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共混改性醋酸乙烯——乙烯共聚乳液的研究进展

共混改性醋酸乙烯——乙烯共聚乳液的研究进展

第44卷第10期 山西建筑Vol.44No.102 0 1 8 年 4 月SHANXI ARCHITECTURE Apr.2018 • 93 •文章编号:1009-6825 (2018)10-0093-02共混改性醋酸乙烯一乙烯共聚乳液的研究进展翟现明(山西省建筑科学研究院,山西太原030001)摘要:为了扩大醋酸乙烯一乙烯共聚乳液(VAE乳液)的应用范围,研究人员在提高VAE乳液的耐水性、机械强度、耐热性、粘接 性、固化速度等方面做了大量的改性研究。

介绍了共混法改性VAE乳液的研究方法和研究现状,并提出了 VAE乳液的研究方向。

关键词:VAE乳液,共混改性,粘接强度中图分类号:TU502 文献标识码:A醋酸乙烯一乙烯共聚乳液是以醋酸乙烯和乙烯为基本原料 共聚而成的高分子乳液,英文简称为VAE乳液或EVA乳液。

由于其具有优异的粘接性、永久的柔軔性、较好的耐酸碱性等性能,自从1965年问世以来已广泛的应用于粘合剂、建筑材料、涂料、造纸、织物处理、烟草、包装等领域。

尤其是因其具有较为低廉的 价格,近年来发展极为迅速,市场需求量持续以15% ~20%的速度增长。

预计至2018年,仅我国的VAE乳液的市场需求量有望 达到约60万t。

并且,随着我国环保力度的加大和快速的经济发 展,VAE乳液的应用领域将会不断的扩大,市场需求量也将会快 速的增长。

为了改善VAE乳液的性能和扩大其应用范围,研究人员在 提高VAE乳液的耐水性、机械强度、耐热性、粘接性、固化速度等 方面做了大量的积极有益且卓有成效的改性研究工作。

这些改性研究主要集中在以下方向:加助剂法、共聚法、复合改性法和 共混法。

其中,共混法即是将VAE乳液与聚合物溶液或乳液中 的一种或多种物理共混形成多元体系的方法。

共混法各组分之间的性能可以形成互补,从而获得了性能较好或具有新性能的新材料,降低成本的同时有可能扩大VAE乳液的应用领域,让 VAE乳液发挥更大的应用价值。

醋酸乙烯酯乳胶漆的制备

醋酸乙烯酯乳胶漆的制备

涂料类别与代号
序 代 序 代 涂料类别 涂料类别 号 号 号 号
1 2 3 Y T F 油性树脂 天然树脂 酚醛树脂 7 8 9 Q M G 硝基纤维素 纤维素
序 代 涂料类别 号 号
13 14 H S W 环氧树脂 聚氨酯 元素有机聚合物
过氧乙烯树脂 15
4 5
6
L C
A
沥青 醇酸树脂
氨基树脂
10 X 11 B
涂料的定义与作用
定义
涂料(油漆)是一种流动态物质,通过简单施工 方法,并经干燥或固化,在物体表面牢固覆盖 一层均匀的薄膜,这样的流动态物质称为涂料 。涂料可以是液态或粉末状态。用来对被涂物 体表面起装饰与保护作用。
作用
1. 保护作用 金属材料,尤其是钢铁,容易受到环境中腐蚀性 介质、水分和空气中氧的侵蚀和腐蚀;木材易 受潮气、微生物的作用而腐烂;塑料会受光和 热的作用而降解;混凝土易风化或受化学品的 侵蚀,因此材料需要用涂层来保护。
家庭装潢等多个领域具有极其广泛的应用……
生物医学(在介入医学中的应用)
聚醋酸乙烯乳液胶黏剂
用途:木材加工、书籍装订、标签、纸箱制品、卷 烟纸、皮革加工、乳胶漆的制造等。在木器、纸品 及包装行业中占有主导地位。 优点: 1.具有良好的、安全的操作条件 2.初期粘结强度高,使用方便,无需加热和添加固化 剂,胶层有韧性,对刃具的损伤小。 3.常温固化速度快。 缺点: 1.耐水性和耐湿性差 2.耐寒性较差 3.耐热性差 4.抗蠕变性较差
产品质量检测
1.观察外观
固含量= 2.测pH值
干燥后样品质量 干燥前样品质量
×100%
3.测乳液粘度
4.测定产品固含量 5.测定转化率 6.产品质量检测记录

白乳胶的制备

白乳胶的制备

白乳胶的制备黄鹏 PB10206252中国科学技术大学高分子科学与工程系230026【摘要】白乳胶是俗称,是一种水溶性粘合剂,是由醋酸乙烯单体在引发剂作用下经聚合反应而制得的一种热塑性粘合剂。

