表面技术
錶麵技術
표면기술
SURFACE TECHNOLOGY
2015年
4期
97-103
,共7页
阮峥%刘朝辉%成声月%叶圣天
阮崢%劉朝輝%成聲月%葉聖天
원쟁%류조휘%성성월%협골천
水性环氧树脂%防水涂层%混凝土%吸水性能
水性環氧樹脂%防水塗層%混凝土%吸水性能
수성배양수지%방수도층%혼응토%흡수성능
waterborne epoxy resin%waterproof coating material%concrete%water absorption performance
目的:研究E16和E44两种水性环氧防水涂层材料对混凝土试块吸水性能的影响,以比较两种防水材料的性能。方法分别对两种防水涂层材料设计不同的涂层配合比和涂层厚度,进行混凝土毛细吸水实验,对比混凝土试块在喷涂防水涂层材料前后的毛细吸水系数变化,以此评价防水涂层材料对混凝土试块吸水性能的影响。结果涂层混凝土试块的吸水系数随涂层厚度的增加而减小。在一定范围内,涂层混凝土试块的吸水系数随n(胺氢)/n(环氧基)的增大而先减小,后增大。兼顾性能与成本,确定E16和E44两种防水涂层材料的配合比分别为n(E16)∶ n (Anquamine721)=1∶1,n (E44)∶ n(Anqua-mine 721)=1∶0.9,涂层喷涂厚度皆为(300±20)μm。此时,E16和E44两种涂层混凝土试块的吸水系数分别为各自对应空白混凝土试块的3.5%和3.4%。结论相比之下,E44防水涂层材料对混凝土试块吸水性能的影响较大。
目的:研究E16和E44兩種水性環氧防水塗層材料對混凝土試塊吸水性能的影響,以比較兩種防水材料的性能。方法分彆對兩種防水塗層材料設計不同的塗層配閤比和塗層厚度,進行混凝土毛細吸水實驗,對比混凝土試塊在噴塗防水塗層材料前後的毛細吸水繫數變化,以此評價防水塗層材料對混凝土試塊吸水性能的影響。結果塗層混凝土試塊的吸水繫數隨塗層厚度的增加而減小。在一定範圍內,塗層混凝土試塊的吸水繫數隨n(胺氫)/n(環氧基)的增大而先減小,後增大。兼顧性能與成本,確定E16和E44兩種防水塗層材料的配閤比分彆為n(E16)∶ n (Anquamine721)=1∶1,n (E44)∶ n(Anqua-mine 721)=1∶0.9,塗層噴塗厚度皆為(300±20)μm。此時,E16和E44兩種塗層混凝土試塊的吸水繫數分彆為各自對應空白混凝土試塊的3.5%和3.4%。結論相比之下,E44防水塗層材料對混凝土試塊吸水性能的影響較大。
목적:연구E16화E44량충수성배양방수도층재료대혼응토시괴흡수성능적영향,이비교량충방수재료적성능。방법분별대량충방수도층재료설계불동적도층배합비화도층후도,진행혼응토모세흡수실험,대비혼응토시괴재분도방수도층재료전후적모세흡수계수변화,이차평개방수도층재료대혼응토시괴흡수성능적영향。결과도층혼응토시괴적흡수계수수도층후도적증가이감소。재일정범위내,도층혼응토시괴적흡수계수수n(알경)/n(배양기)적증대이선감소,후증대。겸고성능여성본,학정E16화E44량충방수도층재료적배합비분별위n(E16)∶ n (Anquamine721)=1∶1,n (E44)∶ n(Anqua-mine 721)=1∶0.9,도층분도후도개위(300±20)μm。차시,E16화E44량충도층혼응토시괴적흡수계수분별위각자대응공백혼응토시괴적3.5%화3.4%。결론상비지하,E44방수도층재료대혼응토시괴흡수성능적영향교대。
ABSTRACT:Objective To study the effect on water absorption performance of concrete based on two water-based epoxy water-proofing coating materials E16 and E44 so as to compare the performance of the two kinds of waterproof materials. Methods Differ-ent mixture proportion and thickness were designed respectively for the two kinds of waterproofing coatings. The effect on water ab-sorption performance of concrete was evaluated through the concrete capillary water absorption test, by which the absorption coeffi-cient was compared before and after spraying the coatings on the concrete. Results The absorption coefficient of coated concrete block decreased with the increase of coating thickness. Within a certain range, the absorption coefficient of the coated concrete block first decreased and then increased with the increase of n( amine hydrogen equivalent)/n( epoxy groups) . With regard to both performance and cost, the proportion of E16 and E44 waterproof coating materials were determined as n ( E16 ) ∶ n ( Anquamine <br> 721) = 1 ∶ 1, n(E44) ∶ n(Anquamine 721)=1 ∶ 0. 9, the coating thickness was (300 ± 20) μm, where, the water absorption coefficients of two kinds of coatings were 3. 5% and 3. 4% corresponding to the concrete block. Conclusion By contrast, E44 wa-terproof coating has more influence on the water absorption coefficient of the coated concrete block.