首页> 外国专利> A method for improving the durability of Concrete formulations, a method to control the amount of Air in the formulations of Concrete, concrete Composition and structure that includes the formulation of Concrete

A method for improving the durability of Concrete formulations, a method to control the amount of Air in the formulations of Concrete, concrete Composition and structure that includes the formulation of Concrete

机译:一种改善混凝土配方耐久性的方法,一种控制混凝土配方中空气量的方法,包括混凝土配方的混凝土组合物和结构

摘要

Methods for controlling the durability and / or air quantity in the cement formulation include combining cement, water and optional blends, powder additives and / or additives to form a cement mixture; adding pre expanded particles to the cement mixture to form a cement preparation. The average diameter of the particles before edema is 0.2mm-3mm, the density of the whole block is 0.015g/ml-0.35g/ml, and the dimension is 1:3,And a continuous, smooth shell According to ASTM c666 (2003) procedure a, the curing and curing formula of concrete usually has at least 70% relative dynamic modules. The lethal amount in concrete is generally higher than the amount of air in a similar formula without pre expanded particles, determined in accordance with ASTM C21 as a percentage of pre expanded volume. The concrete formula can be used to make articles. Requirement No. 22: one concrete composition, including 8-20% of cement volume, 11-50% of fine addition,9-40% of the bulk treatment volume, 7-30% of the water volume, 6-40% of the pre expansion particles, which supply w / W from 0.25 to 0.6% of the water to the cement field; the average sector diameter of the pre expansion particles is 0.2 to 3 mm, and the bulk density is 0.015 g / CC a. 0.35g/ml, 1-3-dimensional relationship with continuous and smooth external area; according to procedure a of ASTM c666 (2003), the curing and hardening structure of concrete has at least 70% relative modulation (RDM);Ants that had solidified and solidified there for 28 days had a composition with compressive resistance of at least 1400 psi tested in accordance with ASTM C39.
机译:控制水泥配方中的耐久性和/或空气量的方法包括将水泥,水和任选的掺合物,粉末添加剂和/或添加剂混合以形成水泥混合物;将预发泡颗粒添加到水泥混合物中以形成水泥制剂。水肿前颗粒的平均直径为0.2mm-3mm,整个块的密度为0.015g / ml-0.35g / ml,尺寸为1:3,并且根据ASTM c666( 2003)程序a中,混凝土的养护和养护配方通常具有至少70%的相对动态模量。混凝土中的致死量通常高于没有预发泡颗粒的类似配方中的空气量,按照ASTM C21的规定,该量是预发泡体积的百分比。具体配方可用于制造物品。要求22:一种混凝土组合物,包括8-20%的水泥量,11-50%的细粉,9-40%的散装处理量,7-30%的水量,6-40%的水泥。预膨胀颗粒,其将水的0.25%至0.6%的w / W提供给水泥田;预膨胀颗粒的平均扇形直径为0.2至3mm,堆密度为0.015g / CC a。 0.35g / ml,1-3维关系,外部连续且平滑;根据ASTM c666(2003)的程序a,混凝土的固化和硬化结构具有至少70%的相对调制(RDM);在该处固化并固化28天的蚂蚁的成分的抗压强度至少为1400 psi根据ASTM C39测试。

著录项

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号