广泛用于墙体表面的涂料等领域,在本实验中我们使用的是乳液聚合的方法制备这种工业上很有用的粘合剂。

【关键词】白乳胶,乳液聚合,乙酸乙烯【前言】本实验我们主要是了解乳液聚合的基本原理和乙酸乙烯的乳液聚合的特点;掌握乳液聚合的实验技术。

乳液聚合顾名思义就是在溶液的液滴中进行的聚合反应,乳液聚合具有反应比较容易控制,反应热散去比较容易等优点,广泛用于各种聚合物的合成。

【实验原理】乳化剂分子具有两亲性的化学结构,一端是亲水基团,一端是疏水基团,所以可以使得油(单体)均匀,稳定的分散在水中而不分层。

乳化剂分子的溶液浓度达到一定的数值的时候就可以形成胶束,该浓度就称为临界胶束浓度,此时溶液的很多物理性质发生突变。

大多数的乳液聚合反应体系中,乳化剂的浓度在百分之二到三之间,超过CMC值的1-3个数量级。

乳化剂能够降低界面的张力,使得单体容易分散为小液滴,在微粒表面形成保护层,阻止微粒凝聚;大量的胶束的存在还可以增溶单体。

常见的乳化剂分为阴离子型,阳离子型和非离子型。

阴离子型的乳化剂在碱性溶液中稳定,遇到酸和金属离子的时候会生成不溶于水的酸和金属盐,使乳化剂失效。

阳离子型的乳化剂乳化能力差,且容易影响引发剂分解,在pH值小于7的条件下使用。

非离子型的乳化剂的亲水部分为聚环氧乙烷链段,它常与阴离子乳化剂配合使用,可以提高乳化剂的抗冻能力,改善聚合物粒子的大小和分布。

不同的单体在水中的溶解度不一样,如乙酸乙酯,甲基丙烯酸甲酯,丁二烯和苯乙烯在水中的溶解度分别是百分之二点五,百分之一点五,百分之零点零八和百分之零点零四。

这会影响到乳液聚合反应。

极少部分单体溶解在水中,另有一小部分增溶在胶束中。

甲基丙烯酸甲酯,丁二烯和苯乙烯,增溶部分分别是水溶部分的二点五和四十倍,乙酸乙烯酯却只有百分之几。

VAE乳液

VAE乳液

VAE乳液(醋酸乙稀-乙烯共聚乳液)VAE乳液是醋酸乙稀-乙烯共聚乳液的简称,是以醋酸乙烯和乙烯单体为基本原料,与其它辅料通过乳液聚合方法共聚而成的高分子乳液。

乙烯与醋酸乙烯共聚物是乙烯共聚物中最重要的产品,国外一般将其统称为EVA。

但是在我国,人们根据其中醋酸乙烯含量的不同,将乙烯与醋酸乙烯共聚物分为EVA树脂、EVA橡胶和VAE乳液。

醋酸乙烯含量小于40%的产品为EVA树脂;醋酸乙烯含量40%~70%的产品很柔韧;富有弹性特征,人们将这一含量范围的EVA树脂有时称为EVA橡胶;醋酸乙烯含量在70%~95%范围内通常呈乳液状态,称为VAE乳液。

VAE乳液外观呈乳白色或微黄色。

国外对乙烯与醋酸乙烯共聚物的研究比较早。

英国帝国化学公司于1938年发表了EVA共聚物的高压自由基聚合专利,美国杜邦公司于1960年实现工业化。

国内从20世纪60年代开始研制EVA树脂,到70年代中期试产成功。

1988年北京有机化工厂首次从美国引进年产1.5万吨VAE乳液装置,1991年四川维尼纶厂再次从美国引进同样一套VAE乳液装置。

江西化工化纤有限公司自建了一套年产1000吨生产线,但一直没有进入实质性生产。

VAE乳液主要用于胶粘剂、涂料、水泥改性剂和纸加工,具有许多优良的性能。

VAE乳液具有永久的柔韧性。

VAE乳液可以看作是聚醋酸乙烯乳液的内增塑产品,由于它在聚醋酸乙烯分子中引入了乙烯分子链,使乙酰基产生不连续性,增加了高分子链的旋转自由度,空间阻碍小,高分子主链变得柔软,并且不会发生增塑剂迁移,保证了产品永久性柔软。

VAE 乳液具有较好的耐酸碱性。

VAE 乳液在弱酸和弱碱存在条件下均能够保持稳定性能,因此它不论与弱酸或弱碱混合都不会发生破乳现象,产品应用范围较广。

VAE 乳液能够耐紫外线老化。

由于VAE 乳液是采用乙烯作为共聚物的内增塑剂,使VAE 聚合物具有内增塑性,增塑剂不会发生迁移,从而避免了聚合物性能老化。

乙烯-醋酸乙烯-丙烯酸酯三元共聚物 聚合物胶粉

乙烯-醋酸乙烯-丙烯酸酯三元共聚物 聚合物胶粉

乙烯-醋酸乙烯-丙烯酸酯三元共聚物聚合物
胶粉
乙烯-醋酸乙烯-丙烯酸酯三元共聚物是一种由乙烯、醋酸乙烯和丙烯酸酯三种单体共同聚合而成的聚合物,具有良好的化学和物理性质。

它通常以粉末形式存在,也称为聚合物胶粉。

聚合物胶粉具有以下特点:
1. 粉末状:聚合物胶粉的形态为粉末状,易于储存和使用。

2. 良好的粘接性:聚合物胶粉能够在加热或固化后形成良好的粘接性能,具有较高的粘接强度和粘接耐久性。

3. 耐化学性:聚合物胶粉对一些化学物质具有良好的耐受性,能够在一定的温度和湿度条件下保持粘接性能。

4. 耐热性:聚合物胶粉具有一定的耐热性能,能够在高温条件下保持粘接强度。

5. 可调性:通过调整乙烯、醋酸乙烯和丙烯酸酯的共聚比例,可以调节聚合物胶粉的物理性能和粘接性能。

聚合物胶粉广泛应用于各种领域,如家具制造、建筑装修、汽车和航空航天等。

它可以用于粘接不同材料,如金属、塑料、木材、陶瓷等,具有极高的应用价值。

聚醋酸乙烯酯乳胶漆的制备及其含固量测定

聚醋酸乙烯酯乳胶漆的制备及其含固量测定

聚醋酸乙烯酯乳胶漆的制备及其含固量测定班级:化工3092 学号:0945323213 姓名:韩冰摘要:醋酸乙烯酯在光或过氧化物引发剂的引发下发生自由基聚合,得到聚醋酸乙烯酯。

醋酸乙烯酯的聚合方法很多,根据产品用途有所选择,。

如作涂料或粘合剂,则采用乳液聚合,如要进一步醇解制备聚乙烯醇,则采用溶液聚合。

醋酸乙烯的乳液聚合机理与一般乳液聚合机理相同。

本实验采用过硫酸钾为引发剂,聚乙烯醇和OP-10为乳化剂。

为使反应平稳进行,单体和引发剂分期分批加入,且控制加入速度。

涂料的应用很广泛,品种很多。

而且有很多的作用。

如保护作用,装饰作用,标志作用等等。

其安全无毒,施工方便,干燥快,通气性好等优点。

关键词:醋酸乙烯酯表面活性剂含固量乳化剂亲油亲水平衡值HLB前言:涂料是一种应用广泛而为人们熟知的产品,品种繁多,它一般由成膜物质,溶剂,颜填料和其他助剂组成。

他是一种涂敷于底材表面形成坚韧连续涂膜的液体或固体高分子材料。

对被涂表面起到装饰与保护作用。

涂料通常叫油漆。

随着科学技术的进步,还制成许多具有特殊功能的涂料,如耐高温,耐寒,示温,阻尼,导电,高温电绝缘,吸收太阳能,防辐射,伪装等。

广泛用于建筑,船舶,车辆,飞机,道路,机械,金属,电器等方面。

实验的配方设计:在该实验中,以醋酸乙烯酯为单体,过硫酸钾为引发剂,聚乙烯醇和OP-10为乳化剂。

聚醋酸乙烯酯的单体的聚合反应是自由基型加聚反应,属于连锁聚合反应。

在实验过程中,大部分单体和过硫酸钾不能一次性加入,要一滴一滴慢慢地加入,一方面为了能使反应完全,另一方面是为了探寻出最适宜的加入单体的速度,回流大小,过硫酸钾的操作条件。

