<"T$zv,v,45^d^d^d^d^dRS4******** M9F h&V<++[",._ &pXJCL*4و*4و*4و*4و*et="UTF-8"*4و*4title>层布式混杂纤维混凝土渗透性及孔隙率试验研究-水泥网4و*4و*4وname="keyword" content="混凝土协会,广东,综合类"*4و*4و*4وname="description" content="" /*4و*4و*4وname="viewport" content="width=device-width, initial-scale=1.0"*4و*4و*4وhttp-equiv="X-UA-Compatible" content="ie=edge"*4و*4و*4link rel="stylesheet" href="//css.ccement.com/css/news_ccement/ocom.css?_v=20250423"*4و*4 و*4script src="//css.ccement.com/js/member/get_unreadmessage.js?v=20250423"* و*4!--و*4script src="//css.ccement.com/js/news_ccement/main.js?_v=20250423"*--*4و*4script src="//css.ccement.com/js/ccement_new/uaredirect.js" type="text/javascript"> و*4script src="//css.ccement.com/ccement_pc/www_ccement_com/js/idangerous.swiper.min.js?_v=20250423"*4و*4script src="//css.ccement.com/cementcdn/js/tongji.js" type="text/javascript">
水泥网首页资讯中心水泥指数行情通大数据混凝土网简体中文English有奖投稿, cemen="">a#TY了与聚丙烯杂应用sheet" h耐久性能9ˢ强影响。, cemen="">ZL/WV΂eYu的掺入 /^EN-US">, cemen="">明显提高了的5能 /^EN-US">, cemen="">减小了内部9˾观)TG。/^EN-US> <dangerous/^EN-US">"n" id="soAll">;cemen="">HEC /^EN-US">;cemen="">)TG/^EN-US">;cemen="">耐久性/^EN-USP> </^EN-US">0 d言/^EN-US>/P> <"n3lank良的弯拉、耐磨性、抗疲劳、抗冲击性能SUP/^EN-US">[1]/SUP/^EN-US">, cemen="">将其应用于公路路面工程中/^EN-US">, cemen="">可大.com高路面板的折强度/^EN-US">, cemen="">延长路面使用命。但3造价较高且搅拌困难/^EN-US">, cemen="">施工难度大/^EN-US">, cemen="">难以大量推4ɽ用。3力学性能与3相近/^EN-US">, cemen="">但成本明显降低。即在路面的顶面和底面一定厚度采用3/^EN-US">, cemen="">而中间层采用的结构形式。采用3后 /^EN-US">, cemen="">中间部分的韧性、抗裂性能及5能较差/^EN-US">, cemen="">成了薄弱环节UP/^EN-US">[2]/SUPcemen="">。依据前期a#TY成果/^EN-US">, cemen="">为充分发挥各种的物理力学性能/^EN-US">, cemen="">不同的eYu之间的L/WV/^EN-US">, cemen="">使各eYu之间产生leshL/WV效应UP/^EN-US">[3]/SUP/^EN-US">, cemen="">课题组提出了适用于公路路面9 @sO?8增强这种新9ˤ合结构材料。目前应用最广泛的是用泥眉机ZL/WV/^EN-US">, cemen="">常用9有机Z聚丙烯和聚丙烯腈。学性能[4/SUPUPcemen="">~/SUPUP/^EN-US">5]/SUPcemen="">显示/^EN-US">, cemen=""> @sO?8在强度增强上/^EN-US">, cemen="">起主要作用/^EN-US">, cemen="">聚丙烯起次增强作用。ZL/WVa#TYUP/^EN-US">[6/SUPUPcemen="">~/SUPUP/^EN-US">8]/SUPcemen="">表明 /^EN-US">, cemen="">用ː种不同弹性模量的eYu来增强a耐久性极具发展前景。目前为止/^EN-US">, cemen="">对全WV΂eYu的耐久性有少量砕TY/^EN-US">, cemen="">而新构形式ZL/WVa耐久性a#TY还是空白。)TGsheet" h9˼度有着决定性9˽响/^EN-US">, cemen="">孔径形以E)T分布排列也sheet" h9˼度有影响/^EN-US">, cemen="">并且sheet" h密实度有主要影响/^EN-US">, cemen="">而sheet" h9˯实度与该类结构的耐久性直接相关。Z文对ZL/WVaHEC 6)TG/ " 了, cemen="">并和6 @a耐久性s/ " 了较分析。/^EN-US>P> < /^EN-US">1 试件制作和/P> < /^EN-US">1. 1 cemen="">原材料/^EN-US">P> <"n*4و*4 /^EN-US">32.5cemen="">级普通硅酸盐*4و*4/^EN-US>P> <"n粗骨料:粒径?xml: srcspace pre" hr= st1 ns = "urn:schemas-microsoft-com:office:smarttags+{G5mm/st1:chmetcnvcemen="">~st1:chmetcnv w:st="u20mm/st1:chmetcnvcemen="">连续级配细石/^EN-US>P> <">细骨料:中粗砂/^EN-US">, cemen="">细度模数为/^EN-US">2.5o:p>

