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Methods for Manufacturing Cement mixing structures - SAS and Designs optimized mixtures so obtained.

机译:制造水泥混合结构的方法-SAS和Designs优化了如此获得的混合物。

摘要

A method of making a mixture, including cement, water, and polymer, the proportion of which is determined by a binary optimization procedure, which produces a cement mixture with the required endurance and settlement, without test errors, including the method The following steps are taken: (a) select the ideal tolerance and residential area for cement mixing; (b) select the cement type and polymer to be used for cement mixing; (c) implement the design optimization procedure to determine the proportion of cement type;2. The mixing of polymerization and water produces the required resistance and settlement, including the following steps of optimal design: (1) determining the average size of cement and polymerization of each selenium in an empirical way; (II) empirically pack each type of cement and polymer selected; (III) select the first mix, which shall be proportioned to the type of cement and polymer selected to prevent segregation;(IV) determine the filling density of the first mixture, which shall be the proportion of cement and polymer selected to prevent segregation; (IV) determine the filling density of the first mathematical model to fill the first mixture; 1. The first mathematical model is based on the average size of diamonds and the packing density of each cement and a-gregado selected;(v) Determine the minimum water demand from the second mathematical model in order to provide an ideal measurement (VI) for the first category, determine the calculated tolerance of the first mixture according to the third mathematical model, plus the minimum water (V) determined at El Paso;(VII) compare the calculated resistance of the first mixture with that of the source; And (VIII) repeat steps (IV) - (VII) for additive mixtures formed by nominations of various cement and polymer types until the calculated resistance of the additional mixture is equal to the - seada resistance of the cement mixture, Having an additional mix type cement to polymer type ratio to avoid separating and (d) mixing the selected cement, polymer and water ratio as defined in step (VIII),In this way, a cement cough mixture with resistance and settlement is produced. The mixing of a cement, including cement, water and addition, in which the proportion of cement, a-gua and addition are determined according to an optimized anatomical procedure. In the mixing body of a cement, there are hopeful residues and settlements, without using conventional test errors, so that 2. Mix the cement through the following procedures: (a) select the resistance and residential area required for cement mixing; (b) select the cement type and polymer used for cement mixing;(c) IMPLEMENT A DESIGN OPTIMATION PROCEDURE THAT DETERMINES PROPORTIONS OF A TYPE SELECTED FROM CEMENT, ADDED AND WATER RESULTING IN THE CEMENTOUS MIXTURE THAT HAS THE DESISTED RESISTANCE