JP3214760B2 - Breathable waterproof construction for heavy walking - Google Patents

Breathable waterproof construction for heavy walking

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Publication number
JP3214760B2
JP3214760B2 JP18240993A JP18240993A JP3214760B2 JP 3214760 B2 JP3214760 B2 JP 3214760B2 JP 18240993 A JP18240993 A JP 18240993A JP 18240993 A JP18240993 A JP 18240993A JP 3214760 B2 JP3214760 B2 JP 3214760B2
Authority
JP
Japan
Prior art keywords
layer
waterproofing
resin
epoxy
coating
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 - Fee Related
Application number
JP18240993A
Other languages
Japanese (ja)
Other versions
JPH0734612A (en
Inventor
英一 山崎
正一 荒関
清秀 大島
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.)
Mitsui Chemicals Inc
Original Assignee
Mitsui Chemicals Inc
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Filing date
Publication date
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Priority to JP18240993A priority Critical patent/JP3214760B2/en
Publication of JPH0734612A publication Critical patent/JPH0734612A/en
Application granted granted Critical
Publication of JP3214760B2 publication Critical patent/JP3214760B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は建築物、構築物の被覆構
法に関し、特に屋上防水を施工する際に通気性のある樹
脂モルタル層を設けることによる防水層のフクレ防止な
どの耐久性向上、さらに仕上げ層を組み合わせた重歩行
用通気性防水構法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building and a method of covering a building, and more particularly to a method of improving the durability of a waterproof layer by providing a breathable resin mortar layer when roof waterproofing is performed. The present invention relates to a breathable waterproof construction method for heavy walking combining a finishing layer.

【0002】[0002]

【従来の技術】従来、建築物、構築物のコンクリ−トや
石材で代表される無機質表面に高分子系樹脂材料で被覆
施工を行うに当たり、その下地の水分及び揮発性蒸気な
どの影響による被覆材のフクレが、その機能、耐久性、
美観等に問題を及ぼして来た。この解決には下地の乾燥
などによる水分の完全な除去が要求されているが、新設
構築物でも気象状況や工期が十分に取れない養生不足、
またデッキプレ−ト上のコンクリ−ト打設のように水分
の除去に時間がかかる施工面などがあり、施工下地含有
水の完全な除去が不可能であった。また、従来の防水構
法はシンダ−コンクリ−トなどを押さえ保護層としたも
のが多く、特に重歩行用途にはこの構法が主流であり、
これらの押さえ保護層を下地とする改修には押さえ保護
層下に多量の水分を滞留している場合が多く下地含有水
分の完全な除去は不可能であった。
2. Description of the Related Art Conventionally, in coating an inorganic surface typified by a concrete or a stone of a building or a building with a polymer resin material, the coating material is affected by the moisture and volatile vapor of the base. Swelling, its function, durability,
It has caused problems with aesthetics. This solution requires complete removal of moisture by drying the groundwork, etc., but even with new construction, the weather conditions and construction period are not sufficient.
In addition, there is a construction surface which takes a long time to remove moisture, such as a concrete casting on a deck plate, and it is impossible to completely remove water contained in a construction base. In addition, conventional waterproofing construction methods often use a protective layer such as Cinder-Concrete, and this construction method is mainly used especially for heavy walking applications.
In the repairs using these press-protecting layers as a base, a large amount of water is often retained under the press-protecting layers, and it is impossible to completely remove the water contained in the base.

【0003】現在、コンクリ−ト構造建築に多用される
防水塗膜、床仕上げ塗膜などの材質は合成高分子材料を
主体とする機密性材料がほとんどで、施工下地がこれら
機密性材料で被覆されると、内部に含まれている水分の
散逸を阻害して密封状態となり、施工下地内に含まれて
いる水分や揮発性蒸気が温暖期、特に夏期には気化して
被覆材料と施工下地との接着面を押し上げ、塗膜のフク
レを代表例とする様々な悪影響をもたらすことが多くの
実例や文献で指摘され、解決の決め手を欠くのが現状で
ある。
At present, most of the materials such as waterproof coatings and floor finishing coatings, which are frequently used in concrete structures, are made of confidential materials mainly composed of synthetic polymer materials. If this is done, the dissipation of water contained inside will be impeded and a sealed state will be created, and the moisture and volatile vapors contained in the construction base will evaporate during the warm season, especially in the summer, and the coating material and the construction base will be vaporized. It has been pointed out in many examples and literatures that a variety of adverse effects such as swelling of the coating film are raised as a representative example, and there is currently no decisive solution.