同时,可以控制引发剂的用量和乳液的PH值。

过硫酸钾的用量会对反应有影响,过硫酸钾在水相中受热分解成硫酸根离子自由基而引发聚合反应,如果用量过多会引起乳液PH值下降,同时会使反应加剧,温度升高过快。

如果用量过少会使反应减慢,温度下降,单体聚合速度减慢。

实验2 聚醋酸乙烯酯乳胶的合成和乳胶漆的制备

实验2  聚醋酸乙烯酯乳胶的合成和乳胶漆的制备

实验2 聚醋酸乙烯酯乳胶的合成和乳胶漆的制备乳胶漆是一种用途广泛的新型涂料,具有价格低廉、使用简便、耐水性好、绿色环保、安全无毒等优点。

其中内墙涂料以价廉物美的醋酸乙烯酯共聚类乳胶漆应用最多。

丙烯酸酯共聚类乳胶漆与其它乳胶漆品种相比,有较好的耐候性、耐水性、抗磨损性和保色性,应用面也较广。

近年来也开始在金属物表面上防腐上得到应用。

本实验合成了聚醋酸乙烯酯乳胶,制备了乳胶漆并测定了其性能。

树脂以微细粒子团(粒径0.1—2.0μm)的形式分散在水中形成的乳液称为乳胶。

乳胶可分为分散乳胶和聚合乳胶两种。

在乳化剂存在下靠机械的强力搅拌使树脂分散在水中而制成的乳液称为分散乳胶。

由乙烯基类单体按乳液聚合工艺制得的乳胶称为聚合乳胶。

用于制取水性涂料的聚合乳胶主要有聚醋酸乙烯乳胶、聚丙烯酸酯乳胶、丁苯乳胶以及醋酸乙烯与其它单体共聚的乳胶。

乳液聚合是在搅拌下、利用乳化剂使单体在水中分散成乳液而进行的聚合反应。

乳化剂可用阴离子型或非离子型表面活性剂,如十二烷基硫酸钠、烷基苯磺酸钠,乳化剂OP-10、聚乙烯醇等。

聚乙烯醇是醋酸乙烯酯聚合常用的乳化剂,它兼起着增稠和稳定胶体的作用。

乳液聚合所用的引发剂是水溶性的,如过硫酸盐。

当溶液的PH值太低时,过硫酸盐引发的聚合速度太慢。

因此乳液聚合要控制好PH值,使反应平稳,同时达到稳定乳胶液分散状态的目的。

要把乳胶进一步加工成涂料,必须使用颜料和助剂。

基本的助剂有分散剂、增稠剂、防霉剂、增塑剂、消泡剂、防锈剂等,有时还按涂料的具体用途加入其它助剂。

常用助剂如下所示:(1)分散剂(相润湿剂):这类助剂能吸附在颜料粒子的表面,使水能充分润湿颜料并向其内部孔隙渗透,从而使颜料能研磨分散于水相乳胶中,分散态的颜料微粒不会聚集和絮凝。

用无机颜料时,常用六偏磷酸钠或多聚磷酸盐等作分散剂,它们能使颜料在水中分散良好。

有机颜料多用表面活性剂作为分散剂。

(2)增稠剂:能增加涂料的粘度,起到保护胶体和阻止颜料聚集、沉降的作用。

实验9 醋酸乙烯乳胶漆的制备

实验9  醋酸乙烯乳胶漆的制备

实验9 醋酸乙烯乳胶漆的制备一、实验目的1、学习涂料的基本知识;2、了解自由基型加聚反应的原理;3、掌握聚醋酸乙烯乳液的合成原理,乳胶漆的制法和实验技术。

二、目标产物的性能与用途聚醋酸乙烯(Polyvinyl Acetate,简称PV A)乳液别名白乳胶,乳白色粘稠浓厚液体。

具有优良的粘接能力。

醋酸乙烯乳胶漆是普遍使用的建筑内表面涂料,具有价廉、使用方便、耐水性好等优点。

三、实验原理1、聚合原理聚乙酸乙烯酯是由乙酸乙烯酯在光或过氧化物等引发剂作用下聚合而得。

根据反应条件,如反应温度、引发剂浓度和溶剂的不同,可以得到分子量从几千到十几万的聚合物。

聚合反应可按本体、溶液或乳液等方式进行,采用何种方法决定于产物的用途。

如果作涂料或粘合剂,则采用乳液聚合法。

乳液聚合是将不溶于水或微溶于水的单体在强烈的机械搅拌作用及乳化剂的作用下与水形成乳状液,在水溶性引发剂作用下进行的聚合反应。

乳液聚合与悬浮聚合相似,都是将油溶性单体分散在水中进行聚合反应,因而也具有导热容易、聚合反应温度易控制的优点,但与悬浮聚合有着显著的不同,在乳液聚合中,单体虽然同样是以单体液滴和单体胶束形式分散在水中的,但由于采用的是水溶性引发剂,因而聚合反应不是发生在单体液滴内,而是发生在增溶胶束内形成的乳胶粒内。

