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    • 1. 发明申请
    • Method for testing self drying effect of cement-based material
    • 测试水泥基材料自干效果的方法
    • US20140144217A1
    • 2014-05-29
    • US14131816
    • 2011-12-30
    • Jiaping LiuQian TianTing YaoYujiang WangYujiang WangHang ZhangJianye Zhang
    • Jiaping LiuQian TianTing YaoYujiang WangYujiang WangHang ZhangJianye Zhang
    • G01N33/38
    • G01N33/383
    • Disclosed is a method for testing the self-drying effect of a cement-based material, capable of testing the change in humidity of the cement-based material after the final setting until the Id stage of adding water, so as to reflect the water consumption therein and the self-drying course. In the time period after the final setting of the cement-based material until the 1 d stage of adding water and forming, the dew-point temperature inside the cement-based material is tested, and then the relative humidity inside the cement-based material is calculated using a formula. The present invention can test the change in humidity of the cement-based material after the final setting until the Id stage of adding water, so as to reflect the internal water consumption therein and the self-drying course. Further provided is a multi -stage test method for the whole course, capable of testing the whole course of continuous reduction in relative humidity from an initial 100%, in sealed conditions, starting with adding water and formation of the cement-based material, so as to provide a theoretical foundation for the quantitative calculation of the self-drying and shrinking thereof.
    • 公开了一种用于测试水泥基材料的自干燥效果的方法,其能够在最终凝固之后测试水泥基材料的湿度变化,直到添加水的Id阶段,以便反映水的消耗 在那里和自干课程。 在水泥基材料最终凝固至添加水和成型1天阶段的时间段内,测试水泥基材料内的露点温度,然后测试水泥基材料内的相对湿度 使用公式计算。 本发明可以测试最终凝固后的水泥基材料的湿度变化,直到添加水的Id阶段,以反映其内部的水分消耗和自干燥过程。 进一步提供了一个整个过程的多级测试方法,能够在密封条件下从最初的100%测试相对湿度的连续降低的全过程,从添加水和形成水泥基材料开始,因此 为自身干燥和收缩的定量计算提供了理论依据。
    • 2. 发明申请
    • Method for testing setting time of cement-based material
    • 水泥基材料凝固时间测试方法
    • US20140130620A1
    • 2014-05-15
    • US14131748
    • 2011-12-30
    • Qian TianJiaping LiuHang ZhangYujiang WangFei GuoJianye Zhang
    • Qian TianJiaping LiuHang ZhangYujiang WangFei GuoJianye Zhang
    • G01N33/38
    • G01N33/383G01N11/00G01N2013/0208G01N2203/0092
    • Disclosed is a method for testing the setting time of a cement-based material: testing the capillary negative pressure of a non-bleeding cement-based material, with the time at which the capillary negative pressure reaches a threshold value A as the initial setting time, and/or the time at which the capillary negative pressure reaches a threshold value B as the final setting time, wherein threshold value A is 8-10 kPa, and threshold value B is 54-56 kPa. Alternatively, threshold value A and threshold value B are determined by the following method: formulating a cement-based material for the determination of threshold values with the same raw materials at the same formulation ratio; after vibration-compaction, placing a portion into a measuring mold; after vibration-compaction, testing the capillary negative pressure of the non-bleeding cement-based material placed in the measuring mold; under the same conditions, synchronously testing and determining the initial setting time and final setting time of the cement-based material for the determination of threshold values by a penetration resistance method; the capillary negative pressure corresponding to the initial setting time and final setting time of the cement-based material for the determination of threshold values are respectively threshold value A and threshold value B. The method can not only be used in standard tests for a laboratory cement setting time under standard temperature conditions, but can also be used to realize remote, automatic, and continuous in situ monitoring for the setting time of a cast-in-situ concrete structure.