【0004】[0004]

【発明が解決しようとする課題】屋上防水等のフクレ対
策として日本建築学会標準仕様書JASS8防水工事に
は「下張り緩衝材入り防水工法」が記載されている。該
工法は緩衝効果のほか通気効果があり、フクレ防止効果
も認められるが、緩衝材として用いられる材料の強度が
小さく、また浮かし張り工法のため歩行や重歩行用途へ
の適用ができない。また、特開昭61−45054号に
は塗膜の通気性断熱下地層として、内部を多孔質、表層
部を非透気・非透水性とされた粗粒の無機質断熱性骨材
粒と、展延性付与材としての無機質細粒と、高分子系ま
たは無期系結合剤との混合物からなる通気性断熱下地層
と脱気装置の組み合わせで、コンクリ−ト下地からの水
分を系外へ連続脱気させる方法が提案されている。しか
し、この通気性断熱下地層には特殊な内部多孔質、表層
非透気・非透水性の材料が使用され、その多孔質、もし
くは中空という構造上の点から、通気性断熱下地層は絶
対的に圧縮強度が不足している。従って、該通気性断熱
下地層の上に施工される塗膜型防水層の用途は非歩行又
は軽歩行用に限定されていた。一方、駐車場不足の問題
などから、建築、構築物屋上の有効利用がさけばれてい
る中、通気性能と圧縮強度を兼ね備えた車の走行にも耐
えうる重歩行防水構法の確立が望まれている。
As a countermeasure against blisters such as rooftop waterproofing, "Architectural Institute of Japan Standard Specification JASS8 waterproofing work" describes "waterproofing method with underlay cushioning material". This method has a ventilation effect in addition to a cushioning effect, and also has an effect of preventing blistering. However, the strength of the material used as a cushioning material is small, and it is not applicable to walking or heavy walking because of the floating construction method. Japanese Patent Application Laid-Open No. 61-45054 discloses, as a heat-insulating undercoat layer of a coating film, a coarse inorganic heat-insulating aggregate particle having a porous inside and a non-air-permeable and water-impermeable surface layer, Combination of a gas-permeable heat-insulating underlayer composed of a mixture of inorganic fine particles as a spreadability-imparting material and a polymer-based or non-permanent binder and a deaeration device continuously removes moisture from the concrete underlayer to the outside of the system. A way to care has been proposed. However, a special internal porous material and a surface non-permeable and non-permeable material are used for this air-permeable heat-insulating underlayer. Compressive strength is insufficient. Therefore, the application of the coating-type waterproof layer applied on the air-permeable heat-insulating base layer has been limited to non-walking or light walking. On the other hand, due to the problem of insufficient parking lots, etc., while the effective use of buildings and building roofs is being avoided, it is desired to establish a heavy walking waterproofing construction method that can withstand the traveling of cars with both ventilation performance and compressive strength. .

【0005】[0005]

【課題を解決するための手段】本発明者らは、通気性能
と圧縮強度を兼ね備えた車の走行にも耐えうる重歩行防
水構法について鋭意検討した結果、通気性と圧縮強度を
バランスさせる通気性樹脂モルタル層を作り、それに補
強材入り塗膜型防水層を組み合わせ、さらに重歩行に耐
える耐衝撃性、耐ひねり強度などを兼ね備えた非透水性
樹脂モルタル仕上層からなる3層構造の被覆構法を発明
した。
Means for Solving the Problems The present inventors have conducted intensive studies on a heavy walking waterproofing construction method having both ventilation performance and compressive strength and capable of withstanding the running of a car. Create a resin mortar layer, combine it with a waterproofing layer containing a reinforcing material, and apply a three-layer coating method consisting of a non-water-permeable resin mortar finish layer that has impact resistance and twist resistance to withstand heavy walking. Invented.

【0006】即ち本発明は、建築物、構築物の無機質表
面構成素材の被覆構法において、 1)第1層として熱硬化性樹脂1重量部に対して、無機
骨材を5〜12重量部混合した通気性樹脂モルタル下地
層を脱気装置と共に施工し、 2)第2層として補強材入り塗膜型防水層を施工し、 3)第3層として非透水性樹脂モルタル仕上層を施工す
る、ことから成ることを特徴とする、被施工面より発生
する水分・揮発性蒸気を連続脱気させる機能を持った、
重歩行用通気性防水構法である。本発明が適用される建
築物、構築物の無機質表面構成素材の例としては、現場
打ちコンクリ−ト(RC)、プレキャストコンクリ−ト
(PC),軽量発泡コンクリ−ト(ALC),モルタル
等、既存防水層の押さえ保護層としてのシンダ−コンク
リ−ト等、御影石、タイル、レンガ等が挙げられる。
That is, the present invention relates to a method for coating an inorganic surface constituent material of a building or a building. 1) As a first layer, 5 to 12 parts by weight of an inorganic aggregate is mixed with 1 part by weight of a thermosetting resin. A base layer of a permeable resin mortar is installed together with a deaerator, 2) a waterproof coating layer containing a reinforcing material is applied as a second layer, and 3) a non-permeable resin mortar finish layer is applied as a third layer. With the function of continuously degassing moisture and volatile steam generated from the work surface, characterized by comprising
It is a breathable waterproof construction method for heavy walking. Examples of inorganic surface constituent materials of buildings and structures to which the present invention is applied include existing cast-in-place concrete (RC), precast concrete (PC), lightweight foam concrete (ALC), mortar, and the like. Cinder-concrete, granite, tile, brick, etc., as a pressing protective layer of the waterproof layer.

