标题: | 不同细度模数之细骨材对含氯混凝土工程性质影响之研究 Effects in Engineering Properties of Chloride Ion Concrete by Changing Fineness Modulus of Fine Aggregate |
作者: | 邱奕豪 Chiou, Yih-Haur 赵文成 Wen-Chen Jau 土木工程学系 |
关键字: | 混凝土;细度模数;氯离子;concrete;fineness modulus;chloride ion |
公开日期: | 1996 |
摘要: | 台湾地区地狭人稠,人口密度成长迅速,结构物迈向超高层大楼,国家经济起飞也带动了 公共工程建设蓬勃发展,使得砂石需求量日益增加。在本岛四面环海,河川砂石量有限的 情况下,以海砂来取代河砂做为混凝土细骨材将是未来趋势,但海砂蕴含的氯离子及本身 细度模数的因素对混凝土结构物却存在着极大的杀伤力。因此,若从事相关之工程师在使 用海砂前能对含氯混凝土工程性质有一初步的膫解,应可对海砂作最有效之利用。本研究 使用不同细度模数之细骨材,并添加不同的氯离子含量,在相同水灰比的情况下,探讨以 上变数对硬固混凝土抗压强度、动弹性系数,及新拌混凝土中水溶性氯离子浓度随时间之 变化和坍度的影响。相信能对含氯混凝土之工程性质与力学行为有更深一层的认识,对相 关之从事人员也希望有相当的助益。由研究结果显示,混凝土之抗压强度与动弹性系数随 着细骨材细度模数增加而有增加的趋势,氯离子在一定的添加量内将有助于强度的发展。 水溶性氯离子浓度随时间的增加率依细度模数增加而有增高的现象,而混凝土之坍度在低 细度模数下较小,也将随时间增加而变小。 Taiwan is a small sea-island with growing population,economy today.The econom ic growth makes the public-engineering develop rapidly.As a result,sand has be come an essential materially for this modern country.Based on above descriptio ns,the amount of river sand has been descreased.So,the replacement of river s and by sea sand as the fine aggregate will be the future trend.However,the chl oride ion contented in the sea sand and the factor of it*s fineness modulus(F. M.). are harmful for concrete structures.TheThis research utilized a number of F.M.,added in different concentration of chloride ion and used the same wate r-cement ratio to explore the influence by above vibrations to harden concrete *s compressive strength.In addition,the change of the concentration of chlori de ion in fresh concrete depends on the time frame, and slump are also discuss ed.I believe that this study will make people more understand about the engine ering and mechanic behavior of concrete with chloride ion ,also will be helpfu l for peopThe result of this study pointed out that the compressive strength a nd dynamic elastic modulus of concrete increased with the F.M. of fine aggrega te . And the certain amount of free chloride ion is helpful for the developmen t of strength . The increasing rate of concentration of free chloride ion depe nding on time will increase with the increasing of F.M..The slump of concrete under the low value of F.M. is lower and it also decreases when time increases . |
URI: | http://140.113.39.130/cdrfb3/record/nctu/#NT850015009 http://hdl.handle.net/11536/61377 |
显示于类别: | Thesis |