Slab ballastless track wide-narrow joint quick repair polymer concrete and preparation method thereof
A technology of slab ballastless track and polymer, which is applied in the field of ballastless track building materials, can solve the problems of slow hardening, poor durability, and low cohesive force, and achieve the effects of fast hardening, good bonding ability, and small drying shrinkage
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[0055] In order to achieve the above object, according to another aspect of the present invention, there is also provided a kind of preparation method of polymer concrete for rapid repair of wide and narrow joints of CRTSII type slab ballastless track as described above, comprising the steps of:
[0056] A. Weigh cement, fly ash, gravel, sand, expansion agent, water reducer, coagulant, retarder and concrete modifier according to the weight ratio as mentioned above, and put them in a mixer to mix them evenly , the stirring time is controlled at 15-60 seconds;
[0057] B. Add water weighed according to the weight ratio as mentioned above to the stirred product obtained in step A, and continue stirring for 30-120 seconds to obtain the polymer concrete.
Embodiment 1
[0059] Take 50 parts by weight of sulfoaluminate cement; 5 parts by weight of fly ash; 50 parts by weight of pebbles with a particle size of 5-16mm; 20 parts by weight of river sand with a fineness modulus of 2.4-3.1; 10 parts of U-shaped expansion agent; 5 parts by weight of carboxylic acid water reducing agent; 1.2 parts by weight of polyacrylamide as concrete modifier.
[0060] The above-mentioned ingredients were weighed and transferred to a mixer, and stirred uniformly for 60 seconds; then 20 parts by weight of water was added, and the stirring was continued for 60 seconds to obtain the high-performance polymer concrete of the present invention. Its compressive strength is tested according to the compressive strength test method in GB / T 50081-2002 "Standard for Test Methods of Mechanical Properties of Ordinary Concrete". The method for measuring the bonded splitting tensile strength of concrete was tested, and the shrinkage rate (28d) was measured according to the shrinka...
Embodiment 2
[0062] Take 40 parts by weight of sulfoaluminate cement; 18 parts by weight of PO52.5 ordinary silicate; 7 parts by weight of fly ash; 45 parts by weight of pebbles with a particle size of 5-16mm; 15 parts of calcium sulfoaluminate expansion agent; 8 parts by weight of powdered polycarboxylate superplasticizer; 0.5 parts by weight of coagulant lithium carbonate; 0.5 parts by weight of retarder boric acid, and 1.5 parts by weight of concrete modifier latex powder.
[0063] The above-mentioned ingredients are weighed and transferred to a mixer, and stirred uniformly for 60 seconds; then 15 parts by weight of water are added, and the stirring is continued for 30 seconds to obtain the high-performance polymer concrete of the present invention. Its compressive strength is tested according to the compressive strength test method in GB / T 50081-2002 "Standard for Test Methods of Mechanical Properties of Ordinary Concrete". The method for measuring the bonded splitting tensile strength...
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