Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
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Lei Xiaoyu, Yan Mingli, Shen Xuejing, Yan Xuefeng. EFFECT OF GROUNDWATER DESIGN OF BUILDING FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 85-87. doi: 10.13204/j.gyjz201011021
Citation: Zhang Hongbo, Gao Peiwei, Geng Fei, Chen Xiong, Zhao Jie. RESEARCH ON DEFORMATION OF MORTAR WITH NOVEL EXPANSIVE AGENT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 119-123. doi: 10.13204/j.gyjz201207020

RESEARCH ON DEFORMATION OF MORTAR WITH NOVEL EXPANSIVE AGENT

doi: 10.13204/j.gyjz201207020
  • Received Date: 2011-08-09
  • Publish Date: 2012-07-20
  • A novel expansive agent was prepared by using magnetite and dolomite tailings through certain process.The deformation properties of mortar mixed with expansive agent and fly ash were investigated. Results showed that atthe early age, the expansion speed increased obviously with the increase of hydration temperature, but at the later agethere was no obvious effect on the increase of expansion speed. The dry shrinkage of mortar can be seriouslysuppressed by both expansive agents and fly ash, and dry shrinkage tended stable at the age of 90 d. The temperaturewas an important factor for the restricted expansion of mortar, so the temperature should be strictly controlled whenusing this expansive agent. The regression analysis curve showed that the expansion properties of this expansive agentwere stable through the whole course of hydration, and there was no excessive expansion and retraction.
  • 吴中伟.补偿收缩混凝土[M].北京:中国建筑工业出版社,1979.
    [2] 朱伯芳.论微膨胀混凝土筑坝技术[J].水利发电学报,2000,18(3):1-13.
    [3] 高培伟,卢小琳,唐明述.膨胀剂对混凝土变形性能的影响[J].南京航空航天大学学报,2006,38(2):251-255.
    [4] 刘数华,方坤河.MgO混凝土自生体积变形的数学模型[J].水力发电学报,2006,25(1):81-84.
    [5] Gao Peiwei,Lu Xiaolin.Using a New Composite ExpansiveMaterial to Decrease Deformation and Fracture of Concrete[J].Materials Letters,2008,62(1):106-108.
    [6] 陈昌礼,李承木.外掺MgO与水泥内含MgO在大体积混凝土中的膨胀效应[J].混凝土,2009(11):74-77.
    [7] Nokken M.Expansion of MgO in Cement Pastes Measured byDifferent Methods[J].ACI Material Journal,2008,409(1):1-17.
    [8] Peiwei Gao,Xiaolin Lu.Production of MgO-Type Expansive Agentin Dam Concrete by Use of Industrial By-Products[J].Buildingand Environment,2008,43(4):453-457.
    [9] Burrows R W,Kepler W F,Hurcomb D,et al.Three SimpleTests for Selecting Low Crack Cement[J].Cement and ConcreteComposites,2004,26(5):509-519.
    [10] 马婧姝,张少明.新型复合MgO膨胀材料的膨胀效果[J].南京工业大学学报,2009,31(4):89-93.
    [11] 陈胡星,马先伟.粉煤灰对氧化镁微膨胀水泥膨胀性能的影响及其机制[J].材料科学与工程学报,2010,28(2):181-185.
    [12] 阎培渝,陈广智.养护温度和胶凝材料组成对膨胀剂限制膨胀率的影响[J].建筑技术,2001,32(1):22-23.
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