乳液聚合的反应机理不同于一般的自由基聚合,增加乳化剂浓度,即增加乳胶粒数,可以同时提高聚合速度和分子量。

而在本体、溶液和悬浮聚合中,使聚合速率提高的一些因素,往往使分子量降低。

所以乳液聚合具有粘度小、聚合速率快、分子量高的优点。

乳液聚合在工业生产中的应用也非常广泛。

乳化剂的选择对稳定的乳液聚合十分重要,起到降低溶液表面张力,使单体容易分散成小液滴,并在乳胶粒表面形成保护层,防止乳胶粒凝聚。

常见的乳化剂分为阴离子型、阳离子型和非离子型三种,实验中还常采用两种乳化剂合并使用,其乳化效果和稳定性比单独便用一种好。

本实验采用聚乙烯醇和OP-10两种乳化剂。

白乳胶

白乳胶
6.邻苯二甲酸二丁酯无色透明油状液体,可燃,具有芳香气味。相对密度1.045,沸点340℃,不溶于水,溶于乙醇、乙醚等有机溶剂。这里作增塑剂,可显著降低聚合物的成膜温度。选用工业品。生产厂:哈尔滨市化工四厂、上海溶剂厂、天津溶剂厂、济南市红卫化工厂、广东沸山溶剂厂、云南宣威溶剂厂、衡阳溶剂厂等。
(二)制备方法
(4)辛醇:辛醇有正辛醇及各种异构体。这里指的是2-乙基己醇-1。无色液体,有特殊气味。溶于水和乙醇、乙醚等有机溶剂中。本剂中用作溶剂。选用工业品。
(5)过硫酸铵:无色单斜晶体。有时略带浅绿色,溶于水。受热则分解,有强氧化性。用作漂白剂、氧化剂、脱臭剂等。本剂中用作聚合引发剂。选用工业品。
3.配方(重量%)
3.乳化剂OP-10〔C8H17C6H4O(CH2O)10H〕化学名称为辛烷基(或壬烷基)酚聚氧乙烯(10)醚。外观为黄色或棕色膏状物,相对密度1.06,凝固点7.2℃。溶于水,水溶液为透明状液体,也溶于四氯化碳、低级醇和多数芳香族溶剂中。能耐酸碱。这里作乳化分散剂。选用工业品。生产厂:广州助剂化工厂。
下面介绍的抗冻性白乳胶可使胶凝温度降低至2℃。
(一)原料
1.醋酸乙烯酯(CH3COOCH=CH2)简称醋酸乙烯,无色可燃性液体,有强烈香味。其蒸气对眼睛有刺激性,相对密度0.9312(20℃)。沸点72~73℃。不溶于水,溶于大多数有机溶剂,能与其它单体聚合。这里是聚醋酸乙烯的聚合单体,选用工业品。
生产厂:北京有机化工厂、上海石油化工总厂二分厂、四川维尼纶化工厂、兰州维尼纶厂、福建维尼纶厂、石家庄维尼纶厂、吉林省四平联合化工厂和贵州有机化工厂等。
2.聚乙烯醇缩甲醛由聚乙烯醇和甲醛缩合而成的树脂。
其原料配比如下:聚乙烯醇100,甲醛40,水960~1040,盐酸(10%)10.4~11.2,氢氧化钠适量(调节pH值至8~9),以上均为重量比。这里用作白乳胶的改性剂。