【0007】第1層の通気性樹脂モルタル下地層(以
下、下地層という。)に適用可能な熱硬化性樹脂として
は、通常、不飽和ポリエステル樹脂、ウレタン樹脂、エ
ポキシ樹脂等が使用できる。特に好ましくはエポキシ樹
脂で、1成分中に少くとも2個以上のエポキシ基を有す
る熱硬化性エポキシ系樹脂とエポキシ用硬化剤とから成
る。エポキシ樹脂としては、例えばエ−テル型のビスフ
ェノ−ル型エポキシ樹脂、ノボラック型エポキシ樹脂、
ポリフェノ−ル型エポキシ樹脂、脂肪族型エポキシ樹
脂、エステル系の芳香族エポキシ樹脂、環状脂肪族エポ
キシ樹脂、エ−テル・エステル型エポキシ樹脂があり、
エポキシ用硬化剤としては一般的にアミン系硬化剤が用
いられ、例えば脂肪族アミン、芳香族アミン、ポリアミ
ド、複素環状アミン等があげられる。これらのエポキシ
樹脂は、施工性を勘案して反応性希釈剤で希釈し、樹脂
粘度の調整及び硬化速度の調整も行うことができる。ま
た、施工下地となる無機質の種類によりエポキシシラ
ン、アミノシラン等のシランカップリング剤等を、接着
付与剤として添加することもできる。本発明に使用され
る無機骨材は比較的粒径のそろったものが適当で、例え
ば、珪砂、球形骨材、ガラスビ−ズ、セラミック珪砂な
どがある。経済性及び市場入手性の点から珪砂が好まし
く、2〜8号珪砂が使用でき、とりわけ、3〜5号珪砂
が好ましい。骨材と熱硬化性樹脂との配合比は重量比に
して、樹脂:骨材=1:5〜1:12程度が適当であ
る。配合比が樹脂:骨材=1:12を超えると通気性能
は向上するが、重歩行に求められる圧縮強度に満たな
い。また、1:5未満になると通気性を著しく損ねる。
脱気装置としては、すべての公知の市販品を用いること
ができる。
As the thermosetting resin applicable to the first layer of the air-permeable resin mortar base layer (hereinafter referred to as the base layer), generally, an unsaturated polyester resin, a urethane resin, an epoxy resin or the like can be used. Particularly preferred is an epoxy resin, which comprises a thermosetting epoxy resin having at least two epoxy groups in one component and a curing agent for epoxy. As the epoxy resin, for example, ether type bisphenol type epoxy resin, novolak type epoxy resin,
There are polyphenol type epoxy resin, aliphatic type epoxy resin, ester type aromatic epoxy resin, cycloaliphatic epoxy resin, ether ester type epoxy resin,
As the epoxy curing agent, an amine curing agent is generally used, and examples thereof include aliphatic amines, aromatic amines, polyamides, and heterocyclic amines. These epoxy resins can be diluted with a reactive diluent in consideration of workability, and can also adjust the viscosity of the resin and the curing speed. In addition, a silane coupling agent such as epoxy silane or amino silane may be added as an adhesion-imparting agent, depending on the type of inorganic material to be used as a base material for construction. The inorganic aggregate used in the present invention preferably has a relatively uniform particle size, and examples thereof include silica sand, spherical aggregate, glass beads, and ceramic silica sand. Silica sand is preferred from the viewpoint of economic efficiency and market availability, and No. 2 to 8 silica sand can be used, and particularly, No. 3 to 5 silica sand is preferable. It is appropriate that the mixing ratio of the aggregate and the thermosetting resin is about 1: 5 to 1:12 in terms of weight ratio. When the compounding ratio exceeds resin: aggregate = 1: 12, the ventilation performance is improved, but the compression strength required for heavy walking is insufficient. On the other hand, when the ratio is less than 1: 5, the air permeability is significantly impaired.
As the deaerator, all known commercially available products can be used.

