拌し、粒度が25℃で500CP、硬化後の
引張ヤング率が70℃で80Kg/cm2の値を示す組成物
を調製しこれをコンクリート下地面に1m2当り
300g均一に塗布し24時間放置し硬化させ、その
うえに防水シート(RAシートSS−20)を張付け
て防水施工した。結果を第1表に示す。 比較例 1 アスフアルトプライマー(JASS−8規格品)
をコンクリート下地面に1m2当り300g均一に塗
布し24時間放置し、そのうえに防水シート(RA
シートSS−20)を張付けて防水施工した。結果
を第1表に示す。 実施例1,2,3および比較例1について半年
間観察した。結果を第1表に示す。 【表】
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a waterproof construction method that uses an epoxy composition as a base conditioner, has excellent waterproof performance, and is effective in preventing swelling of a waterproof sheet. Typical conventional waterproofing methods to prevent swelling include the degassing method and the heavy weight pressing method. However, among these construction methods, the deaeration construction method is as follows: (1) Because it is a floating construction, if even one part of the waterproof layer is damaged, water will spread over the entire surface. (2) It is easy to create a step in the waterproof layer. (Because there is a lap part in the ventilation layer) (3) Because the adhesion to the building structure is weak, the waterproof layer is prone to peeling off due to negative pressure caused by typhoons, etc. (4) Peeling of the joint part is likely to occur due to cracks in the base. (5) Construction is complicated and expensive. (The ventilation layer and waterproof sheet must be installed twice.) (6) Ventilation is necessary, and if it is not very high-performance, water will get in. It has the following disadvantages. There are many pinholes in the concrete subsurface. The moisture contained in the base evaporates through these pinholes, causing the tarpaulin sheet to swell. According to the waterproofing construction method of the present invention, in order to apply the above-mentioned base preparation composition to the concrete base surface,
Pinholes in the concrete subsurface are sealed. When the composition for base preparation hardens, it becomes hard and also firmly adheres to the concrete base surface. This prevents moisture from evaporating from the pinhole. Therefore, blistering of the waterproof sheet can also be prevented. Further, in the heavy object pressing method, (1) weight is applied to the building frame; (2) If a variable load is applied to a heavy object, the sheet will tear. (3) Waterproofing repairs require the removal of heavy objects, which is difficult. (4) Construction is complicated and expensive. It has the following disadvantages. The inventors completed this invention as a result of intensive research into a waterproofing method that does not have the above-mentioned drawbacks. That is, the present invention is composed of an epoxy resin, a curing agent, optionally a low boiling point organic solvent, and an inorganic filler in an amount of 10 to 200 parts by weight per 100 parts by weight of the epoxy resin, and has a viscosity of 50 to 20,000 centipoise at 25°C. A method of waterproofing a concrete subsurface, which comprises uniformly applying a base conditioning composition (CP) to the concrete subsurface, curing the epoxy resin, and then pasting a waterproof sheet on the surface. It is something. The waterproofing method of this invention has excellent waterproofing performance due to its close adhesion, is easy to install, is inexpensive, and uses an epoxy resin composition, so it has high mechanical strength and strong adhesion to the base. Moreover, it has the feature of good heat resistance. In the method of the present invention, first, an epoxy resin, a hardening agent, optionally a low boiling point organic solvent, and an inorganic filler of 10 to 200 parts by weight, preferably 20 to 100 parts by weight per 100 parts by weight of epoxy resin are added to the concrete base surface. The viscosity at 25℃ is 50
~20,000 CP, and preferably the tensile Young's modulus of the cured product at 70°C is 50 Kg/cm 2 or more, and is preferably applied uniformly at a rate of 0.1 to 0.5 Kg/m 2 . Examples of the epoxy resins include bisphenol A type epoxy resin, hydrogenated bisphenol A diglycidyl ether resin, bisphenol A
Side chain type diglycidyl ether resin, brominated bisphenol A type epoxy resin, novolak type epoxy resin, urethane modified epoxy resin, resorcing glycidyl ether epoxy resin, glycidyl ester type epoxy resin, alicyclic type epoxy resin,
Examples include glycidylamine epoxy resin. Examples of the curing agent include aliphatic polyamines, aromatic polyamines, polyamide resins, acid anhydrides, heterocyclic amines, and mercaptans. The above-mentioned curing agent is used per reaction equivalent of epoxy resin.
It is preferable to blend 0.5 to 2 reaction equivalents, particularly 0.8 to 1.5 reaction equivalents. If the amount of the epoxy curing agent added is less than 0.5 reaction equivalent per 1 reaction equivalent of epoxy resin, the curing time at room temperature becomes longer and construction tends to become difficult, and mechanical strength, heat resistance, and adhesive strength decrease. There is a tendency to Moreover, if the amount is more than 2 reaction equivalents, curing at room temperature and pot life will be shortened, and construction will tend to become difficult. The above-mentioned inorganic filler is not particularly limited,
