A design method of mix proportion of self-compacting concrete mixture

A technology of self-compacting concrete and mix ratio design, applied in calculation, special data processing applications, instruments, etc., can solve the problems of unpredictable mixture performance, increased workload of trial mix adjustment, waste of resources, etc.

Active Publication Date: 2018-05-15
ZHENGZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although the packing theory has been researched and applied in the concrete industry for many years, so far, there is no set of practical methods for determining the mix ratio of self-compacting high-performance concrete based on the theory, let alone the material of the mix. The composition is directly related to the self-compacting performance level. For example, the Chinese patent (application publication number CN 103304206 A) discloses a super-high-strength self-compacting concrete and its preparation method, which mainly consists of cementitious materials, high-efficiency water reducing agents, fine aggregates, Composed of coarse aggregate, water and PVA fiber, the mass percentages of cement, slag and silica fume that make up the cementitious material are: cement 70%-80%, slag 10%-20%, silica fume 5%-10%
Although the invention mentions the optimal design of ultra-high-strength self-compacting concrete based on the closest packing theory, the application documents do not involve information on any method for determining the amount of various materials using the closest packing theory. It is still the traditional concrete mix design method and mode, and the performance of the designed mixture is unpredictable, and it must be tested and adjusted in the later stage
[0005] Generally speaking, the blindness of the existing technology in the design of material mix ratio not only increases the workload of trial adjustment, but also brings waste of resources. Therefore, it is necessary to explore a more practical self-compacting high-performance concrete A New Method of Designing Mixture Ratio

Method used

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  • A design method of mix proportion of self-compacting concrete mixture
  • A design method of mix proportion of self-compacting concrete mixture
  • A design method of mix proportion of self-compacting concrete mixture

Examples

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Embodiment 1

[0163] In this embodiment, the proportion design of the C50 self-compacting concrete mixture is taken as an example, and the method for designing the proportion of the self-compacting concrete mixture specifically includes the following steps.

[0164] (1) Determine performance design goals

[0165] Specifically, this embodiment is a common reinforced concrete structure project, and the net distance between steel bars is 80-100 mm. Based on this, three kinds of mixtures of self-compacting performance levels are designed (the self-compacting performance of the mixture is expressed by the degree of slump expansion respectively The mix ratio of self-compacting concrete that reaches the three levels of SF1, SF2 and SF3), with the 28d compressive strength of 50MPa (standard cubic specimen) prepared with the same material as the standard, the strength level of self-compacting concrete is also required to reach 50MPa; at the same time, it is required to mix Good compound expansion ti...

Embodiment 2

[0308] In this example, the ratio of the self-compacting concrete mixture whose strength level is C60 is determined as an example. The raw materials are basically the same as in Example 1, except that the aggregate is determined according to five continuous grading curves calculated by the Fuller-Talbol formula. Firstly, the single-size particles obtained by sieving are combined to obtain the aggregate mixture satisfying five gradation curves, and then the aggregate gradation satisfying the closest packing state is determined through the bulk density test, and the mix ratio of the mixture is determined. Proceed as follows:

[0309] (1) Determine the preparation strength and water-binder ratio of self-compacting concrete

[0310] Calculation of Self-Compacting Concrete Preparation Strength f cu,0 : f cu,0 =1.15×6.0=69.0MPa;

[0311] The replacement rate of fly ash is still 20%, and the design strength of the cementitious material f b as follows:

[0312] ;

[0313] C...

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Abstract

The invention belongs to the technical field of concrete construction, and in particular relates to a method for designing the mixing ratio of self-compacting concrete mixture. The method includes: determining the performance design target, determining the preparation strength and water-binder ratio, determining the densest gradation (or sand rate) of the aggregate and the void ratio of different packing states, determining the amount of cementitious material and mixing water, determining the amount of bone Steps such as determining the amount of materials used, determining the amount of admixtures, and determining the actual amount of mixing water added. The present invention aims at the blindness of material selection in the design of self-compacting concrete mix ratio in the prior art, based on the basic theory of dense accumulation of particles and the composition law of solid particle materials with different particle sizes reaching the most densely packed state, the measured most densely packed state Determine the mix ratio of different materials, and at the same time establish a relationship between the mix ratio of materials corresponding to different close-packed states and the expected self-compacting performance level of the mixture, and build a set of self-compacting high-performance concrete mixtures based on the use performance as the goal. than the design method.

Description

technical field [0001] The invention belongs to the technical field of concrete construction and relates to a method for designing the mixing ratio of self-compacting concrete mixture. Background technique [0002] Self-compacting concrete is a new type of high-performance concrete that has high fluidity at low water-binder ratio without segregation and bleeding, and ensures that it can fill the mold cavity and wrap steel bars by itself without vibration under unfavorable pouring conditions. Due to the use of a large amount of industrial waste mineral fine admixtures, self-compacting concrete can significantly reduce the temperature rise of concrete, thereby improving the ability to resist external environmental erosion and deterioration, thereby improving the durability of the concrete structure; at the same time, the use of mineral fine admixtures saves cement, Reduced carbon emissions and energy consumption in cement production. Due to the above advantages, self-compacti...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F17/50C04B28/04
Inventor 汤寄予高丹盈赵军陈刚陈瑞龙徐俊娟金星崔来浩
Owner ZHENGZHOU UNIV
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