<"n:剪切型 /^EN-US">, cemen="">长径比约为/^EN-US">58P> <">聚丙烯 /^EN-US">Fibermesh cemen="">ref= /^EN-US>>

<"n水:清洁的自来水/^EN-US>P> < /^EN-US">1 /^EN-UScajcd-fntaa">. /^EN-US">2 cemen="">a配合及试件制作/^EN-US>P> <"n配合按强度/^EN-US">4.5MPa cemen="">s/ " 设计 /^EN-US">, cemen="">根据计算及试配 /^EN-US">, cemen="">采用配合为/^EN-US">(kg/ m <"n*4و*4∶石子∶砂子∶水 /^EN-US">=350 cemen="">∶ /^EN-US">1369 cemen="">∶ /^EN-US">644 cemen="">∶ /^EN-US">180P> <"n为探讨和聚丙烯在 @ent.自的效用/^EN-US">, cemen="">本, cemen="">聚丙烯采用体积率为/^EN-US">0.12%(1.0kg采用体积率为/^EN-US">1.4%[ cemen="">在杂层/^EN-US">( cemen="">st1:chmetcnv w:st="u2cm/st1:chmetcnv/^EN-US">) cemen="">的掺量为st1:chmetcnv w:st="u/^EN-US">109.2kg/m。/^EN-US>P> <"n对和ZL/WV试件 /^EN-US">, cemen="">制作时在具9˺部浇注st1:chmetcnv w:st="u1.5cm/st1:chmetcnvcemen="">厚的sheet" h /^EN-US">, cemen="">然后由水淥均匀撒布一层 /^EN-US">, cemen="">加入 /^EN-US">, cemen="">振动密实后在sheet" h距模具顶部st1:chmetcnv w:st="u1.5cm/st1:chmetcnv/^EN-US">, cemen="">再由水淥撒布一层 /^EN-US">, cemen="">振捣密实 /^EN-US">, cemen="">收浆抹平。不掺的sheet" h试件 /^EN-US">, cemen="">直接往模具ent.入 /^EN-US">, cemen="">振捣密实 /^EN-US">, cemen="">收浆抹平。/^EN-US>>

< /^EN-US">1. 3 cemen="">5能比>

<"n5是, cemen="">因此5便成为评价耐久性9重要P> <-">目前 /^EN-US">, cemen="">GBJ82-85cemen="">规定s/ " /^EN-US">, cemen="">采用标号来评价的能ˊ/^EN-US">, cemen="">标号是以标准S cemen="">的计算公式为 /^EN-US">: /^EN-US">P> </^EN-US">S=10H-1 /^EN-US">P> < cemen="">式中/^EN-US">,S cemen="">—标号;/^EN-US">H cemen="">—/^EN-US">6 cemen="">个试件中/^EN-US">3个顶面时的压力。 /^EN-US>>

<">本175mm/st1:chmetcnv/^EN-US">, cemen="">底面直径为st1:chmetcnv w:st="u185mm/st1:chmetcnv/^EN-US">, cemen="">高为st1:chmetcnv w:st="u150mm/st1:chmetcnvcemen="">9˜台试件。6 cemen="">个为一组 /^EN-US">, cemen="">养护龄期 /^EN-US">28d cemen="">。0.1MPa cemen="">开始施加 /^EN-US">, cemen="">每隔/^EN-US">8h cemen="">增加 /^EN-US">0.1MPa , cemen="">当试件中有 /^EN-US">3个试件顶面时即停止1 cemen="">。/^EN-US>>

</^EN-US"> 

<ght-Acro">, cemen=""> @的性能比素的低 /^EN-US">, cemen="">而ZL/WV的性能比素高 /^EN-US">, cemen="">比的高很多。 @的高度比素的高 /^EN-US">31.7%, cemen="">ZL/WVa高度比素的低 /^EN-US">21.3%, cemen="">高度比的低 /^EN-US">40.3% cemen="">。试件劈开后的湿水面显示/^EN-US">, cemen=""> @在 的部位湿润度更大/^EN-US">, cemen="">有一个试件在sheet" h的下面有部分未湿水的情况下 /^EN-US">, cemen="">部分已横向贯 /^EN-US">, cemen="">说明的部位是的薄弱环节/^EN-US">, cemen="">而ZL/WV性很好 /^EN-US">, cemen="">因此在 式ent.聚丙烯对结构的耐久性有提高作用。/^EN-US>>