醋酸乙烯酯共聚物乳胶粉在水泥砂浆中的作用

醋酸乙烯酯共聚物乳胶粉在水泥砂浆中的作用

Action of redispersible vinyl acetate and versatate copolymer powder in cement mortarRu Wang a ,b ,⇑,Pei-Ming Wang aaKey Laboratory of Advanced Civil Engineering Materials of Ministry of Education,School of Materials Science and Engineering,Tongji University,4800Caoan Road,Shanghai 201804,China bDepartment of Civil Engineering and Engineering Mechanics,Columbia University,New York,NY 10027,USAa r t i c l e i n f o Article history:Received 4February 2011Received in revised form 21April 2011Accepted 22April 2011Available online 8May 2011Keywords:Redispersible VA/VeoVa powder Cement mortarPhysical and mechanical properties Shrinkage rateWater capillary adsorption Anti-penetration capacitya b s t r a c tRedispersible polymer powder of vinyl acetate and versatate copolymer (VA/VeoVa)is applied to modify cement mortar.The effect of VA/VeoVa powder on physical and mechanical properties of cement mortar is investigated.VA/VeoVa powder exhibits excellent water-reduction and water-retention effects in cement mortar and improves mortar properties effectively.Due to the air-entrainment effect of VA/VeoVa powder,the air content of fresh mortar is increased and the bulk density is decreased.VA/VeoVa powder makes the compressive strength decrease,but not so significant the effect on the flexural strength is,which results in the ratio of compressive strength to flexural strength goes down sharply with the increase of VA/VeoVa powder,indicating the toughness of cement mortar is improved markedly.Fur-thermore,VA/VeoVa powder reduces the shrinkage rate and improves the hydrophobicity and water impermeability of cement mortar.Ó2011Elsevier Ltd.All rights reserved.1.IntroductionPolymer-modified mortars are good repair materials for excellent properties.Polymers can improve the flowability of fresh mortar,mechanical properties [1],anti-penetrability [2],freezing–thawing resistance [3],anti-corrosion [4],and so on of hardened mortar.Former research shows that polymers change the micro-structure,have physical and chemical interaction with cementi-tious phase,effect the flowability,hydration,setting,hardening,pore structure,and thus physical and mechanical properties of hardened mortar [5–8].In fact,different polymers have different influences on cement mortar.For example,styrene–butadiene rubber (SBR)latex im-proves the flexural strength,tensile bond strength,waterproofing property,carbonation resistance and anti-shrinkage of cement mortar [9–11].Styrene–acrylic ester copolymer (SAE)latex de-creases the elastic modulus and increases the toughness of cement mortar to a larger extent [12,13].Ethylene–vinyl acetate copoly-mer (EVA),the most widely used polymer in mortar,improves the tensile bond strength,flexural strength,and toughness of ce-ment mortar [14,15].Whereas vinyl acetate and versatate copolymer (VA/VeoVa)is a special copolymer that introduces the versatate group with three long a -alkyl molecule side chains into the copolymer.The three long a -alkyl molecule side chains make the copolymer have many superior properties.The ester group of vinyl versatate is stable for the hindering effect of long side chains,resulting in good alkali resistance;the long side chains of vinyl versatate protect neighbor-ing ester group of vinyl acetate too,making the copolymer have good alkali resistance.VA/VeoVa powder is a potential modifier for brittle cement mortar.In Ref.[16],lower degeneration of VA/VeoVa in an alkaline environment rather than other copolymers that contain vinyl acetate group was found.The former researches [17,18]show that with antifoamer together the VA/VeoVa powder increases the strengths of cement mortar.After that,little research on the application of VA/VeoVa powder in cement mortar is pub-lished.This paper focuses on evaluating the action of single VA/VeoVa powder in cement mortar,trying to compare the properties with other polymer powders and dispersions modified mortars those are tested using the same method.2.Experimental 2.1.MaterialsPortland cement type P ÁII 52.5R,according to Chinese standard GB 175,and standard sand,according to ISO 679,were used for preparing the specimens.The chemical composition and physical properties of the cement are listed in Table 10950-0618/$-see front matter Ó2011Elsevier Ltd.All rights reserved.doi:10.1016/j.conbuildmat.2011.04.060⇑Corresponding author at:Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education,School of Materials Science and Engineering,Tongji University,4800Caoan Road,Shanghai 201804,China.Tel.:+862169582140.E-mail address:ruwang@ (R.Wang).and Table2,respectively.The redispersible VA/VeoVa powder(density:0.5g/cm3; average particle size:80l m;minimumfilm formation temperature:6°C)was used in the experiment.2.2.Specimen preparationThe mortar specimens were prepared with VA/VeoVa powder to cement ratio by mass(m p/m c)of0,1%,2%,3%,4%,5%,6%,7%,8%,9%,10%,12%,15%,and20%,con-stantflow of(170±5)mm,and sand to cement ratio by mass of3.The specimens with the dimension of40mmÂ40mmÂ160mm were prepared according to ISO679.The specimens were unmolded after24h.Mixed cure method,1day im-mersed in20°C water followed by1day in air of20°C and RH50%for specimens tested at the age of3days and6days immersed in20°C water followed by21days in air of20°C and RH50%for the specimens tested at the age of28days,was used.2.3.Test methods2.3.1.FlowTheflow table value of fresh mortars was measured according to GB/T2419-2005.A cone-shaped metal ring isfilled with fresh cement mortar on a shock table, and after lifting the ring the mix is subjected to25drops of the table within25s. Thefinal diameter is the so-calledflow table value.The water to cement ratio (m w/m c)of VA/VeoVa powder-modified mortars was determined byfixing theflow table value at a constant of(170±5)mm,as listed in Table3.2.3.2.Water-retention rateThe water-retention rate of fresh mortar was tested according to DIN18555-7. During test,the fresh mortar with settled volume was put on afilter-film allowing waterfilter through,fixed on absorbentfilter papers.Then the water absorbed by thefilter papers(lost water of fresh mortar)was measured after5min.The water-retention rate was calculated based on that.2.3.3.Air entrainment testThe air content of fresh mortars was measured using an air entrainment meter made according to DIN18555/-557,from which the air content can be read directly.2.3.4.Bulk density of fresh mortarsThe bulk density of fresh mortars was tested according to JGJ70-90.One liter container was used during test.After the fresh mortar was cased into the container, it should be vibrated for10s before the mass was measured.pressive andflexural strengthsThe compressive andflexural strengths were determined according to ISO679.2.3.6.Shrinkage rateThe shrinkage rate of mortars was determined according to JGJ70-90.The initial length of mortar was tested right after the specimen was unmolded.The shrinkage rate was calculated according to the length of mortar at different curing ages and the initial length.2.3.7.Water capillary adsorptionThe water capillary adsorption was measured according to DIN52617.Before test,the mortar specimens were dried at70°C for2days.The four around surfaces were sealed with EP resin before the upside of the specimens was dipped into water.The water capillary adsorption was calculated based on the adsorbed water at different times.2.3.8.Anti-penetration capacityThe anti-penetration capacity was measured according to DL/T5126-2001. Conic specimens with upside and underside surface diameters of70mm and 80mm,height of30mm were prepared.The curing is the same as that described in2.2.Before test,the around surface of specimens was sealed with olefin and the underside surface was contacted with water.During test,the water pressure was increased step by step to1.5MPa within8h to observe whether the water pen-etrates through the mortar specimens.If water penetrates through three of six spec-imens under one pressure,then the pressure was determined as the pressure that the mortar survives.3.Results and discussion3.1.Water-reduction effectThe m w/m c of VA/VeoVa powder-modified mortars decreases significantly with the increase of m p/m c when theflow wasfixed at a constant of(170±5)mm(see Table3).So it is apparent that the VA/VeoVa powder has water-reduction effect in cement mor-tar.Water-reduction rate is an important factor to evaluate water-reduction effect,which can be calculated according to the following equation:[13].R¼1Àm w2Áq2Ám1m w1Áq1Ám2;ð1Þwhere R is the water-reduction rate,m w2,q2and m2is water mass, bulk density and mass of fresh VA/VeoVa powder-modified mortars, respectively;m w1,q1and m1is water mass,bulk density and mass of fresh control mortar,respectively.The water-reduction rate of VA/VeoVa powder-modified mor-tars calculated according to Eq.(1)is displayed in Fig.1.A small amount of VA/VeoVa powder addition of1%makes the water-reduction rate rise to about6%.Then the water-reduction rate rises gradually with the increase of m p/m c.When the m p/m c is15%the water-reduction rate increases to about35%.With the m p/m c increasing from15%to20%,no significant change of water-reduc-tion rate was observed.The experimental results explain that VA/ VeoVa powder has good water-reduction effect in mortar,enhanc-ing theflowability of fresh mortar,which is attributed to the dis-persion and air entrainment functions of VA/VeoVa powder.3.2.Water-retention effectGood water-retention property is helpful for the construction and properties of mortar.Water-retention rate is a quantitative in-dex to evaluate the water-retention effect of mortar.Fig.2presents the water-retention rate of VA/VeoVa powder-modified mortars.Table1Chemical composition of PII52.5R Portland cement.Component SiO2CaO Al2O3Fe2O3MgO SO3K2O TiO2BaOContent(%)21.365.1 5.1 2.9 1.1 1.80.70.20.3Table2Physical properties of PII52.5R Portland cement.Specific gravity at20°C(g/cm3)Blaine’s specific area(m2/kg)Setting time(min)Flexural strength(MPa)Compressive strength(MPa)Initial Final3days7days28days3days7days28days3.20385.5125190 6.97.88.439.049.060.6Table3Water to cement ratio(m w/m c)of VA/VeoVa powder-modified mortars with a constantflow of(170±5)mm.m p/m c(%)012345678910121520 m w/m c0.4890.4720.4580.4440.4350.4260.4180.4100.4040.3990.3940.3920.3900.388R.Wang,P.-M.Wang/Construction and Building Materials25(2011)4210–42144211The water-retention rate augments apparently with the increase of m p/m c.It reaches98%with the m p/m c increasing up to6%,and then keeps augmenting stably,indicating the water-retention property of the modified mortar is very good.The good water-retention property may be attributed to following reasons:first,the water-reduction effect of VA/VeoVa powder reduces the unit water usage; second,the VA/VeoVa powder induces water to distribute well in cement mortar;third,the VA/VeoVa powder has blocking effect on the water in cement mortar and makes it more difficult to separate from the system.3.3.Air contentThe relationship between the air content of fresh mortars and the m p/m c is illustrated in Fig.3.A small amount of VA/VeoVa pow-der addition of1%makes the air content of fresh mortar rise from 6%to8.6%.Then a linear increment of air content appears with theincrease of m p/m c up to15%.The air content change indicates that the VA/VeoVa powder has air-entrainment effect in cement mor-tar,making the density of fresh mortar decrease(see Fig.4).The bulk density of fresh mortars reduces gradually with the increase of m p/m c up to15%.It is easy tofind that the bulk density of fresh mortar is closely related to its air content.pressive strengthThe compressive strengths of VA/VeoVa powder-modified mor-tars with curing ages of3days and28days are displayed in Fig.5.The compressive strength of cement mortars depresses with the addition of VA/VeoVa powder.When the m p/m c increases from 0%to3%,the compressive strength falls from30MPa to14MPa for the mortars cured for3days,from72MPa to34MPa for the mortars cured for28days.The compressive strength declines slightly with the m p/m c increasing from3%to5%,and does not decrease any more when the m p/m c is higher than5%.The decrease tendency of compressive strength with the increasing m p/m c of VA/VeoVa powder-modified mortars is similar with that of SBR latex-or PAE latex-modified mortars.But the decrease is faster than that for SBR latex-modified mortars,which4212R.Wang,P.