【0008】第2層の塗膜型防水層(以下、防水層とい
う。)に用いられる塗膜型防水材としては、一般に市販
されているJISA6021「屋根用塗膜防水材」に記
載されているウレタンゴム系、アクリルゴム系、クロロ
プレン系及びゴムアスファルト系防水材などのほか、軟
質不飽和ポリエステル樹脂防水材を用いる事ができる
が、防水層に及ばされる引張り、圧縮等の防水層破壊エ
ネルギ−に耐えられる機械的強度と柔軟性を兼ね備えた
軟質不飽和ポリエステル樹脂防水材が好ましい。軟質不
飽和ポリエステル樹脂防水材とは、不飽和ポリエステル
と不飽和単量体よりなる不飽和ポリエステル樹脂であ
り、その不飽和ポリエステルの末端不飽和酸含有量が全
てのカルボン酸化合物に対し1〜25モル%で、該不飽
和酸がモノカルボン酸であり、かつ8モル%以下の不飽
和酸を鎖中に含有する組成物などをいう。軟質不飽和ポ
リエステル樹脂防水材は通常の方法で有機過酸化物開始
剤を用いて硬化させることができる。例えば、メチルエ
チルケトンパ−オキサイド硬化剤を用いた場合、0℃近
くの低い温度でも短時間に硬化する。また、空気中の酸
素により硬化妨害を受けやすい場合には、活性イソシア
ネ−ト化合物を加えるとよい。
[0008] A coating film-type waterproofing material used for the second coating film-type waterproofing layer (hereinafter referred to as a waterproofing layer) is described in JISA6021 "coating film waterproofing material for roof" which is generally commercially available. In addition to urethane rubber-based, acrylic rubber-based, chloroprene-based and rubber asphalt-based waterproofing materials, a soft unsaturated polyester resin waterproofing material can be used. A soft unsaturated polyester resin waterproofing material having both mechanical strength and flexibility to withstand water is preferred. The soft unsaturated polyester resin waterproofing material is an unsaturated polyester resin comprising an unsaturated polyester and an unsaturated monomer, and the terminal unsaturated acid content of the unsaturated polyester is 1 to 25 with respect to all carboxylic acid compounds. In terms of mole%, the composition refers to a composition or the like in which the unsaturated acid is a monocarboxylic acid and contains not more than 8 mole% of an unsaturated acid in the chain. The soft unsaturated polyester resin waterproofing material can be cured using an organic peroxide initiator in a usual manner. For example, when a methyl ethyl ketone peroxide curing agent is used, it cures in a short time even at a low temperature near 0 ° C. If the curing is easily hindered by oxygen in the air, an active isocyanate compound may be added.

【0009】第2層の防水層に用いられる補強材は、防
水用塗膜材と併用して防水層を補強する材料で、防水材
となじみよく一体化して補強効果を有し、寸法安定性に
優れ、施工に支障ないもので、通常ポリエステルなどの
繊維製品が用いられる。第3層に用いられる非透水性樹
脂モルタル仕上層(以下、仕上層という。)としては車
の走行、高荷重に耐えうる材質であれば使用でき、例え
ば道路等に使用されている各種グレードのアスファルト
コンクリ−トや、エポキシ樹脂、不飽和ポリエステル樹
脂等の熱硬化性樹脂と無機骨材を、樹脂:骨材=1:1
〜1:4程度に混合した非透水性樹脂モルタルなどがあ
げられる。
The reinforcing material used for the second waterproofing layer is a material that reinforces the waterproofing layer in combination with the waterproofing coating material, has a reinforcing effect by being integrated well with the waterproofing material, and has dimensional stability. Excellent in construction and does not hinder construction, and usually, fiber products such as polyester are used. A non-water-permeable resin mortar finishing layer (hereinafter referred to as a finishing layer) used for the third layer can be made of any material that can withstand the running of a car and a high load. For example, various grades used for roads and the like can be used. Thermosetting resin such as asphalt concrete, epoxy resin, unsaturated polyester resin and inorganic aggregate, resin: aggregate = 1: 1
Water-impermeable resin mortar mixed to about 1: 4.