Examples include calcium carbonate (mechanically pulverized one is preferred because it is inexpensive), magnesium carbonate, aluminum carbonate, silica, talc, silica sand, mica powder, asbestos, and the like. The above-mentioned inorganic filler is blended in an amount of 10 to 200 parts by weight, preferably 20 to 100 parts by weight, per 100 parts by weight of the epoxy resin. If the amount of the inorganic filler is less than 10 parts by weight, the pot life will be shortened and the mechanical strength will be reduced, which is a problem in construction. Moreover, if it exceeds 200 parts by weight, it will be difficult to apply, the viscosity will increase, and the mechanical strength, heat resistance, and adhesive strength will decrease, causing problems in terms of construction and physical properties. The base preparation composition used in the method of this invention has a viscosity (as measured by a rotational viscometer) obtained by mixing the above-mentioned epoxy resin, curing agent, inorganic filler, and, if necessary, an organic solvent with a low boiling point. measured at 25℃) is 50 to 20,000CP. Examples of the low boiling point organic solvent include ketones such as methyl ethyl ketone and acetone, xylene,
Examples include hydrocarbons such as toluene, gasoline, and benzene, and methylene chloride. When blending an organic solvent, the amount of organic solvent should be 100% of the epoxy resin.
The amount per part by weight is preferably 30 parts by weight or less. If the viscosity of the base conditioning composition is less than 50CP, the workability of the composition will be poor and the anti-swelling effect will decrease;
If it is larger than 20000CP, the workability will be poor. In the method of the present invention, the above-mentioned epoxy resin base preparation composition is uniformly applied to the concrete base surface using a spatula, etc., and left to stand preferably for at least 1 hour, particularly preferably for about 3 to 50 hours, before applying the epoxy resin. After the resin is cured, a waterproof sheet such as a synthetic rubber sheet, a synthetic resin sheet, or a rubber asphalt sheet is applied to the surface of the composition for waterproofing. There are no particular restrictions on the method for attaching the waterproof sheet, and any known sheet waterproofing construction method may be employed. Examples and comparative examples are shown below. In each of the following examples, the viscosity of the composition for base preparation was measured at 25°C using a B-type rotational viscometer, and the Young's modulus of the cured product of the composition was measured using a dumbbell test using a Tensilon tensile tester. Measurements were made on the piece at 70°C and at a crosshead movement speed of 50 mm/min. Example 1 One reaction equivalent of bisphenol A epoxy resin (Epicure 828 manufactured by Yuka Ciel Epoxy Co., Ltd.) and one reaction equivalent of an aliphatic polyamine (Epicure T manufactured by Yuka Ciel Epoxy Co., Ltd.) were added, and calcium carbonate was further added. Add 50 parts by weight of powder (average particle size 25μ) per 100 parts by weight of epoxy resin and stir well until the viscosity reaches 25℃.
20000CP, tensile Young's modulus after curing is 100 at 70℃
A composition having a value of Kg/cm 2 was prepared, and 300 g/m 2 of this was uniformly applied to the concrete subsurface, left to harden for 24 hours, and a waterproof sheet (RA sheet SS- manufactured by Ube Industries, Ltd.) was applied. 20) for waterproofing. The results are shown in Table 1. Example 2 One reaction equivalent of bisphenol A epoxy resin (Epicote 802 manufactured by Yuka Ciel Epoxy Co., Ltd.) and one reaction equivalent of a heterocyclic amine (Epomate LX-1N manufactured by Yuka Ciel Epoxy Co., Ltd.) were added, and Add 50 parts by weight of calcium carbonate powder (average particle size 25μ) per 100 parts by weight of epoxy resin and stir well until the viscosity reaches 25℃.
1000CP, tensile Young's modulus after curing is 80 at 70℃
A composition having a value of Kg/cm 2 was prepared, and 300g/cm 2 of this was evenly applied to the concrete subsurface.
After leaving it for a while to harden, a waterproof sheet (RA Sheet SS-20) was pasted on top of it to make it waterproof.
The results are shown in Table 1. Example 3 One reaction equivalent of bisphenol A epoxy resin (Epicoat 802 manufactured by Yuka Ciel Epoxy Co., Ltd.), one reaction equivalent of an aliphatic polyamine (Epicure 3012 manufactured by Yuka Ciel Epoxy Co., Ltd.) and calcium carbonate powder (average Add 50 parts by weight of (particle size 25 μ) per 100 parts by weight of epoxy resin, further add 5 parts by weight of methyl ethyl ketone, and stir well to obtain a particle size of 500CP at 25℃ and a tensile Young's modulus of 80Kg/cm 2 at 70℃ after curing. Prepare a composition showing the value and apply it to the concrete base surface per 1 m 2
300g of it was applied evenly and left to harden for 24 hours, and a waterproof sheet (RA Sheet SS-20) was pasted on top of it for waterproofing. The results are shown in Table 1. Comparative example 1 Asphalt primer (JASS-8 standard product)
Apply 300g per 1m2 evenly to the concrete base surface, leave it for 24 hours, and then apply a waterproof sheet (RA).
Waterproofing was carried out by pasting sheet SS-20). The results are shown in Table 1. Examples 1, 2, and 3 and Comparative Example 1 were observed for six months. The results are shown in Table 1. 【table】