< /^EN-US">1. 4 cemen="">)TG测试>

<cemen="">多孔固体材料的物理性能 /^EN-US">, cemen="">特别是强度和耐久性 /^EN-US">, cemen="">主要取决于材料的)T构 /^EN-US">, cemen="">因此评估多孔材料的空隙结构特征对于全面准确地了解材料的物理性能具有相当重要的意义。年来 /^EN-US">, cemen="">在评估*4و净浆 /^EN-US">, cemen="">砂浆或ent.)T大小分布的问题上主要采用压汞法。 /^EN-US>>

<-">, cemen="">每种形式各取 /^EN-US">3组样品 /^EN-US">, cemen="">105cemen="">℃~st1:chmetcnv w:st="u110 cemen="">℃/st1:chmetcnvcemen="">烘至少 /^EN-US">24h cemen="">。)T率2 cemen="">。 /^EN-US>>

 

<: ">)T, cemen="">)T率最高 /^EN-US">, cemen="">式次之 /^EN-US">, cemen="">式ZL/WV最低。 @的)T比素的总)T低 /^EN-US">39.9%, cemen="">式ZL/WV9)T率比低 /^EN-US">43.9%, cemen="">比低 /^EN-US">6.6% cemen="">。各种形式9)径范围基本分布在 /^EN-US">6 cemen="">× /^EN-USfont-kerning: 0pt">10 cemen="">μ /^EN-USfont-kerning: 0pt">m cemen="">~ /^EN-USfont-kerning: 0pt">10 cemen="">μ /^EN-USfont-kerning: 0pt">m cemen="">之间 /^EN-USfont-kerning: 0pt">, cemen="">而以 /^EN-US">0.03μ /^EN-USfont-kerning: 0pt">m cemen="">~ /^EN-USfont-kerning: 0pt">0.2 cemen="">μ /^EN-USfont-kerning: 0pt">m cemen="">孔径的)T占了大部分 /^EN-USfont-kerning: 0pt">, cemen="">大于 /^EN-US">0.2 cemen="">μ /^EN-USfont-kerning: 0pt">m cemen="; FONT-FAMILY: 宋体font-kerning: 0pt">孔径的)T很少 /^EN-US">, cemen="">而径在 /^EN-US">6 cemen="">× /^EN-USfont-kerning: 0pt">10 cemen="">μ /^EN-US">m cemen="">~ /^EN-USfont-kerning: 0pt">0.03μ /^EN-USfont-kerning: 0pt">m cemen="t; FONT-FAMILY: 宋体font-kerning: 0pt">9)隙界于以上两种之间 /^EN-USfont-kerning: 0pt">, cemen="">同时素绝大多数孔径的体积率均较两种式9ˤ/^EN-US">, cemen="">而径在 /^EN-US">0.03μ /^EN-USfont-kerning: 0pt">m cemen="t; FONT-FAMILY: 宋体font-kerning: 0pt">到 /^EN-USfont-kerning: 0pt">0.2 cemen="">μ /^EN-USfont-kerning: 0pt">m cemen="; FONT-FAMILY: 宋体font-kerning: 0pt">9)隙的主体分布 /^EN-USfont-kerning: 0pt">, cemen="">式ZL/WV比略低。说明入和聚丙烯提高了内部9˯实度。 /^EN-US>>