-M.Wang/Construction and Building Materials25(2011)4210–4214decreases to30MPa when the SBR latex/cement-ratio increases to 8%,and then keeps at around this value with the m p/m c range from 8%to20%[10],and slower than that for PAE latex-modified mor-tars,which decreases to20MPa when the PAE latex/cement-ratio increases to5%,and then keeps at around this value with the m p/ m c range from5%to20%[19].The compressive strength of VA/Veo-Va powder-modified mortars is lower than that of SAE latex-mod-ified mortar when the m p/m c is lower than15%[13].3.5.Flexural strengthFig.6presents theflexural strengths of VA/VeoVa powder-mod-ified mortars with curing ages of3days and28days.The change of flexural strength with the m p/m c is similar with that of compres-sive strength except for a smaller changing magnitude.When the m p/m c increases from0%to3%,theflexural strength decreases from7.2MPa to4.8MPa for the mortar tested at the age of3days and from12.5MPa to9.3MPa for the mortar tested at the age of28days.Then theflexural strength of mortars cured for3days de-creases slowly until the m p/m c of8%,followed by an almost con-stantflexural strength value at the m p/m c range from8%to20%. Whereas no significant change offlexural strength of mortars cured for28days appears when the m p/m c is in the range from 3%to8%.When the m p/m c increases from8%to20%,theflexural strength of VA/VeoVa powder-modified mortar rises to almost equal to that of control mortar.That is probably due to the VA/Veo-Va content is high enough to form a continuous network structure in the mortar and also improve the interface structure between the cement hydrates and the aggregates.When the m p/m c is higher than5%,theflexural strength of VA/ VeoVa powder-modified mortar,higher than9MPa,is higher than that of SBR latex-,SAE latex-or PAE latex-modified mortar,8MPa [10],7MPa[13]and7MPa[19],respectively.3.6.ToughnessThe ratio of compressive strength toflexural strength(r C/r F)of mortar is an important factor to judge its toughness.Lower r C/r F indicates better toughness.Several Chinese standards have the rule that the r C/r F of some mortar must be lower than3[20–22]. The r C/r F calculated based on above compressive andflexural strengths is illustrated in Fig.7.The r C/r F of VA/VeoVa powder-modified mortars cured for3days and28days goes down sharply with the increase of m p/m c,indicating the toughness of mortars is improved significantly.Both the rate and magnitude of decrease are larger for the mortars cured for28days than that cured for 3days.When the m p/m c is above5%,the r C/r F for all the modified mortars is below3.To compare with Refs.[10,13,14,19],with low polymer addi-tion,the VA/VeoVa powder is more effective for the improvement of the toughness of cement mortar than SBR latex that makes the r C/r F decrease to4.5when the m p/m c is20%,SAE latex that makes the r C/r F decrease to below3when the m p/m c is higher than15%, redispersible EVA powder that makes the r C/r F decrease to below 3when the m p/m c is higher than10%,and PAE latex that makes the r C/r F decrease to below3when the m p/m c is higher than7%.3.7.Shrinkage propertyThe shrinkage rate of VA/VeoVa powder-modified mortars with different curing ages is presented in Fig.8.An amount of VA/VeoVa powder below6%makes the shrinkage rate enlarge slightly.When the m p/m c reaches7%,the shrinkage rate reduces sharply and then keeps around this value until the m p/m c of20%,lower than that of control mortar.A slight expansion was found for the VA/VeoVa powder-modified mortars at the curing age of3days with the m p/m c higher than7%.The shrinkage reducing effect of the VA/Veo-Va powder in the mortar when the m p/m c is higher than7%is prob-ably due to the polymerfilm formed in the mortar prevents the water escape from the system.3.8.Water capillary adsorptionThe water capillary adsorption of VA/VeoVa powder-modified mortars within48h was measured,as shown in Fig.9.The water capillary adsorption decreases gradually with the increase ofR.Wang,P.-M.Wang/Construction and Building Materials25(2011)4210–42144213m p/m c.When the m p/m c is below7%,the decrease of water capil-lary adsorption with the m p/m c is more evident,indicating at this range a little increase of m p/m c leads to an apparent decrease of water capillary adsorption.However,when the m p/m c is higher than7%,the effect of the increase of m p/m c on the water capillary adsorption is not so marked and the water capillary adsorption va-lue is low.The water capillary adsorption of VA/VeoVa powder-modified mortars with the m p/m c of7%at24h is about0.7kg/m2,which is better than that of redispersible EVA powder-modified mortar 0.8kg/m2[15],similar to that of SAE latex-modified mortar 0.7kg/m2[13],but not so good as that of SBR latex-modified mor-tar0.7kg/m2with SBR latex to cement ratio of5%[23].3.9.Anti-penetration capacityThe experimental results show that the water does not pene-trate through the specimens for all the mortars when the water pressure was increased step by step to1.5MPa within8h.After test,the mortar specimens were broken to observe the penetration depth of water into the specimens,as listed in Table4.It is found that the water penetration depth decreases from12mm to2mm with the increase of the m p/m c from0%to15%.When the m p/m c is20%,no water penetrating into the mortar specimens was ob-served.It can be drawn that the VA/VeoVa powder enhances the anti-penetration capacity of mortar remarkably.4.ConclusionsVA/VeoVa powder has good water-reduction and water-reten-tion effects in cement mortar.The water-reduction rate augments gradually with the increase of m p/m c,reaching about35%when the m p/m c is15%.The water-retention rate rises significantly to about 98%with the increase of m p/m c up to7%.VA/VeoVa powder has air-entrainment effect,making the air content of fresh mortar increase and the bulk density decrease.VA/VeoVa powder depresses the compressive strength of ce-ment mortar,but not so significant the effect on theflexural strength is.That makes the ratio of compressive strength toflex-ural strength goes down to below3when the m p/m c is above5%. The toughness of cement mortar is improved significantly.VA/VeoVa powder has shrinkage rate reducing effect in cement mortar when the m p/m c is higher than7%.VA/VeoVa powder improves the hydrophobicity and water impermeability of cement mortar.The water capillary adsorption decreases with the increase of m p/m c and to about0.7kg/m2at 24h when the m p/m c increases to7%;the water penetration depth decreases from12mm to2mm with the increase of m p/m c from0%to15%when the pressure was increased step by step to 1.5MPa.AcknowledgmentsThe authors acknowledge thefinancial support of the National Key Project of Scientific and Technical Supporting Programs Funded by Ministry of Science&Technology of China(2006 BAJ05B03)and the Specialized Research Fund for the Doctoral Pro-gram of Higher Education(20060247023).References[1]Flavio LM,Vanderley MJ.Bond strength and transversal deformation aging oncement-polymer adhesive mortar.Constr Build Mater2009;23:1022–7.[2]Zhong SY,Chen ZY.Properties of latex blends and its modified cement mortars.Cem Concr Res2002;32:1515–24.[3]Mirza J,Mirza MS,Lapointe boratory andfield performance of polymer-modified cement-based repair mortars in cold climates.Constr Build Mater 2002;16:365–74.[4]Xiong JP,Shen AQ,Qiu YB.A study on road performance and modificationmechanism of polymer cement mortar.Highway2007(5):144–8.[5]Nestle N,Kühn A,Friedemann K,Horch C,et al.Water balance and porestructure development in cementitious materials in internal curing with modified superabsorbent polymer studied by NMR.Micropor Mesopor Mater 2009;125:51–7.[6]Afridi MUK,Ohama Y,Demura K,Iqbal MZ.Development of polymerfilms bythe coalescence of polymer particles in powdered and aqueous polymer-modified mortars.Cem Concr Res2003;33:1715–21.[7]Beeldens A,Monteny J,Vincke W,et al.Resistance to sulphuric acid corrosionof polymer-modified mortars.Cem Concr Compos2001;23:47–56.[8]Kong XM,Li QH.Properties and microstructure of polymer modified mortarbased on different acrylate latexes.J Chin Ceram Soc2009;37(1):107–14. [9]Wang PM,Xu Q,Stark J.Mechanical properties of styrene–butadiene emulsionmodified cement mortar used for repair of bridge surface.J Build Mater 2001;4(1):1–6.[10]Wang R,Wang PM,Li XG.Physical and mechanical properties of styrene–butadiene rubber emulsion modified cement mortars.Cem Concr Res 2005;35:900–6.[11]Wang R,Wang PM.Physical properties of SBR latex-modified mortar underdifferent curing methods.J Chin Ceram Soc2009;37(12):2118–23.[12]Wong WG,Fang P,Pan JK.Dynamic properties impact toughness andabrasiveness of polymer-modified pastes by using nondestructive tests.Cem Concr Res2003;33:1371–4.[13]Wang R,Wang PM.Function of styrene-acrylic ester copolymer latex incement mortar.Mater Struct2010;43:443–51.[14]Wang PM,Zhang GF,Zhang YM.Influence of polymer powders on mechanicalproperties of cement mortar.New Build Mater2005(1):32–6.[15]Zhang GF,Wang PM,Wu JG.Influence of polymer powder on the bulk densityand capillary water adsorption of cement mortar.New Build Mater 2004:29–31.[16]Gomes CEM,Ferreira OP,Fernandes MR.Influence of vinyl acetate–versaticvinylester copolymer on the microstructural characteristics of cement pastes.Mater Res2005;8:51–6.[17]Afridi MUK,Chaudhary ZU,Ohama Y,Demura K,Iqbal MZ.Strength and elasticproperties of powdered and aqueous polymer-modified mortars.Cem Concr Res1994;24:1199–213.[18]Afridi MUK,Ohama Y,Iqbal MZ,Demura K.Water retention and adhesion ofpowdered and aqueous polymer-modified mortars.Cem Concr Compos 1995;17:113–8.[19]Wang R,Wang PM.Application of polyacrylic ester latex to cement mortar.JChin Ceram Soc2008;36(7):946–9.[20]JC/T984-2005Polymer modified cement mortars for waterproof.[21]JG158-2004External thermal insulating rendering systems made of mortarwith mineral binder and using expanded polystyrene granule as aggregate.[22]JG149-2003External thermal insulation composite systems based onexpanded polystyrene.[23]Li J.Difference between SBR emulsion and PAE emulsion in modifying cementmortar.MSc thesis.Tongji University;2005.Table4Penetration depth of water into VA/VeoVa powder-modified mortars at8h with thewater pressure increasing to1.5MPa.m p/m c(%)0135810121520Penetration depth(mm)12755643204214R.Wang,P.-M.Wang/Construction and Building Materials25(2011)4210–4214。