【0010】このようにして形成される本発明の通気機
能を持ち、かつ耐衝撃、耐磨耗性能を有する防水構法の
代表的施工法について説明する。第1層の下地層の施工
方法は、所定配合に混合された熱硬化性樹脂と骨材を混
合し、混合物を金ゴテで敷きならす。必要により粘着性
を与えるために予め熱硬化性樹脂をコンクリ−ト床板面
に金ゴテ、ロ−ラ−、刷毛などで塗布しても良い。平滑
性を要求する場合にはプラスチックロ−ラ−などの展圧
器具で平坦に押さえることもできる。熱硬化性樹脂が硬
化し、人が乗れる状態に達したら不飽和ポリエステル樹
脂などの塗膜型防水材に補強材を入れて塗布成膜硬化さ
せ防水層を形成し、さらに仕上層を形成する。 また、
塗膜となるべき塗材を施工するに際し、塗材を本発明第
1層の表面に直接塗布する方法に代えてその表面にペ−
スト状その他の目止め材料で目止め塗膜を施した後、防
水塗膜を設けても良い。下地調整層施工面の端末に公知
の脱気装置を設置することにより、水分、揮発性蒸気、
湿気の有効脱気、散逸を促進する効果がある。これら各
々の施工法に関し、本発明の趣旨を損なわない範囲で任
意の施工方法を用いることができる。
A description will be given of a typical construction method of a waterproof construction method having the ventilation function of the present invention and having impact resistance and abrasion resistance performance thus formed. The method of applying the first base layer is to mix a thermosetting resin and an aggregate mixed in a predetermined composition, and spread the mixture with a gold iron. If necessary, a thermosetting resin may be applied to the surface of the concrete floor plate in advance with a gold iron, a roller, a brush or the like in order to impart tackiness. When smoothness is required, it can be pressed flat with a rolling device such as a plastic roller. When the thermosetting resin hardens and reaches a state where a person can ride on it, a reinforcing material is put into a coating type waterproof material such as an unsaturated polyester resin, and the applied film is hardened to form a waterproof layer, and further a finishing layer is formed. Also,
When applying a coating material to be a coating film, a coating material is applied to the surface of the first layer of the present invention instead of directly applying the coating material to the surface of the first layer.
After applying the sealing film with a strike-like or other sealing material, a waterproof coating film may be provided. By installing a known deaerator at the terminal of the base adjustment layer construction surface, moisture, volatile steam,
It has the effect of promoting effective degassing and dissipation of moisture. With respect to each of these construction methods, any construction method can be used without departing from the spirit of the present invention.

【0011】[0011]

【作用】コンクリ−ト下地などの床板面より発生する水
分、揮発性蒸気が、熱硬化性樹脂と無機骨材から形成さ
れた第1層通気性樹脂モルタル内の骨材間間隙を通じて
四方に拡散し、必要に応じて設置された脱気装置から連
続排気する。この機能により発生する水蒸気圧力を分散
消滅させるもので、フクレに関する下地層の要因を解消
し、塗膜の接着性能を損なう事なく保持することができ
る。また、この第1層の通気性樹脂モルタル表層の骨材
間間隙に第2層の防水層が食い込み接着面積を拡大し、
かつ凸凹構造によるアンカー効果により通常の数倍の密
着力を与えることができる。本発明の第1層は通気機能
を持たせる事で失われやすい圧縮強度を十分に配慮した
重歩行型の高強度通気性樹脂モルタルである。圧縮強度
をバランスさせた第1層の下地層の上に第2層の防水層
を施工し、最後に第3層の重歩行対応の非透水性樹脂モ
ルタル仕上層を施工した3層構造の構法とするものであ
る。
[Function] Moisture and volatile vapor generated from the floor plate surface such as a concrete base are diffused in all directions through a gap between aggregates in a first layer air-permeable resin mortar formed of a thermosetting resin and an inorganic aggregate. Then, the air is continuously exhausted from the deaerator installed as needed. This function disperses and eliminates the water vapor pressure generated by this function, so that the cause of the underlayer relating to blisters can be eliminated and the adhesion performance of the coating film can be maintained without being impaired. Also, the second waterproof layer cuts into the gap between the aggregates on the surface of the first layer of the breathable resin mortar, thereby enlarging the adhesive area,
In addition, the anchoring effect of the uneven structure can provide an adhesive force several times higher than usual. The first layer of the present invention is a heavy-walking type high-strength breathable resin mortar that sufficiently considers the compressive strength that is easily lost by providing a ventilation function. A three-layer construction method in which a second waterproof layer is applied on the first underlayer with balanced compressive strength, and a third non-permeable resin mortar finish layer for heavy walking is finally applied. It is assumed that.