< /^EN-US">1. 5 cemen="">

<"n由滥上, cemen="">式ZL/WV的性能远高于式和。究其原因 /^EN-US">, cemen="">可作如下分析 /^EN-US">: cemen="">液体 /^EN-USfont-kerning: 0pt">( cemen="">气体 /^EN-USfont-kerning: 0pt">) cemen="">在sheet" h中的扩散途径主要有以下几种 /^EN-USfont-kerning: 0pt">: cemen="">①*4و浆体 /^EN-USfont-kerning: 0pt">; cemen="">②骨料通道 /^EN-USfont-kerning: 0pt">; cemen="">③浆体与骨料、界面处的通道。Zsheet" h的H性主要取决于第②与第③途径。一般来说结构越致密 /^EN-US">, cemen="">阻碍液体向其内部流动9能ˊ越强 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">越能有效防止物质向内扩散 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">则力越高、耐久性越好。Zsh杂有效地抑制了早期收缩微裂缝和析裂纹9ˏ生和展 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">减少了内部裂缝的连 /^EN-US">; cemen="">此外大量细小9˝匀分布形成的网状结构对骨料起了骨架承托作用 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">首先抑制了细管9ˏ展 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">减少了的表面析水和骨料下沉离析 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">使得内部)T减少、减小 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">有害孔数量减少 /^EN-US">, cemen="">连性能降低 /^EN-US">, cemen="">防止快速失水产生裂缝 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">延缓了塑性收缩裂缝出现的时间 /^EN-USfont-kerning: 0pt">; cemen="">同时 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">在sheet" h开裂后 /^EN-US">, cemen="">9作用阻止了裂缝的进一步发展 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">使裂缝变成多而窄的多发形态。Zsh凝土5能由此得以大大提高。时的掺入sheet" h裂缝的进一步扩展也起到约束作用 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">这将延缓的破坏 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">增强韧性/^EN-US">, cemen="">延长使用寿命 /^EN-US">, cemen="">从而间接提高密实性/^EN-US">, cemen="">并增强的体积稳定性。但式采用撒布后 /^EN-US">, cemen="">虽经过振捣 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">但撒布处密集 /^EN-US">, cemen="">与的粘结处可能界面增 /^EN-US">, cemen="">因而响了的性 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">虽然约束了9˼裂 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">但界面处却增多了缝隙 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">因而间sheet" h9)T率虽然不高 /^EN-US">, cemen="">但整体性能ˍ较差。 @ZL/WV优良的性显示/^EN-US">, cemen="">采用该形式sheet" h的耐久性有很大意义。/^EN-US>

< /^EN-US"> 

< /^EN-US">2TRONG> Bcemen=",Bold">结论/^EN-US>

</^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">(1) cemen="">式ZL/WV的性最好 /^EN-US">, cemen="">次是 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen=""> @较差。/^EN-US>

</^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">(2) cemen="">式ZL/WV的)T率式刚和都低。而且小径孔所占比例较 /^EN-US">, cemen="">)T分布也最均匀。 /^EN-US>>

</^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">(3) cemen="">与式相比/^EN-US">, cemen="">式ZL/WV的力学增强作用是有限的 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">但其在耐久性上的正ZL/WV增强效果显著。 /^EN-US>>

 

考文献/^EN-US>

< /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">[ 1] cemen="">赵国藩 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">彭少民 /^EN-US">, cemen="">黄承逵 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">. cemen="">结构 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">. cemen="">北京 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">: cemen="">ent.建筑工业出版社 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">,1999 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">

[ 2] cemen="">卢哲安 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">罗国荣 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">陈应波 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">等 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">. cemen="">上下强度及增强机理研究 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0ptcajcd-fntaa">. cemen="">武汉理工大学学报 /^EN-US">( cemen="">自然科学版 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">). 2001 ,23(1) /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">

[ 3] cemen="">闻荻江 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">. cemen="">复合材料原理 /^EN-US">. cemen="">武汉 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">: cemen="">武汉工业大学出版社 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">,1998

[ 4] cemen="">袁海庆 /^EN-US">, cemen="">陈景涛 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">等 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0ptcajcd-fntaa">. cemen="">式 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">- cemen="">聚丙烯腈力学性能. cemen="">武汉理工大学学报 /^EN-US">(NFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">自然科学版 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">). 2003 ,25(4) /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">

[ 5] cemen="">赵晓彬 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">陈到俊 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">兰丽梅 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">. cemen="">杜拉的. cemen="">石家庄铁道学院学报 /^EN-US">. 2002,15(6)

[ 6] cemen="">华渊 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">曾艺 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">. cemen="">杂效应的. cemen="">与泥制品 /^EN-USfont-kerning: 0pt">. 1998(4) /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">

[ 7] cemen="">孙伟 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">钱红萍 /^EN-USfont-kerning: 0pt">, cemen="">陈惠苏 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">. cemen="">杂及其与膨胀剂复合水泥基材料的物理性能9˽响 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">. cemen="">硅酸盐学报 /^EN-US">,2000,28(2) /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">

[ 8] cemen="">索默 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">H. cemen="">高性能的耐久性 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">. cemen="">冯乃谦 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">丁建彤 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">, cemen="">译 /^EN-US">. cemen="">北京 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">: cemen="">科学出版社 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">,1998 /^EN-USFONT-SIZE: 9pt; FONT-FAMILY: 宋体font-kerning: 0pt">

 

 

 

 

 

 

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2025-07-04 13:01:02