Summary of the invention
Problem to be solved by this invention provides a kind of blast furnace granulated slag as the application of fine aggregate in the preparation concrete, and the alternative existing fine aggregate of blast furnace granulated slag is prepared the concrete of various strength grades, and can reduce concrete production cost.
Technical scheme provided by the invention is: blast furnace granulated slag substitutes the application of sand in concrete batching as fine aggregate.
Described blast furnace granulated slag is that unit weight is greater than 800kg/m
3And less than 1600kg/m
3Grain slag, and do not contain iron filings impurity.
Described concrete moiety is 7-9wt% water, 10-20wt% cement, 19-26wt% blast furnace granulated slag, 46-53wt% coarse aggregate, 1.5-3.0wt% flyash, 1-2wt% breeze and 0.15-0.30wt% admixture etc.
Blast-furnace slag is used for concrete as a kind of adulterant in the prior art, improves concrete density and water-retentivity, improves concrete performance effectively, improves concrete serviceability.The present invention replaces the sand in the prior art normal concrete to prepare the concrete that satisfies various strength grades as fine aggregate blast-furnace slag fully.
The moiety of conventional concrete is water, cement, fine aggregate (sand), coarse aggregate (stone), adulterant (flyash or breeze), admixture etc., the present invention substitutes sand in the conventional concrete with blast furnace granulated slag as fine aggregate, prepare the concrete of various strength grades, and can reduce concrete production cost.
Embodiment
One. the selection of concrete raw material
1. the dominant ideas selected of concrete raw material
(1) grain slag: blast furnace granulated slag is that unit weight is greater than 800kg/m
3And less than 1600kg/m
3Grain slag, fineness modulus is 1.8-3.3, and does not contain iron filings impurity.
(2) adulterant (flyash and breeze): in concrete, mix a certain amount of flyash or breeze, make hydrated reaction of cement more abundant, improve concrete density and water-retentivity, reduce bleeding and segregation phenomenon, thereby improved the concrete performance of grain slag effectively.
(3) coarse aggregate: identical with the coarse aggregate of normal concrete.
(4) admixture: high efficiency water reducing agent, to satisfy high slump and pumping concrete construction requirement.
2. the check of the every index of grain slag
Carry out every detection by GB/T14684-2001 " building sand " inspecting standard.
(1) grain slag Sieve Analysis Test, its fineness modulus are 2.2-2.8, and the grain composition test-results sees Table one.
Table one
(2) silt content of grain slag and clod content are zero substantially.
(3) loose bulk density of grain slag is 970kg/m
3, tightly packed density is 1120kg/m
3
Two. the test of grain slag mix Design
Water-cement ratio, adulterant volume, grain slag rate (with reference to the definition of sand coarse aggregate ratio, the grain slag rate refers to that grain slag accounts for the weight ratio of grain slag and coarse aggregate summation) are grain slag mix Design main experiment parameters.
1. test design thinking:
Utilize blast furnace granulated slag to substitute fine aggregate in the concrete fully, make the concrete requirement of satisfying various strength grades according to a conventional method, and the grain slag concrete is along with the variation of water-cement ratio, strength change laws is basic consistent with the Strength of Common variation.Compare according to the density value of grain slag and the density value of sand, its volume to weight ratio is 0.69: 1.
2. test combinations condition:
(1) water-cement ratio: 0.40,0.45,0.50,0.55.
(2) doping quantity of fly ash: 15%.
(3) contents of ground slag: 10%.
(4) water reducer volume: 1.0%.
(5) slump: 160-200mm.
3. test-results
(1) concrete molding parameter sees Table two.
(2) the mechanical performance of concrete detected result sees Table three.
The concrete molding parameter table of grain slag
Unit: kg/m
3Table two
Grain slag mechanical performance of concrete detected result table
Table three
(3) the concrete anti-permeability performance test of grain slag
Test is with reference to anti-permeability performance tentative specification among " Standard for test methods of longterm performance and durability of ordinary concrete " (GBJ 82-85), adopt end face diameter 175mm, bottom surface diameter 185mm, highly be the Rotary-table test specimen of 150mm, in moulding form removal after 24 hours, and brush away both ends of the surface cement serous coat with wire brush, send into the standard curing room maintenance then and carry out impermeability test, test-results such as table four length of time to 28d:
Grain slag concrete impermeability detected result table four
Numbering |
Maximum hydraulic pressure value (MPa) when seeping water does not appear in 4 test specimens |
Impervious grade |
Numbering |
Maximum hydraulic pressure value (MPa) when seeping water does not appear in 4 test specimens |
Impervious grade |
B1 |
1.0 |
P8 |
B5 |
1.1 |
P10 |
B2 |
1.0 |
P8 |
B6 |
1.3 |
P12 |
B3 |
0.8 |
P6 |
B7 |
1.0 |
P8 |
B4 |
1.4 |
P12 |
B8 |
1.2 |
P10 |
From last watch test result as can be seen, concrete anti-permeability performance of grain slag and normal concrete anti-permeability performance basically identical substitute fine aggregate with grain slag and can prepare the water-tight concrete that satisfies construction requirement.
(4) the concrete unit weight of grain slag only is 2200kg/m
3, and normal concrete unit weight is 2400kg/m
3, this greatly reduces the load of engineering entity.
This test design slump is 160-200mm, all satisfies the pump concrete requirement, and concrete mix water-retentivity and cohesiveness are better.
Aspect construction application, select for use the B-3 proportioning as the C25 strength grade of concrete, in construction, bleeding, segregation phenomenon do not take place in concrete, be that concrete workability is better, concrete serviceability also satisfies construction requirement, does not also occur quality problems such as honeycomb and scale simultaneously behind the concrete formation, has reached the requirement of real outer light in the concrete fully.The concrete strength result also satisfies the requirement of C25 strength grade.
Three. conclusion
1. blast furnace granulated slag can substitute fine aggregate fully and is used for concrete, the variation of grain slag rate is consistent with sand coarse aggregate ratio variation in the normal concrete when substituting fully, the grain slag concrete is along with the variation of water cement ratio, strength change laws is basic consistent with the Strength of Common variation, equally with normal concrete can satisfy the concrete requirement of different intensity grades.
2. the concrete unit weight of grain slag only is 2200kg/m
3, and normal concrete unit weight is 2400kg/m
3, this has reduced the load of engineering entity to a great extent.
3. concrete anti-permeability performance of grain slag and normal concrete anti-permeability performance basically identical substitute fine aggregate with grain slag and can prepare the water-tight concrete that satisfies construction requirement.
4. the unit weight of grain slag is 69% of regular concrete sand unit weight only, and the price of price and sand is suitable, and the grain slag consumption is 69% of a normal concrete sand consumption in same concrete, has so just reduced concrete production cost.
5. grain slag substitutes fine aggregate fully and is used for concrete, and it is not enough and require to take the other technologies measure to meet the demands certainly will to increase the problem of concrete production cost owing to the quality of sand can not satisfy concrete to have solved sand source, China some areas.