    • 公开了一种用于测试水泥基材料的凝固时间的方法:测试非渗出水泥基材料的毛细管负压,其中毛细管负压达到阈值A的时间为初始凝固时间 ,和/或毛细管负压达到阈值B作为最终凝固时间的时间,其中阈值A为8-10kPa,阈值B为54-56kPa。 或者,通过以下方法确定阈值A和阈值B:配制用于以相同配制比的相同原料测定阈值的水泥基材料; 在振动压实之后,将一部分放置在测量模具中; 振动压实后,测试放置在测量模具中的不渗出水泥基材料的毛细管负压; 在相同条件下,通过渗透阻力法同步测试和确定水泥基材料的初始凝固时间和最终凝固时间,以确定阈值; 用于确定阈值的水泥基材料的初始凝固时间和最终凝固时间的毛细管负压分别为阈值A和阈值B.该方法不仅可用于实验室水泥的标准试验 在标准温度条件下凝固时间,也可用于对现浇混凝土结构的凝固时间进行远程,自动和连续的现场监测。
    • 4. 发明授权
    • Method for testing self drying effect of cement-based material
    • 测试水泥基材料自干效果的方法
    • US09470672B2
    • 2016-10-18
    • US14131816
    • 2011-12-30
    • Jiaping LiuQian TianTing YaoYujiang WangYujiang WangHang ZhangJianye Zhang
    • Jiaping LiuQian TianTing YaoYujiang WangYujiang WangHang ZhangJianye Zhang
    • G01N5/02G01N33/38
    • G01N33/383
    • Disclosed is a method for testing the self-drying effect of a cement-based material, capable of testing the change in humidity of the cement-based material after the final setting until the Id stage of adding water, so as to reflect the water consumption therein and the self-drying course. In the time period after the final setting of the cement-based material until the 1 d stage of adding water and forming, the dew-point temperature inside the cement-based material is tested, and then the relative humidity inside the cement-based material is calculated using a formula. The present invention can test the change in humidity of the cement-based material after the final setting until the Id stage of adding water, so as to reflect the internal water consumption therein and the self-drying course. Further provided is a multi-stage test method for the whole course, capable of testing the whole course of continuous reduction in relative humidity from an initial 100%, in sealed conditions, starting with adding water and formation of the cement-based material, so as to provide a theoretical foundation for the quantitative calculation of the self-drying and shrinking thereof.
    • 公开了一种用于测试水泥基材料的自干效果的方法,其能够在最终凝固之后测试水泥基材料的湿度变化,直到添加水的Id阶段,以便反映水的消耗量 在那里和自干课程。 在水泥基材料最终凝固至添加水和成型1天阶段的时间段内,测试水泥基材料内的露点温度,然后测试水泥基材料内的相对湿度 使用公式计算。 本发明可以测试最终凝固后的水泥基材料的湿度变化,直到添加水的Id阶段,以反映其内部的水分消耗和自干燥过程。 进一步提供了一个全程的多级测试方法,能够在密封条件下从最初的100%连续降低相对湿度的全过程,从添加水和形成水泥基材料开始, 为自身干燥和收缩的定量计算提供了理论依据。
    • 5. 发明授权
    • Method for testing setting time of cement-based material
    • 水泥基材料凝固时间测试方法
    • US09389216B2
    • 2016-07-12
    • US14131748
    • 2011-12-30
    • Qian TianJiaping LiuHang ZhangYujiang WangFei GuoJianye Zhang
    • Qian TianJiaping LiuHang ZhangYujiang WangFei GuoJianye Zhang
    • G01N33/38G01N11/00G01N13/02
    • G01N33/383G01N11/00G01N2013/0208G01N2203/0092
    • Disclosed is a method for testing the setting time of a cement-based material: testing the capillary negative pressure of a non-bleeding cement-based material, with the time at which the capillary negative pressure reaches a threshold value A as the initial setting time, and/or the time at which the capillary negative pressure reaches a threshold value B as the final setting time, wherein threshold value A is 8-10 kPa, and threshold value B is 54-56 kPa. Alternatively, threshold value A and threshold value B are determined by the following method: formulating a cement-based material for the determination of threshold values with the same raw materials at the same formulation ratio; after vibration-compaction, placing a portion into a measuring mold; after vibration-compaction, testing the capillary negative pressure of the non-bleeding cement-based material placed in the measuring mold; under the same conditions, synchronously testing and determining the initial setting time and final setting time of the cement-based material for the determination of threshold values by a penetration resistance method; the capillary negative pressure corresponding to the initial setting time and final setting time of the cement-based material for the determination of threshold values are respectively threshold value A and threshold value B. The method can not only be used in standard tests for a laboratory cement setting time under standard temperature conditions, but can also be used to realize remote, automatic, and continuous in situ monitoring for the setting time of a cast-in-situ concrete structure.
    • 公开了一种用于测试水泥基材料的凝固时间的方法:测试非渗出水泥基材料的毛细管负压,其中毛细管负压达到阈值A的时间为初始凝固时间 ,和/或毛细管负压达到阈值B作为最终凝固时间的时间,其中阈值A为8-10kPa,阈值B为54-56kPa。 或者,通过以下方法确定阈值A和阈值B:配制用于以相同配制比的相同原料测定阈值的水泥基材料; 在振动压实之后,将一部分放置在测量模具中; 振动压实后,测试放置在测量模具中的不渗出水泥基材料的毛细管负压; 在相同条件下,通过渗透阻力法同步测试和确定水泥基材料的初始凝固时间和最终凝固时间,以确定阈值; 用于确定阈值的水泥基材料的初始凝固时间和最终凝固时间的毛细管负压分别为阈值A和阈值B.该方法不仅可用于实验室水泥的标准试验 在标准温度条件下凝固时间,也可用于对现浇混凝土结构的凝固时间进行远程,自动和连续的现场监测。