JPH0249064A - Self-leveling material - Google Patents

Self-leveling material

Info

Publication number
JPH0249064A
JPH0249064A JP17129088A JP17129088A JPH0249064A JP H0249064 A JPH0249064 A JP H0249064A JP 17129088 A JP17129088 A JP 17129088A JP 17129088 A JP17129088 A JP 17129088A JP H0249064 A JPH0249064 A JP H0249064A
Authority
JP
Japan
Prior art keywords
self
leveling
epoxy resin
leveling material
normal temperature
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
JP17129088A
Other languages
Japanese (ja)
Other versions
JPH0635335B2 (en
Inventor
Fumio Asakawa
文男 浅川
Masayuki Numazawa
沼沢 正幸
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.)
Aica Kogyo Co Ltd
Original Assignee
Aica Kogyo 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 Aica Kogyo Co Ltd filed Critical Aica Kogyo Co Ltd
Priority to JP63171290A priority Critical patent/JPH0635335B2/en
Publication of JPH0249064A publication Critical patent/JPH0249064A/en
Publication of JPH0635335B2 publication Critical patent/JPH0635335B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Epoxy Resins (AREA)

Abstract

PURPOSE:To obtain a self-leveling synthetic resin material having high strength, light weight and excellent applicability and useful for the leveling of bed concrete of building, storehouse, etc., by adding a specific amount of powder of light-weight aggregate to an epoxy resin. CONSTITUTION:The objective self-leveling material is produced by compounding (A) 100 pts.wt. of an epoxy resin (preferably a bisphenol A epoxy resin, etc., which is liquid at normal temperature) with (B) 5-80 pts.wt. of powder of light- weight aggregate having particle diameter of 20-500mum and an oil absorption of <=0.05 and composed of two or more kinds of components having a specific gravity of >=1.1 and of <=1.0 (composed mainly of silica, alumina, etc.) and (C) a curing agent, preferably amines having low viscosity (preferably <=1,000cps at normal temperature) and curable at normal temperature (e.g., diethylenetriamine or triethylenetetramine) and, as necessary, (D) a defoaming agent, a surfactant, a filler, etc.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、ビル及び倉庫等の下地コンクリートの不陸調
整(レベリング)に用いる合成樹脂系セル7レベリング
材(以下SL材と略す。)の組成に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a synthetic resin cell 7 leveling material (hereinafter abbreviated as SL material) used for leveling the base concrete of buildings and warehouses. Concerning composition.

〔従来の技術〕[Conventional technology]

従来、前記のレベリング材としては、石膏系あるいはセ
メント系O8L材で、施行にあたっては、10〜30m
の厚付けが通例であり、強度、重量などで糧々の問題が
ありた。
Conventionally, the leveling material used is gypsum-based or cement-based O8L material, and the leveling material used is 10 to 30 m.
It is customary to use a thick layer, which poses serious problems in terms of strength, weight, etc.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

従来のSL材では、特に石膏系あるいはセメント系の8
L材では、一般にその圧縮強度は100に9f/d前後
であシ、下地材のコンクリートの圧縮強度、250〜a
 o o kgfyciと比較して4〜/3程度であシ
、定点で荷重が長期に亘ってかかった場合、凹みが発生
するような障害がありた。更に塗布厚味が、前記のよう
に10〜3011gと、厚付けが必要であり、昨今の高
層ビルなどに施行された場合には、SL材による重量増
加が、ビル全体の重量増加となり、更に大きな曲げ強度
等を有する梁等が必要となり、その結果建築コストの上
昇の原因ともなる。また既存の建物に施行された場合に
は、梁等に余分な負荷がかか)、耐久面で問題を残す。
Conventional SL materials, especially gypsum-based or cement-based 8
Generally, the compressive strength of L material is around 100 to 9 f/d, and the compressive strength of the concrete as the base material is 250 to a
It was about 4 to 3/3 compared to o o kgfyci, and there were problems such as denting when a load was applied at a fixed point for a long period of time. Furthermore, the thickness of the coating must be 10 to 3011 g as mentioned above, and when applied to modern high-rise buildings, the weight increase due to the SL material increases the weight of the entire building. Beams and the like having high bending strength are required, which results in an increase in construction costs. Furthermore, if applied to an existing building, extra loads will be placed on beams, etc.), leaving problems in terms of durability.