醋酸乙烯-乙烯可再分散乳胶粉

醋酸乙烯-乙烯可再分散乳胶粉
收稿 日期 :07一 8— 3 2o O 2
作者简介 : 刘冰坡 , ,9 o年 l 月生 。高级 工程 师 。19 男 17 1 92 年毕业 于南京大学化学系应用化 学专业 , 现任有 机化工 厂研 究所所长 。 从事科研开发和管理工作 。
・ 维纶通讯> ‘ 缩委会第 2 次 会议 学术 技术 交流论 文 , 1 获一
近几年欧美地区平均市场增长率在 4 8 , .% 但亚洲 地 区尤 其 是 中 国 呈 现 快 速 增 长 的势 头 , E IN H XO 公 司 ( 洲 胶 粉 厂 家 ) 计 至 20 欧 预 08年 国 内的年 增
长率 会 达 到 4 % 。美 国国 民淀粉 化学 公 司下属 的 4
当时 , 可再分散乳胶粉也主要为聚醋酸乙烯类型 ,
主要用 于 木 胶 、 面 底 漆 和 水 泥 系 壁 材 等 。但 是 墙
有代表性 的德 国瓦克公 司的 VN A A @ IN P S 乳
胶粉 见表 1 。
由于 P A 胶粉的最低成膜温度高、 Vc 耐水性差、 耐 碱 性 差 等 性 能 的局 限 , 使 用 受 到 较 大 的 限 制 。 其 直到上世纪 6 0年代 , 最低成膜温度为 0: 有较好 c、 I 耐 水性 和 耐 碱 性 的 可 再 分 散 乳 胶 粉 被 开 发 出 来
后, 其使用才广泛起来 , 使用 的范围也扩展到各种
结构和非结构建筑粘合剂、 干混砂浆改性、 墙体保
温及饰 面系统 、 墙体抹平胶和密封灰膏 、 粉末涂料 和 建筑 腻子 等 领域 。
20 0 3年 , 再 分 散 乳 胶 粉 包 括 聚 醋 酸 乙 烯 可 ( V c 、 酸 乙 烯 一乙烯 ( A 、 eV/ A等 , P A )醋 V E) V o a V 全球 产 量 1 9万 吨 , 中欧 洲 用 量 l 其 1—1 2万 吨 。