AND SETTLEMENT INCLUDING THE DESIGN OPTIMATION PROCESS: i) DETERMINE THE EMPIRICAL FORM OF THE AVERAGE DIAMETER OF THE SIZE OF EACH OF THE SELECTED TYPES OF CEMENT AND ADDED; (ii) DETERMINING EMPIRICALLY A DENSITY OF PACKAGING FOR EACH OF THE SELECTED TYPES OF CEMENT AND ADDED; (iii) SELECT A FIRST MIXTURE THAT HAS PROPORTIONS OF THE SELECTED TYPE OF CEIMENT AND AGGREGATE THAT PREVENT SEGREGATION;(iv) DETERMINE OF A FIRST MATHEMATICAL MODEL A DENSITY OF PACKAGING FOR THE FIRST MIXTURE BEING BASED ON THE FIRST MATHEMATICAL MODEL IN THE DIAMETER OF THE AVERAGE SIZE AND ON THE PACKING DENSITY FOR EACH SELECTED TYPE OF CEMENT AND AGGREGATION; (v) DETERMINE FROM A SECOND MATHEMATICAL MODEL A MINIMUM AMOUNT OF WATER REQUIRED TO PROVIDE THE DESIRED SETTLEMENT TO THE FIRST MIXING; (vi) DETERMINE FROM A THIRD MATHEMATICAL MODEL A RECITED CALCULATION FOR THE FIRST MIXTURE COMBINED IN STEP (v);Compare the lime butt strength of the first ideal mixture with (VII); and (VIH) re peir step (IV) - (VII) with the step (IV) (VII) of the additive mixture formed by the proportional change of the selected cement type until the calculated tolerance of the additional mixture is equal to the desired tolerance of the mixture. Cement mix with additional proportions of cement selenium mix and binder to avoid se gregacion; and (d) mixing proportions of selected cement types,Polymer and water as defined in Clause (VIII), resulting in a cement Tosa mixture with resistance and settlement. Figure 1
机译:一种制备包括水泥,水和聚合物的混合物的方法,其比例由二元优化程序确定,该方法可生产出具有所需耐久性和沉降性的水泥混合物,且无测试误差,包括以下方法:采取:(a)选择理想的公差和水泥搅拌的居住区域; (b)选择用于水泥搅拌的水泥类型和聚合物; (c)实施设计优化程序以确定水泥类型的比例; 2。聚合和水的混合产生所需的阻力和沉降,包括以下优化设计步骤:(1)以经验的方式确定水泥的平均粒径和每种硒的聚合; (II)根据经验包装所选的每种类型的水泥和聚合物; (III)选择第一种混合物,其比例应与为防止离析而选择的水泥和聚合物的类型成比例;(IV)确定第一混合物的填充密度,即应为防止离析而选择的水泥和聚合物的比例; (IV)确定第一数学模型的填充密度以填充第一混合物; 1.第一个数学模型是基于钻石的平均尺寸以及所选择的每种水泥和a-gregado的堆积密度;(v)从第二个数学模型中确定最小需水量以提供理想的量度(VI)对于第一类,根据第三数学模型确定第一混合物的计算公差,再加上在埃尔帕索确定的最小水(V);(VII)将第一混合物的计算电阻与源的电阻进行比较; (VIII)对通过提名各种水泥和聚合物类型形成的添加剂混合物重复步骤(IV)-(VII),直到计算出的其他混合物电阻等于水泥混合物的-Seada电阻,并具有其他混合物类型水泥与聚合物的比例以避免分离和(d)混合步骤(VIII)中定义的所选水泥,聚合物和水的比例。这样,可产生具有抵抗性和沉降性的水泥止咳混合物。水泥的混合,包括水泥,水和添加物,其中水泥,α-瓜瓜和添加物的比例根据优化的解剖程序确定。在水泥的搅拌体中,有希望的残留物和沉淀物,没有使用常规的测试误差,因此,2.按照以下步骤进行水泥搅拌:(a)选择水泥搅拌所需的阻力和居住区域; (b)选择用于水泥拌和的水泥类型和聚合物;(c)实施设计优化程序,以确定在水泥混合料中具有所需阻力和沉降(包括设计)的水泥,水泥和水中所选择的类型的比例优化过程:i)确定所选择和添加的水泥的每种尺寸的平均直径的经验形式; (ii)经验性地确定每种选定类型和添加类型的水泥的包装密度; (iii)选择具有选定类型的水泥的比例的第一混合物,并防止偏聚;(iv)确定第一数学模型基于第一模型的包装的密度为第一混合物水泥和团聚体每种选择类型的平均尺寸和包装密度; (v)从第二个数学模型中确定将所需的沉降量提供给第一次混合所需的最小量的水; (vi)从第三种数学模型确定步骤(v)中结合的第一混合物的正确计算;将第一理想混合物的石灰对接强度与(VII)进行比较; (VIH)重复步骤(IV)-(VII)和步骤(IV)(VII),通过选择的水泥类型的比例变化形成添加剂混合物,直到计算出的其他混合物的公差等于所需的混合物的公差。水泥混合料中应添加水泥硒混合料和粘结剂,以免造成偏析; (d)混合第(VIII)节中定义的所选水泥类型,聚合物和水的比例,得到具有抵抗力和沉降性的水泥土沙混合物。图1

著录项

  • 公开/公告号CO4520143A1

    专利类型

  • 公开/公告日1997-10-15

    原文格式PDF

  • 申请/专利权人 E. KHASHOGGI INDUSTRIES;

    申请/专利号CO19940036247

  • 发明设计人 ANDERSEN PER JUST;HODSON SIMON K;

    申请日1994-08-17

  • 分类号C04B7/36;

  • 国家 CO

  • 入库时间 2022-08-22 03:27:38

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