その他、金属部の錆も問題となりているO 本発明は、強度に優れ、軽量であり、更に、よシ軽量に
するために薄く塗布しても外観仕上シ状態が良好で、施
行性に優れた合成樹脂系SL材を提供することを目的と
している。
In addition, rust on metal parts is also a problem.The present invention has excellent strength and is lightweight, and even when applied thinly to make it even lighter, it has a good external finish and is easy to apply. The purpose of this research is to provide a synthetic resin-based SL material that has the same characteristics as those described above.

c問題を解決するための手段〕 前記目的を達成するために、本発明のSL材においては
、合成樹脂に硬化収縮率の小さ込エポキシ樹脂を用い、
該エポキシ樹脂に軽量骨材を混入せしめるのが好ましい
Means for Solving Problem c] In order to achieve the above object, in the SL material of the present invention, an epoxy resin with a small curing shrinkage rate is used as the synthetic resin,
Preferably, the epoxy resin is mixed with lightweight aggregate.

本発明において使用されるエポキシ樹脂としては、ビス
フェノールA、ビスフェノールF型の常温において液状
のエポキシ樹脂で、硬化剤とじてはジエチレントリア電
ン、トリエチレンナト2ミンなど常温で1000 cp
s (センチボイズ)以下の低粘度で常温硬化するアミ
ン類が好ましい。
The epoxy resin used in the present invention is a bisphenol A or bisphenol F type epoxy resin that is liquid at room temperature, and the curing agent is diethylenetriane, triethylenenatodimine, etc.
Amines that have a low viscosity of s (centivoids) or less and cure at room temperature are preferred.

軽量骨材としてはシリカ、アルミナなど無機質を主体と
するもので、以下のような性状を有するもOが好ましい
The lightweight aggregate is mainly composed of inorganic materials such as silica and alumina, and preferably O has the following properties.

(1)粒子径が20−4500μ(ミクロン)の微小球
形である;20μ以下では調合液が増粘してテクソトロ
ビック性が増加し、セルフレベリング性(7四−値で示
される。)が悪くなシ、逆に500μ以上では施行後の
外観仕上シ状態が粗くなるという難点がある。
(1) The particle size is microspherical with a diameter of 20-4500μ (microns); if it is less than 20μ, the viscosity of the preparation increases, the textotropic property increases, and the self-leveling property (indicated by a 74-value) decreases. On the other hand, if the thickness is 500μ or more, the external finish after application will be rough.

(2)吸油量が0,05以下である;吸油量0305以
下の軽量骨材を使用することKよシ、骨材を多量に添加
してもセルフレベリング性が良好で、樹脂液中に骨材を
多量に混入させることができ、その結果、更に硬化収縮
率の小さい軽量なSL材が得られやすい。ここで吸油量
とは、調整された骨材がパテ状になるまでの油O適下量
で、軽量骨材の容量(co)に対する7マ二油の滴下量
(cc)で示される0 (3)比重が1.1以上のものと、1.O以下のものと
、2種類以上で構成されている;比重の高いものと、低
いものが樹脂液中で分離しながら流動するため、セルフ
レベリング性が良くなシ、下地コンクリートの凹凸を吸
収して、良好な外観仕上り状態が得られやすい利点があ
る。
(2) Oil absorption is 0.05 or less; use lightweight aggregate with an oil absorption of 0.305 or less.Also, even if a large amount of aggregate is added, self-leveling properties are good, and bones in the resin liquid are As a result, it is easy to obtain a lightweight SL material with a smaller curing shrinkage rate. Here, oil absorption is the amount of oil O added until the adjusted aggregate becomes putty-like, and is expressed as the amount of 7-mill oil dripped (cc) relative to the volume (co) of the lightweight aggregate. 3) Those with a specific gravity of 1.1 or more; 1. It is composed of two or more types, including those with a specific gravity of less than This has the advantage that it is easy to obtain a good external finish.

本発明において使用される軽量骨材の市販例としては、
昭和電工(株)ニジ璽つバルーンBS、日本フィライト
(株):フィライト、旭硝子(株ン:Q−CE L、住
友金属鉱山(株):上2ボール、日本シリカニ業(株)
;ガラスマイクロバルーン、ZEELAN INDUS
TRIES INC,:ZEEO8PHER8などがあ
る。
Commercially available examples of lightweight aggregates used in the present invention include:
Showa Denko Co., Ltd. Rainbow Balloon BS, Nippon Philite Co., Ltd.: Fillite, Asahi Glass Co., Ltd.: Q-CE L, Sumitomo Metal Mining Co., Ltd.: Upper 2 Ball, Nippon Silikani Co., Ltd.
;Glass micro balloon, ZEELAN INDUS
TRIES INC, :ZEEO8PHER8, etc.

その他派加物として、消泡剤、フローを良くするための
界面活性剤、珪石粉などの充填材、ブチルグリシジルエ
ーテル、0−クレシルグリシジルエーテル、p −te
rt、 7’テルフエニルグリシジル、1.4−ブタン
ジオールジグリシジルエーテル等の反応性希釈剤、ある
いはDOP、DBP、ベンジルアルコール、高沸点芳香
族炭化水素化合物、キシレン樹脂等の非反応性希釈剤が
用いられてもよい。
Other additives include antifoaming agents, surfactants to improve flow, fillers such as silica powder, butyl glycidyl ether, 0-cresyl glycidyl ether, p-te
rt, 7'terphenylglycidyl, 1,4-butanediol diglycidyl ether, or non-reactive diluents such as DOP, DBP, benzyl alcohol, high-boiling aromatic hydrocarbon compounds, xylene resin, etc. may be used.