【0012】[0012]

【実施例】以下、実施例を挙げて、本発明を具体的に説
明する。 実施例1 第1層(下地層)に熱硬化性樹脂としてエポキシ樹脂
を、第2層(防水層)に軟質不飽和ポリエステル樹脂
を、それぞれ使用した。JISコンクリ−ト平板(30
0×300×60mm)を、80℃乾燥機中で24時間乾
燥後、20−60℃恒温恒湿室で24時間養生したもの
を下地とした。その下地に熱硬化性エポキシ樹脂と硬化
剤を所定量混合した混合液を刷毛で0.1kg/m2量塗布
し、直後、該エポキシ混合液に対して8倍量の4号珪砂
を加え、攪拌混合した樹脂モルタルを金ゴテで厚み5mm
に塗設しプラスチックロ−ラ−で平坦に押さえた。6時
間後、軟質不飽和ポリエステル防水材に硬化剤(メチル
エチルケトンパ−オキサイド)を配合した塗膜材を2.
5kg/m2量塗布し、その時に補強材を組み入れ一体硬化
させた。硬化後さらに一般舗装用アスファルトコンクリ
−トを30mm打設した。他に、下地層の通気性を確認す
るため、日本建築学会標準仕様書JASS8防水工事
「メンブレン防水層の性能評価試験方法」下地との間の
通気抵抗試験に準じた試験体を上記工法で製作した。ま
た、第1層(下地層)のみの圧縮強度を測定するため4
cm2 ×4cm2 ×4cm2 の型枠に離型剤を塗布して上記樹
脂モルタルを型枠内に充填し20℃で72時間の養生後
脱型し供試体とし、以下の評価試験を行い、結果を表1
に示した。
The present invention will be specifically described below with reference to examples. Example 1 An epoxy resin was used as a thermosetting resin for the first layer (base layer), and a soft unsaturated polyester resin was used for the second layer (waterproof layer). JIS concrete flat plate (30
(0 × 300 × 60 mm) was dried in an 80 ° C. drier for 24 hours, and then cured in a 20-60 ° C. constant temperature and humidity chamber for 24 hours as a base. A 0.1 kg / m 2 amount of a mixed solution obtained by mixing a predetermined amount of a thermosetting epoxy resin and a hardening agent is applied to the base with a brush, and immediately thereafter, an 8 times amount of silica sand is added to the epoxy mixed solution, Stir and mix the resin mortar with a gold iron 5mm
And pressed flat with a plastic roller. After 6 hours, a coating material obtained by blending a curing agent (methyl ethyl ketone peroxide) with a soft unsaturated polyester waterproofing material is used.
5 kg / m 2 was applied, and at that time, a reinforcing material was incorporated and cured integrally. After curing, asphalt concrete for general pavement was further poured in at 30 mm. In addition, in order to confirm the air permeability of the underlayer, a test piece conforming to the ventilation resistance test between the underlayer and the above method is manufactured in accordance with the Architectural Institute of Japan standard specification JASS8 waterproofing work "Test method for evaluating the performance of the membrane waterproof layer". did. Further, since the compressive strength of only the first layer (underlying layer) is measured,
cm 2 × 4cm 2 × was applied to the mold of 4 cm 2 the release agent was cured after demolding for 72 hours filled 20 ° C. in a mold the resin mortar and specimen, evaluated the following tests Table 1 shows the results.
It was shown to.