Claims (1)

【特許請求の範囲】[Claims] 1 エポキシ樹脂、硬化剤、場合により低沸点の
有機溶剤およびエポキシ樹脂100重量部当り10〜
200重量部の無機充填剤を配合してなり、25℃に
おける粘度が50〜20000センチポイズ(CP)であ
る下地調整用の組成物をコンクリート下地面に均
一に塗布し、エポキシ樹脂を硬化させた後、その
表面に防水シートを張付けることを特徴とするコ
ンクリート下地面の防水施工法。
1. Epoxy resin, curing agent, optionally low-boiling organic solvent and 10 to 100 parts by weight of epoxy resin.
A base conditioning composition containing 200 parts by weight of an inorganic filler and a viscosity of 50 to 20,000 centipoise (CP) at 25°C is uniformly applied to the concrete base surface, and the epoxy resin is cured. , a waterproofing construction method for concrete subsurface surfaces, which is characterized by pasting a waterproof sheet on the surface.
JP9478783A 1983-05-31 1983-05-31 Waterproofing construction method Granted JPS59223288A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9478783A JPS59223288A (en) 1983-05-31 1983-05-31 Waterproofing construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9478783A JPS59223288A (en) 1983-05-31 1983-05-31 Waterproofing construction method

Publications (2)

Publication Number Publication Date
JPS59223288A JPS59223288A (en) 1984-12-15
JPH0324436B2 true JPH0324436B2 (en) 1991-04-03

Family

ID=14119786

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9478783A Granted JPS59223288A (en) 1983-05-31 1983-05-31 Waterproofing construction method

Country Status (1)

Country Link
JP (1) JPS59223288A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0661527B2 (en) * 1988-09-06 1994-08-17 東北クリーナー工業株式会社 Asbestos cement pipe or mortar lining pipe rehabilitation method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5345809B2 (en) * 1973-09-29 1978-12-09

Also Published As

Publication number Publication date
JPS59223288A (en) 1984-12-15

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