乳胶漆乳液成分组成

乳胶漆乳液成分组成

乳胶漆乳液成分组成
乳胶漆的主要成分是聚乙烯醇、醋酸乙烯、添加剂等。

是以丙烯酸酯共聚乳液为代表的一大类合成树脂乳液涂料。

乳胶漆是水分散性涂料,它是以合成树脂乳液为基料,填料经过研磨分散后加入各种助剂精制而成的涂料。

此外,根据乳液的不同,乳胶漆的成分也有所区别。

例如:
1.醋酸乙烯酯均聚物乳液(醋均乳液)、醋酸乙烯-丙烯酸酯共聚物乳液(醋丙乳液或乙丙乳液)、醋酸乙烯-叔碳酸乙烯共聚物乳液(醋叔乳液)等。

这类乳液基本上用于生产室内乳胶漆。

叔碳酸乙烯含量等于或大于醋叔乳液总量的25%时,醋叔乳液可用于外用乳胶漆的生产,EVA乳液常用于生产可再分散乳胶粉。

2.苯乙烯-丙烯酸酯共聚物乳液(简称苯丙乳液)、纯(甲基)丙烯酸酯共聚物乳液(简称纯丙乳液)、有机硅改性丙烯酸乳液(简称硅丙乳液)。

这类乳液用于外用乳胶漆的生产,苯丙乳液也大量用于内用乳胶漆的生产。

3.聚氨酯乳液、含氟聚合物乳液等也是一些特殊类型的乳液。

乙烯-醋酸乙烯共聚物(EVA)也称:乙烯-乙酸乙烯酯共聚物。

乙烯-醋酸乙烯共聚物(EVA)也称:乙烯-乙酸乙烯酯共聚物。

乙烯-醋酸乙烯共聚物(EVA)也称:乙烯-乙酸乙烯酯共聚物。

乙烯-醋酸乙烯共聚物(EVA)是最主要的乙烯共聚物之一。

按共聚物中醋酸乙烯的含量来分,其主要品种可分为两大类,即产品中醋酸乙烯(VA)含量大约为5%~40%(质量分数),称之为EVA;高于40%的称之为醋酸乙烯-乙烯共聚物(VAE)。

EVA按共聚物中醋酸乙烯(VA)的含量可分为三大类,即EVA树脂、EVA弹性体及EVA乳液。

通常所称的EVA产品主要是指EVA树脂。

它可在普通高压聚乙烯装置上生产,VA含量可达到5%~10%。

EVA树脂用途广泛,一般情况下,醋酸乙烯含量在5%以下的EVA,其主要产品是薄膜、电线电缆、LDPE改性剂、胶粘剂等;醋酸乙烯含量在5%~10%的EVA 产品为弹性薄膜等;醋酸乙烯含量在20~28%的EVA,主要用于热熔粘合剂和涂层制品;醋酸乙烯含量在5%~45%,主要产品为薄膜(包括农用薄膜)和片材,注塑、模塑制品,发泡制品,热熔粘合剂等。

乙烯/醋酸乙烯酯共聚物(EVA)的介绍乙烯-醋酸乙烯共聚物(也称为乙烯-乙酸乙烯共聚物)是由乙烯(E)和乙酸乙烯(VA)共聚而制得,英文名称为:Ethylene Vinyl Acetate,简称为EVA,或E/VAC。

聚合方法用高压本体聚合(塑料用)、溶液聚合(PVC加工助剂)、乳液聚合(粘合剂)、悬浮聚合。

乙酸乙烯(VA)含量高于30%的采用乳液聚合,乙酸乙烯含量低的就用高压本体聚合。

乙烯-醋酸乙烯共聚物的特性和用途:一.特性EVA树脂的特点是具有良好的柔软性,橡胶般的弹性,在-50℃下仍能够具有较好的可挠性,透明性和表面光泽性好,化学稳定性良好,抗老化和耐臭氧强度好,无毒性。

与填料的掺混性好,着色和成型加工性好。

它和乙酸乙烯含量和分子量、熔体指数关系很大。

当熔融指数(MI)一定,乙酸乙烯(VAC)含量提高时候,其弹性、柔软性、相溶性,透明性等也随着提高。

当VAC含量减少时候,则性能接近于聚乙烯,刚性增高,耐磨性、电绝缘性提高,。

醋酸乙烯酯共聚合物

醋酸乙烯酯共聚合物

醋酸乙烯酯共聚合物醋酸乙烯酯共聚合物是一类重要的高分子材料,通过醋酸乙烯酯与其他单体的共聚反应制得。

由于其独特的结构和性能,这类共聚合物在工业生产、日常生活以及科学研究中都发挥着不可或缺的作用。

本文将深入探讨醋酸乙烯酯共聚合物的合成方法、物理化学性质、应用领域以及未来的发展趋势。

一、醋酸乙烯酯共聚合物的合成醋酸乙烯酯共聚合物的合成通常涉及醋酸乙烯酯(VAc)与其他不饱和单体的共聚反应。

这些单体可以包括乙烯、丙烯酸酯、苯乙烯等。

共聚反应可以在自由基引发剂的存在下进行,通过调整反应条件(如温度、压力、单体比例等),可以获得具有不同组成和性能的共聚合物。

二、醋酸乙烯酯共聚合物的性质1. 物理性质:醋酸乙烯酯共聚合物通常呈现为白色或浅色固体,具有良好的柔韧性和可塑性。

其密度、熔点、溶解性等物理性质取决于共聚物的组成和结构。

2. 化学性质:这类共聚合物在化学上相对稳定,但在某些条件下(如高温、强氧化剂等)可能发生降解或交联反应。

此外,醋酸乙烯酯共聚合物还具有一定的可反应性,可以通过接枝、交联等方法进行化学改性。

三、醋酸乙烯酯共聚合物的应用1. 涂料和胶粘剂:醋酸乙烯酯共聚合物是涂料和胶粘剂行业的重要原料。

它们具有良好的粘附性、成膜性和耐水性,广泛应用于建筑、家具、包装等领域。

2. 纺织和造纸:在纺织和造纸工业中,醋酸乙烯酯共聚合物常用作浆料、增稠剂和分散剂,以提高产品的质量和性能。

3. 医药和生物材料:由于醋酸乙烯酯共聚合物具有良好的生物相容性和可降解性,它们在医药和生物材料领域也有广泛的应用,如药物载体、组织工程支架等。

四、醋酸乙烯酯共聚合物的发展趋势1. 高性能化:随着科技的进步和应用需求的提高,醋酸乙烯酯共聚合物的高性能化成为了一个重要的发展趋势。

通过优化合成工艺、引入特殊功能单体等方法,可以制备出具有优异力学性能、热稳定性、耐化学腐蚀性等性能的共聚合物。

2. 功能化:功能化是醋酸乙烯酯共聚合物另一个重要的发展方向。

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