【0013】使用材料、配合は次の通りである。 (a) 第1層(下地層):結合剤/熱硬化性エポキシ樹脂(旭電化(株)製、EP −4200)、硬化剤(旭電化(株)製、EH−220) (b) 〃 :無機骨材/乾燥珪砂(多治見産)4号珪砂 (c) 〃 :配合比/ (a):(b)=1:6(重量比) (d) 第2層(防水層):軟質不飽和ポリエステル樹脂防水材(三井東圧化学(株 )製、MTフレックスDN−2) (e) 第3層(仕上層):一般舗装用アスファルト・コンクリ−ト また、評価、測定方法は次の通りである。 1.高温時の表面観察 実施例1で製作した下地層上に防水層、仕上層を塗布硬
化させた供試体を高温乾燥機内で、110℃×3時間、
暴露し防水層のフクレを観察する。 2.付着強さ JIS−A−5340「歩道用コンクリ−ト平板」に規
定されている平板上にこの配合物を厚み5.0mmに塗設
し、さらに防水塗膜を塗布硬化、仕上げ層を組み合わせ
た供試体に4cm×4cmの接着面積を有する鉄製アタッチ
メントを貼りつけ、アタッチメントを50mm/分の速度
で引っ張り、最大荷重を求め、接着面積で除して付着強
さ(kgf /cm2 )とした。 3.圧縮強度 JIS−A−1182「ポリエステルレジンコンクリ−
トの圧縮強度試験方法」に準拠し供試体のサイズは4cm
×4cm×4cmの角柱に切り出し、JIS−B−7733
に規定された圧縮試験機を使用して測定し、供試体の断
面積より最大荷重を算出し、圧縮強度150kgf /cm2
以上を合格とした。 4.通気性試験 JASS8下地との間の通気抵抗試験方法により、1m
Aqの圧力空気を試験体の送気口から送り、微小流量計
により1分当たりの流出空気量を読み取り流出量の平均
値を算出し、1リットル/分以上の流出で通気有りと判
断した。
The materials used and the composition are as follows. (a) First layer (underlayer): binder / thermosetting epoxy resin (EP-4200, manufactured by Asahi Denka Co., Ltd.), curing agent (EH-220, manufactured by Asahi Denka Co., Ltd.) (b) : Inorganic aggregate / Dry silica sand (Tajimi product) No.4 silica sand (c) 〃: Mixing ratio / (a) :( b) = 1: 6 (weight ratio) (d) Second layer (waterproof layer): Soft Saturated polyester resin waterproofing material (MT Flex DN-2, manufactured by Mitsui Toatsu Chemicals, Inc.) (e) Third layer (finishing layer): Asphalt concrete for general pavement The evaluation and measurement methods are as follows. It is. 1. Surface Observation at High Temperature A specimen having a waterproof layer and a finishing layer applied and cured on the base layer manufactured in Example 1 was heated at 110 ° C. for 3 hours in a high-temperature dryer.
Exposure and observe the blisters on the waterproof layer. 2. Adhesion strength This composition was applied to a thickness of 5.0 mm on a flat plate specified in JIS-A-5340 "Concrete flat plate for sidewalk", and a waterproof coating film was applied and cured, and a finishing layer was combined. An iron attachment having an adhesion area of 4 cm × 4 cm was attached to the specimen, the attachment was pulled at a speed of 50 mm / min, the maximum load was determined, and divided by the adhesion area to obtain the adhesion strength (kgf / cm 2 ). 3. Compressive strength JIS-A-1182 "Polyester resin concrete
Test specimen size is 4cm
Cut out into a square prism of 4cm x 4cm, JIS-B-7733
The maximum load was calculated from the cross-sectional area of the specimen, and the compressive strength was 150 kgf / cm 2
The above was passed. 4. Permeability test According to the test method for air permeability between JASS8 base and 1 m
The pressure air of Aq was sent from the air inlet of the test body, the amount of outflow air per minute was read by a minute flow meter, and the average value of outflow was calculated.

【0014】実施例2 第1層の無機骨材を5号珪砂とした以外は、実施例1と
同様に行い、その結果を表1に示した。
Example 2 The procedure of Example 1 was repeated except that the first layer of inorganic aggregate was No. 5 silica sand, and the results are shown in Table 1.

【0015】実施例3 第1層の無機骨材をセラミック珪砂とし、仕上層に不飽
和ポリエステル樹脂と4号珪砂を混合した非透水性樹脂
モルタルを用いた以外は、実施例1と同様に行い、その
結果を表1に示した。
Example 3 The same procedure as in Example 1 was carried out except that the inorganic aggregate of the first layer was ceramic silica sand and the finishing layer was a non-permeable resin mortar obtained by mixing an unsaturated polyester resin and No. 4 silica sand. The results are shown in Table 1.

【0016】実施例4 第1層の無機骨材として4号珪砂を使用し、配合比(c)
を、(a):(b)=1:6にした他は実施例1と同様に行い、
その結果を表1に示した。
Example 4 No. 4 silica sand was used as the inorganic aggregate of the first layer, and the mixing ratio (c)
Was performed in the same manner as in Example 1 except that (a) :( b) = 1: 6,
The results are shown in Table 1.

【0017】比較例1 第1層の無機骨材として4号珪砂を使用し、配合比(c)
を、(a):(b)=1:4にした以外は実施例4と同様に行
い、その結果を表1に示した。
Comparative Example 1 No. 4 silica sand was used as the inorganic aggregate of the first layer, and the compounding ratio (c)
Was performed in the same manner as in Example 4 except that (a) :( b) = 1: 4, and the results are shown in Table 1.

【0018】比較例2 第1層の無機骨材として4号珪砂を使用し、配合比(c)
を、(a):(b)=1:13にした以外は実施例4と同様に行
い、その結果を表1に示した。
Comparative Example 2 No. 4 silica sand was used as the inorganic aggregate of the first layer, and the compounding ratio (c)
Was performed in the same manner as in Example 4 except that (a) :( b) = 1: 13, and the results are shown in Table 1.

