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Design method for determining formula of super early strength cement-based material

An early-strength cement and design method technology, applied in the field of building materials, can solve the problems of difficulty in controlling and lack of reasonable dosage of admixtures, and achieve the effects of optimized design, improved performance, and simple operation

Active Publication Date: 2018-08-24
CHINA RAILWAY BRIDGE SCI RES INST LTD +1
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, there is currently no sufficient theoretical support and basis for the design of ultra-early-strength cement-based materials, and in engineering applications, due to the influence of construction technology and construction period, the reasonable dosage of admixtures in the ultra-early-strength cement-based material system also difficult to control

Method used

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  • Design method for determining formula of super early strength cement-based material
  • Design method for determining formula of super early strength cement-based material
  • Design method for determining formula of super early strength cement-based material

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Embodiment 1

[0052] A formula design method for super early strength cement-based materials, comprising the steps of:

[0053] S1: Determine the mass of each solid component in the matrix of super early strength cement-based materials per cubic meter according to the close packing theory, and the results are shown in Table 1:

[0054]Table 1 Super early strength cement-based material matrix mix ratio (kg / m 3 )

[0055] composition

cement

mineral admixture

Aggregate (0~0.6mm)

Aggregate (0.6~3.35mm)

quality

900

200

600

400

[0056] S2: Determine the water-binder ratio of the super-early-strength cement-based material to be 0.2.

[0057] S3: According to the compatibility between the matrix and the superplasticizer, the mass dosage of the polycarboxylate high-efficiency superplasticizer is determined to be 1.6% of the mass of the gel material; in this embodiment, the gel material is cement and mineral admixtures.

[0058] S4: Response surfac...

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Abstract

The invention discloses a design method for determining the formula of a super early strength cement-based material. The method comprises the following steps: determining the solid component proportion of a matrix according to a dense packing theory; determining a water-to-binder ratio; determining the mixing mass of a water reducer; determining an investigation factor and a response target basedon a response surface technology, designing test, and calculating the best theoretical value of the investigation factor by using a model fitted according to the obtained test result; and adding fibers with different volumes and determining the best volume of the fibers based on the mass content of each component of the super early strength cement-based material, obtained in the above steps, in order to obtain the formula of the super early strength cement-based material. The ratio of the super early strength cement-based material with the ability to maintain excellent workability and mechanical properties is obtained by optimizing the proportion of the matrix and the mass content of the investigation factor. The method is simple to operate, can accurately determine the reasonable ratio ofcomponents needed by the super early strength cement-based material, and provides a basis for the precise design of the performances of the super early strong cement-based material.

Description

technical field [0001] The invention relates to the technical field of building materials, in particular to a design method for determining the formula of super-early-strength cement-based materials. Background technique [0002] With the rapid development of my country's infrastructure construction, cement-based materials have become the main building materials for airport pavements, highway bridges and industrial buildings. There are varying degrees of damage. For example, the expansion joints of urban bridges, under the repeated action of vehicles and the erosion of harsh environments, have become the parts of bridge structures that are generally damaged earlier, seriously affecting road transportation. The use of traditional expansion joint repair materials, due to the disadvantages of long process period and late opening of traffic, seriously affects urban traffic travel and also brings great losses to social and economic benefits. Now the country is vigorously develop...

Claims

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Application Information

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IPC IPC(8): C04B28/02
CPCC04B28/02C04B2201/50C04B14/48C04B18/146C04B18/08C04B18/141C04B14/28C04B14/365C04B22/064C04B14/06C04B20/0076C04B2103/302C04B2103/12C04B2103/22
Inventor 张志豪陈露一吴美艳黄有强李信郑丽许婷杨剑寒秦岭陈鑫
Owner CHINA RAILWAY BRIDGE SCI RES INST LTD
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