硅酸盐学报
硅痠鹽學報
규산염학보
JOURNAL OF THE CHINESE CERAMIC SOCIETY
2007年
10期
1364-1368
,共5页
宋学锋%魏俊发%何廷树%李国新
宋學鋒%魏俊髮%何廷樹%李國新
송학봉%위준발%하정수%리국신
混凝土%硫酸盐腐蚀%高吸水性树脂%渗透
混凝土%硫痠鹽腐蝕%高吸水性樹脂%滲透
혼응토%류산염부식%고흡수성수지%삼투
concrete%sulfate corrosion%super-absorbent resin%osmosis
硫酸盐腐蚀是导致混凝土耐久性劣化的一个重要因素.用原位合成吸水性树脂对混凝土表面处理,为改善混凝土耐硫酸腐蚀提出了一种新方法,即利用高吸水性树脂预聚溶液浸渍混凝土,经红外辐射引发自由基共聚反应原位合成吸水性树脂,通过合成的吸水性树脂吸水膨胀、密实微裂缝或孔隙,截断硫酸盐侵蚀性介质的传输路径提高混凝土抗硫酸盐腐蚀能力.通过试验,研究了硫酸钠溶液在水泥砂浆(处理前后)中的渗透状况,并利用扫描电镜、X射线衍射分析了混凝土受硫酸盐腐蚀的特征.结果表明:用原位合成高吸水性树脂处理砂浆后,能显著降低50 g/L硫酸钠溶液在水泥砂浆内部的渗透速度;经50次硫酸钠溶液干/湿循环处理后的水泥砂浆表现出良好的抗硫酸盐腐蚀性能.
硫痠鹽腐蝕是導緻混凝土耐久性劣化的一箇重要因素.用原位閤成吸水性樹脂對混凝土錶麵處理,為改善混凝土耐硫痠腐蝕提齣瞭一種新方法,即利用高吸水性樹脂預聚溶液浸漬混凝土,經紅外輻射引髮自由基共聚反應原位閤成吸水性樹脂,通過閤成的吸水性樹脂吸水膨脹、密實微裂縫或孔隙,截斷硫痠鹽侵蝕性介質的傳輸路徑提高混凝土抗硫痠鹽腐蝕能力.通過試驗,研究瞭硫痠鈉溶液在水泥砂漿(處理前後)中的滲透狀況,併利用掃描電鏡、X射線衍射分析瞭混凝土受硫痠鹽腐蝕的特徵.結果錶明:用原位閤成高吸水性樹脂處理砂漿後,能顯著降低50 g/L硫痠鈉溶液在水泥砂漿內部的滲透速度;經50次硫痠鈉溶液榦/濕循環處理後的水泥砂漿錶現齣良好的抗硫痠鹽腐蝕性能.
류산염부식시도치혼응토내구성열화적일개중요인소.용원위합성흡수성수지대혼응토표면처리,위개선혼응토내류산부식제출료일충신방법,즉이용고흡수성수지예취용액침지혼응토,경홍외복사인발자유기공취반응원위합성흡수성수지,통과합성적흡수성수지흡수팽창、밀실미렬봉혹공극,절단류산염침식성개질적전수로경제고혼응토항류산염부식능력.통과시험,연구료류산납용액재수니사장(처리전후)중적삼투상황,병이용소묘전경、X사선연사분석료혼응토수류산염부식적특정.결과표명:용원위합성고흡수성수지처리사장후,능현저강저50 g/L류산납용액재수니사장내부적삼투속도;경50차류산납용액간/습순배처리후적수니사장표현출량호적항류산염부식성능.
Sulfate attack is a key factor that results in the deterioration of concrete. A novel method was presented to improve the sulfate corrosion resistance of concrete with surface treatment by super-absorbent resin (SAR) synthesized in situ, i.e., a prepolymer solution of SAR soaked into the capillary pores of hardened concrete, initiated by infrared ray and synthesized SAR according to radical copolymerization, and then after water had been absorbed, the swollen SAR filled the capillary pores, thus prevening external sulfate penetration into the concrete. The osmosis of SO42- in cement mortar was compared before and after treatment by SAR. The sulfate corrosion characteristic of cement mortar was confirmed by scanning electron microscopy and X-ray diffraction. The laboratory testing results indicate that the osmosis of 50 g/L sodium sulfate solution in cement mortar treated by SAR was evidently reduced,and the cement mortar specimens treated by SAR has not been severely deteriorated after 50 cycles of sodium sulfate solution immersion.