Rapid grout for railroad bridge bearing
A railway bridge bearing and grouting technology, applied in the field of engineering materials, can solve the problems of short construction time, poor fluidity, and inability to meet the requirements of grouting, and achieve the effect of improving construction efficiency
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Embodiment 1
[0011] Choose 25 kg of cement, 80 kg of sand, 6 kg of expansion agent, 0.25 kg of water reducing agent, 1.5 kg of coagulant, and 0.1 kg of retarder. Put the sand in the mixer into the mixer first, then put the cement, expansion agent, water reducing agent, coagulant and retarder into the mixer, mix well and pack into bags.
Embodiment 2
[0013] Choose 60 kg of cement, 50 kg of sand, 2 kg of expansion agent, 2.5 kg of water reducing agent, 0.1 kg of coagulant, and 1.5 kg of retarder. Put the sand into the mixer first, then put the cement, expansion agent, water reducing agent, coagulant and retarder into the mixer, and mix all the selected materials in the factory and pack them into bags. After being transported to the construction site of the railway passenger dedicated line, add 14% water according to the weight percentage of the grouting material, mix it with a forced mixer for 2 minutes or manually mix it with a shovel for 5 minutes, and mix it into a very fluid slurry before use.
Embodiment 3
[0015] Choose 40 kg of cement, 65 kg of sand, 4 kg of expansion agent, 2 kg of water reducing agent, 1 kg of coagulant, and 0.6 kg of retarder. Put the sand into the mixer and mix, then put other optional materials into the mixer, mix well and pack into bags. After being transported to the construction site of the railway passenger dedicated line, add 16% water according to the weight percentage of the grouting material, and mix it with a forced mixer for 2 minutes to form a self-compacting, ultra-early strong grouting material with good fluidity. In the remaining grouting hole, depending on the ambient temperature, the crane can be released after 1 to 2 hours to complete the hoisting of the box girder.
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