【0019】[0019]

【0020】[0020]

【0021】[0021]

【表1】 [Table 1]

【0022】[0022]

【発明の効果】表1の結果から、下地層はコンクリ−ト
からの水分、蒸気その他の揮発成分を気化して、四方に
拡散する効果があることがわかる。この結果、コンクリ
−トからの水分、水蒸気はその圧力が塗膜の一点に集中
することが無く、塗膜のフクレが発生する危険性は根絶
された。また、この下地層に圧縮強度を与えたことか
ら、用途展開の可能性が広がった。例えば都市部の駐車
場確保が困難な地域での建築物、構築物の屋上駐車場用
途への使用が可能となった。
From the results shown in Table 1, it can be seen that the underlayer has the effect of vaporizing moisture, vapor and other volatile components from the concrete and diffusing it in all directions. As a result, the pressure of water and water vapor from the concrete did not concentrate on one point of the coating film, and the danger of blistering of the coating film was eliminated. In addition, since the underlayer was given a compressive strength, the possibility of application development was widened. For example, it has become possible to use buildings and structures for rooftop parking in areas where it is difficult to secure a parking lot in an urban area.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭61−45054(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04D 7/00 E04D 11/00 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-61-45054 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E04D 7/00 E04D 11/00

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建築物、構築物の無機質表面構成素材の
被覆構法において、1)第1層として、熱硬化性樹脂1
重量部に対して、硅砂、球形骨材、ガラスビーズ、セラ
ミック硅砂から選ばれる少なくとも一つの無機骨材を5
〜12重量部混合した通気性樹脂モルタル下地層を脱気
装置と共に施工し、 2)第2層として補強材入り塗膜型防水層を施工し、 3)第3層として非透水性樹脂モルタル仕上層を施工す
る、 ことから成ることを特徴とする、被施工面より発生する
水分・揮発性蒸気を連続脱気させる機能を持った、重歩
行用通気性防水構法。
1. A coating method for a building or an inorganic surface constituent material of a building, 1) as a first layer, a thermosetting resin 1
For parts by weight, silica sand, spherical aggregate, glass beads,
At least one inorganic aggregate selected from Mick silica sand
下地 12 parts by weight of a permeable resin mortar base layer mixed with a deaerator, 2) a coating-type waterproof layer containing a reinforcing material as a second layer, 3) non-water-permeable resin mortar finish as a third layer A breathable waterproofing method for heavy walking, which has a function to continuously deaerate moisture and volatile steam generated from the surface to be processed, characterized by comprising the steps of:
【請求項2】 熱硬化性樹脂が、不飽和ポリエステル樹
脂、ウレタン樹脂およびエポキシ樹脂から選ばれる少な
くとも1種の熱硬化性樹脂である請求項1記載の重歩行
用通気性防水構法。
2. The breathable waterproof structure for heavy walking according to claim 1, wherein the thermosetting resin is at least one thermosetting resin selected from unsaturated polyester resins, urethane resins and epoxy resins.
【請求項3】 熱硬化性樹脂が、1分子中に少なくとも
2個のエポキシ基を有するエポキシ樹脂とエポキシ用硬
化剤とからなるものである請求項1記載の重歩行用通気
性防水構法。
3. The breathable waterproof structure for heavy walking according to claim 1, wherein the thermosetting resin comprises an epoxy resin having at least two epoxy groups in one molecule and a curing agent for epoxy.
【請求項4】 補強材入り塗膜型防水層に用いる塗膜型
防水材が、軟質不飽和ポリエステル樹脂防水材である請
求項1〜3のいずれか1項に記載の重歩行用通気性防水
構法。
4. The breathable waterproofing for heavy walking according to any one of claims 1 to 3 , wherein the coating type waterproofing material used for the coating type waterproofing layer containing a reinforcing material is a soft unsaturated polyester resin waterproofing material. Construction method.
JP18240993A 1993-07-23 1993-07-23 Breathable waterproof construction for heavy walking Expired - Fee Related JP3214760B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18240993A JP3214760B2 (en) 1993-07-23 1993-07-23 Breathable waterproof construction for heavy walking

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18240993A JP3214760B2 (en) 1993-07-23 1993-07-23 Breathable waterproof construction for heavy walking

Publications (2)

Publication Number Publication Date
JPH0734612A JPH0734612A (en) 1995-02-03
JP3214760B2 true JP3214760B2 (en) 2001-10-02

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ID=16117797

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Country Link
JP (1) JP3214760B2 (en)

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Publication number Priority date Publication date Assignee Title
CN114382055B (en) * 2022-02-24 2023-06-02 国网新源控股有限公司 Asphalt concrete sliding joint structure and construction process

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