混凝土
混凝土
혼응토
CONCRETE
2015年
7期
92-96
,共5页
粒化高炉矿渣%骨料特性%混凝土%拌合物性能%力学性能
粒化高爐礦渣%骨料特性%混凝土%拌閤物性能%力學性能
립화고로광사%골료특성%혼응토%반합물성능%역학성능
granulated blast furnace slag%aggregate characteristics%concrete%performance of mixture%mechanical performance
研究了粒化高炉矿渣作为混凝土细骨料时的基本特性及其不同代砂率混凝土的物理力学性能。结果表明:粒化高炉矿渣与天然砂在化学成分及物理性能方面存在一定差异。在相同水胶比的条件下,相比于普通混凝土,粒化高炉矿渣代砂混凝土的流动性较差且含气量较高;与普通混凝土相比,粒化高炉矿渣代砂混凝土早期抗压强度较低但其后期强度增长较快,且粒化高炉矿渣代砂率越高后期强度增长越快;粒化高炉矿渣代砂混凝土劈裂抗拉强度和普通混凝土较为接近;粒化高炉矿渣代砂混凝土28 d弹性模量和普通混凝土较为接近且随混凝土强度等级的提高而增加。
研究瞭粒化高爐礦渣作為混凝土細骨料時的基本特性及其不同代砂率混凝土的物理力學性能。結果錶明:粒化高爐礦渣與天然砂在化學成分及物理性能方麵存在一定差異。在相同水膠比的條件下,相比于普通混凝土,粒化高爐礦渣代砂混凝土的流動性較差且含氣量較高;與普通混凝土相比,粒化高爐礦渣代砂混凝土早期抗壓彊度較低但其後期彊度增長較快,且粒化高爐礦渣代砂率越高後期彊度增長越快;粒化高爐礦渣代砂混凝土劈裂抗拉彊度和普通混凝土較為接近;粒化高爐礦渣代砂混凝土28 d彈性模量和普通混凝土較為接近且隨混凝土彊度等級的提高而增加。
연구료립화고로광사작위혼응토세골료시적기본특성급기불동대사솔혼응토적물리역학성능。결과표명:립화고로광사여천연사재화학성분급물이성능방면존재일정차이。재상동수효비적조건하,상비우보통혼응토,립화고로광사대사혼응토적류동성교차차함기량교고;여보통혼응토상비,립화고로광사대사혼응토조기항압강도교저단기후기강도증장교쾌,차립화고로광사대사솔월고후기강도증장월쾌;립화고로광사대사혼응토벽렬항랍강도화보통혼응토교위접근;립화고로광사대사혼응토28 d탄성모량화보통혼응토교위접근차수혼응토강도등급적제고이증가。
The intrinsic characteristics of granulated blast furnace slag as fine aggregates and physical and mechanical performance of concrete containing granulated blast furnace slag aggregates were investigated . The results show that the blast furnace slag and sand are different in chemical composition and physical properties. In the condition of the same water cement ratio,compared with the ordinary concrete,the fluxility of concrete containing granulated blast furnace slag aggregates is poor and the air content is higher. Compared with ordinary concrete,the compressive strength of concrete containing granulated blast furnace slag aggregates at early is low but its late strength increases rapidly,and the higher slag as sand rate the more rapid growth of late strength. The splitting tensile strength of con-crete containing granulated blast furnace slag aggregates is relatively close to the ordinary concrete. The 28 d modulus of elasticity of concrete containing granulated blast furnace slag aggregates is relatively close to the ordinary concrete. And with the increase of concrete strength grade increased.