Crack-resistant high-strength concrete with full utilization of limestone resources
A concrete and limestone technology, applied in the field of crack-resistant high-strength (C60 and above) limestone resource full utilization concrete, can solve the problems of inability to effectively get rid of, limit the full development and utilization of limestone resources, increase concrete shrinkage and cracking sensitivity, etc. The scope of application, the effect of improving the technical level of preparation and application, and reducing the susceptibility to shrinkage and cracking
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0018] The proportion of each component of a crack-resistant high-strength limestone resource full utilization concrete is as follows: water is 144kg / m 3 ; Cement is 410kg / m 3 ;Limestone powder is 70kg / m 3 ; Machine-made sand is 720kg / m 3 ; Crushed stone is 1060kg / m 3 ;Fiber is 1.2kg / m 3 ;Shrinkage reducing agent is 9.5kg / m 3 ;Water reducing agent is 5kg / m 3 . The above-mentioned components are mixed evenly to obtain low-shrinkage, crack-resistant, high-strength limestone resource-full utilization concrete; its performance and technical indicators are shown in Table 1.
Embodiment 2
[0020] The proportion of each component of a crack-resistant high-strength limestone resource full utilization concrete is as follows: water is 146kg / m 3 ; cement is 440kg / m 3 ;Limestone powder is 80kg / m 3 ; Machine-made sand is 694kg / m 3 ; Crushed stone is 1050kg / m 3 ;Fiber is 1.3kg / m 3 ;Shrinkage reducing agent is 10kg / m 3 ;Water reducing agent is 5.5kg / m 3 . The above-mentioned components are mixed evenly to obtain low-shrinkage, crack-resistant, high-strength limestone resource-full utilization concrete; its performance and technical indicators are shown in Table 1.
Embodiment 3
[0022] The proportion of each component of a crack-resistant high-strength limestone resource full utilization concrete is as follows: water is 143kg / m 3 ; Cement is 460kg / m 3 ;Limestone powder is 90kg / m 3 ; Machine-made sand is 685kg / m 3 ; Crushed stone is 1025kg / m 3 ;Fiber is 1.4kg / m 3 ;Shrinkage reducing agent is 10.5kg / m 3 ; Water reducing agent is 6kg / m 3 . The above-mentioned components are mixed evenly to obtain low-shrinkage, crack-resistant, high-strength limestone resource-full utilization concrete; its performance and technical indicators are shown in Table 1.
[0023] Table 1 Performance and technical indicators of low-shrinkage, crack-resistant, high-strength limestone resource fully utilized concrete
[0024]
[0025] It can be seen from Table 1 that the high-strength concrete of the present invention has the advantages of low shrinkage and high crack resistance, and realizes the purpose of fully utilizing limestone resources in concrete.
PUM
| Property | Measurement | Unit |
|---|---|---|
| elastic modulus | aaaaa | aaaaa |
| elongation at break | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More 