〔実施例〕〔Example〕

本発明におけるセルフレベリング材は図1のように下地
コンクリート(1)Kアイカニ業(株)製ジ冒すエース
JE−50のようなエポキシ樹脂系プライマ−(2)を
介して1字状塗布器などの撒布器を用いて塗布され、硬
化後、7リ一アクセスフロアー塩ビ長尺シート、塩ビタ
イル等の床材(4)が化粧施行される。このように施行
されたSL材は下地コンクリートの凹凸にかかわらず、
良好な外観仕上り状態が得られる。
As shown in Fig. 1, the self-leveling material in the present invention is applied to a base concrete (1), an epoxy resin primer (2) such as Jiorasu Ace JE-50 manufactured by K Aikanigyo Co., Ltd., and a single-shaped applicator. After curing, flooring materials (4) such as long access floor PVC sheets and PVC tiles are applied as a decorative coating. The SL material applied in this way is able to withstand the unevenness of the underlying concrete.
A good external finish can be obtained.

表11表2に本発明におけるSL材の実施例と比較例を
示す。実施例、比較例とも、エポキシ樹脂、硬化剤、消
泡剤、界面活性剤を同一とし、実施例はアルミノシリケ
ート系の微小中空体の低比重軽量骨材(日本フィライト
(株)製フィライト52/’i S :比重0.7、平
均粒子径150μ、吸油量0.03 )とシリカ−アル
ミナセラミックスの微小中空体の高比重軽量骨材(ZI
JI、AN INDUSTRIES INC。
Table 11 Table 2 shows examples and comparative examples of SL materials in the present invention. The epoxy resin, curing agent, antifoaming agent, and surfactant were the same in both Examples and Comparative Examples. 'iS: Specific gravity 0.7, average particle diameter 150μ, oil absorption 0.03) and high specific gravity lightweight aggregate (ZI) with micro hollow bodies of silica-alumina ceramics
JI, AN INDUSTRIES INC.

&IZEEO8PHER8600:比重2.0、平均粒
子径180μ、吸油量0.04)との混合体を、比較例
は炭酸カルシウム(白石カルシウム(株)製ホワイトン
SB:比重2.7、平均粒子径2μ、吸油量0.17)
を骨材として用いた。
&IZEEO8PHER8600: specific gravity 2.0, average particle size 180 μ, oil absorption 0.04), and the comparative example is calcium carbonate (Whiten SB manufactured by Shiraishi Calcium Co., Ltd.: specific gravity 2.7, average particle size 2 μ, Oil absorption 0.17)
was used as the aggregate.

表1 SL材:実施例及び比較例の組成 表2 SL材:実施例及び比較例の性状 ルフレベリング性を示すフロー値で比較例の2倍の数値
を示しており、硬化収縮率においても比較例の1/4@
[を示した。更に本発明の主目的である強度、軽量につ
いては(() 、 (ロ)の通りである。
Table 1 SL material: Composition of Examples and Comparative Examples Table 2 SL material: Properties of Examples and Comparative Examples The flow value indicating leveling property is twice that of the comparative example, and the curing shrinkage rate is also comparable. 1/4 of the example @
[showed that. Furthermore, the strength and light weight, which are the main objectives of the present invention, are as shown in (()) and (b).

(6)圧縮強度で、本発明はコンクリートの2倍程度で
ある。
(6) The compressive strength of the present invention is about twice that of concrete.

(ロ)比重で、石膏あるいはセメント系のSL材が2.
0程度であるのに対し、本発明のSL材は1.0以下で
ある。
(b) In terms of specific gravity, SL material made of gypsum or cement is 2.
While it is about 0, the SL material of the present invention has a value of 1.0 or less.

このように、本発明のセルフレベリング材は、従来の石
膏あるいはセメント系のレベリング材と比較して、レベ
リング効果が高く、かつ軽量で、強度に優れており、施
行後の外観仕上り状態の良好なセルフレベリング材であ
り、ビル、倉庫等の下地レベリングとしてその利用範囲
はきわめて広い0
As described above, the self-leveling material of the present invention has a high leveling effect, is lightweight, has excellent strength, and has a good appearance finish after application, compared to conventional gypsum or cement-based leveling materials. It is a self-leveling material and has an extremely wide range of uses for leveling the base of buildings, warehouses, etc.

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

〔発明の効果〕 表2から明らかなように、実施例のSL材はセト・・下
地コンクリート 2・・・エポキシ樹脂系プライマー 3・・・セルフレベリング材 4・・・床材
[Effects of the Invention] As is clear from Table 2, the SL materials of the examples are set...base concrete 2...epoxy resin primer 3...self-leveling material 4...flooring material

Claims (5)

【特許請求の範囲】[Claims] (1)硬化収縮が小さい合成樹脂に、軽量骨材の粉末を
、該合成樹脂100重量部に対して5〜80重量部含有
することを特徴とするセルフレベリング材。
(1) A self-leveling material characterized in that a synthetic resin with low curing shrinkage contains 5 to 80 parts by weight of lightweight aggregate powder per 100 parts by weight of the synthetic resin.
(2)該合成樹脂がエポキシ系樹脂であることを特徴と
する特許請求の範囲第1項記載のセルフレベリング材。
(2) The self-leveling material according to claim 1, wherein the synthetic resin is an epoxy resin.
(3)該軽量骨材の粒子径が20〜500ミクロンで形
状が微小球形であることを特徴とする特許請求の範囲第
1項または第2項記載のセルフレベリング材。
(3) The self-leveling material according to claim 1 or 2, wherein the lightweight aggregate has a particle size of 20 to 500 microns and a microspherical shape.
(4)該軽量骨材の吸油量が0.05以下であることを
特徴とする特許請求の範囲第1項ないしは第3項の何れ
か1つに記載のセルフレベリング材。
(4) The self-leveling material according to any one of claims 1 to 3, wherein the lightweight aggregate has an oil absorption of 0.05 or less.
(5)該軽量骨材が比重1.1以上と、1.0以下の2
種類以上のもので構成されていることを特徴とする特許
請求の範囲第1項ないしは第4項のいずれか1つに記載
のセルフレベリング材。
(5) The lightweight aggregate has a specific gravity of 1.1 or more and 1.0 or less.
The self-leveling material according to any one of claims 1 to 4, characterized in that it is made up of more than one type of material.
JP63171290A 1988-07-08 1988-07-08 Self-leveling material Expired - Fee Related JPH0635335B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63171290A JPH0635335B2 (en) 1988-07-08 1988-07-08 Self-leveling material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63171290A JPH0635335B2 (en) 1988-07-08 1988-07-08 Self-leveling material

Publications (2)

Publication Number Publication Date
JPH0249064A true JPH0249064A (en) 1990-02-19
JPH0635335B2 JPH0635335B2 (en) 1994-05-11

Family

ID=15920569

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63171290A Expired - Fee Related JPH0635335B2 (en) 1988-07-08 1988-07-08 Self-leveling material

Country Status (1)

Country Link
JP (1) JPH0635335B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06240846A (en) * 1993-02-10 1994-08-30 Hitsuritsu Kyo Floor structure
JP2006221988A (en) * 2005-02-10 2006-08-24 Fdk Energy Co Ltd Cylindrical sealed battery gasket, battery, and manufacturing method
JP2008057202A (en) * 2006-08-31 2008-03-13 Ube Ind Ltd Double floor construction method
CN113152841A (en) * 2021-05-17 2021-07-23 中建八局第四建设有限公司 Epoxy self-leveling ground construction method for concrete sealing curing agent
JP2021116207A (en) * 2020-01-28 2021-08-10 太平洋マテリアル株式会社 Lightweight resin filler, and cured lightweight resin

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5269926A (en) * 1975-12-10 1977-06-10 Kajima Corp Resin mortar composition
JPS5534221A (en) * 1978-08-30 1980-03-10 Kajima Corp Resin mortar composition
JPS6367368A (en) * 1986-09-10 1988-03-26 宇部興産株式会社 Execution of self-leveling floor material

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5269926A (en) * 1975-12-10 1977-06-10 Kajima Corp Resin mortar composition
JPS5534221A (en) * 1978-08-30 1980-03-10 Kajima Corp Resin mortar composition
JPS6367368A (en) * 1986-09-10 1988-03-26 宇部興産株式会社 Execution of self-leveling floor material

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06240846A (en) * 1993-02-10 1994-08-30 Hitsuritsu Kyo Floor structure
JP2006221988A (en) * 2005-02-10 2006-08-24 Fdk Energy Co Ltd Cylindrical sealed battery gasket, battery, and manufacturing method
JP2008057202A (en) * 2006-08-31 2008-03-13 Ube Ind Ltd Double floor construction method
JP2021116207A (en) * 2020-01-28 2021-08-10 太平洋マテリアル株式会社 Lightweight resin filler, and cured lightweight resin
CN113152841A (en) * 2021-05-17 2021-07-23 中建八局第四建设有限公司 Epoxy self-leveling ground construction method for concrete sealing curing agent

Also Published As

Publication number Publication date
JPH0635335B2 (en) 1994-05-11

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