Concrete member mending agent, preparation method and construction method
A construction method and repairing agent technology, applied in earthwork drilling, building maintenance, shaft equipment, etc., can solve the problems of large hydration shrinkage, inconsistent color, and easy cracking of cement slurry, so as to improve construction performance and reduce construction cost. Good strength and good appearance
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Embodiment 1
[0067] The formulation of the repair agent is as follows:
[0068] P.O42.5 Portland cement: 240kg;
[0069] 42.5 grade sulphoaluminate cement: 60kg;
[0070] Class II fly ash: 150kg;
[0071] S95 grade mineral powder: 100kg;
[0072] 70-120 mesh quartz sand: 280kg;
[0073] Rubber powder 8031H: 50kg;
[0074] Rubber powder 5011L: 20kg;
[0075] Cellulose ether 10007P4: 0.5kg;
[0076] Thixotropic lubricant 602: 5 kg.
[0077] The preparation process is as follows: Accurately weigh each raw material component of the above weight, mix and stir evenly to obtain.
[0078] The construction process is as follows:
[0079] (1) The concrete components such as bridge piers, beams, tunnels, and track slabs to be treated should first be brushed with a wire brush to clean the surface laitance;
[0080] (2) Sprinkle water on the surface of the concrete component to be treated until the concrete surface is saturated with water;
[0081] (3) Mix the repair agent and water in the rati...
Embodiment 2
[0094] The cement paint formula is as follows:
[0095] P.O42.5 Portland cement: 232kg;
[0096] 42.5 grade sulphoaluminate cement: 58kg;
[0097] Class II fly ash: 100kg;
[0098] S95 grade mineral powder: 160kg;
[0099] 70-120 mesh quartz sand: 300kg;
[0100] Rubber powder 8031H: 45kg;
[0101] Rubber powder 5011L: 20kg;
[0102] Cellulose ether 10007P4: 1kg;
[0103] Thixotropic lubricant 602: 7 kg.
[0104] The preparation process is as follows: Accurately weigh each raw material component of the above weight, mix and stir evenly to obtain.
[0105] The construction process is as follows:
[0106] (1) The concrete components such as bridge piers, beams, tunnels, and track slabs to be treated should first be brushed with a wire brush to clean the surface laitance;
[0107] (2) Sprinkle water on the surface of the concrete component to be treated until the surface is saturated with water;
[0108] (3) Evenly wipe the dry powder of the repair agent on the surface ...
Embodiment 3
[0117] The formulation of the repair agent is as follows:
[0118] P.O42.5 Portland cement: 260kg;
[0119] 42.5 grade sulphoaluminate cement: 75kg;
[0120] Class II fly ash: 90kg;
[0121] S95 grade mineral powder: 170kg;
[0122] 70-120 mesh quartz sand: 260kg;
[0123] Rubber powder 8031H: 45kg;
[0124] Rubber powder 5011L: 25kg;
[0125] Cellulose ether 10007P4: 1.3kg;
[0126] Thixotropic lubricant 602: 9 kg.
[0127] Preparation method and construction method are the same as embodiment 1.
[0128] The performance test after construction treatment according to the aforementioned construction method is as follows:
[0129] (1) The appearance color is basically the same as the matrix color of the concrete component;
[0130] (2) Low water absorption, the water absorption of the Caston tube is 0.7ml in 5 hours;
[0131] (3) Scrub resistance, can withstand 20,000 times of scrubbing without revealing the bottom;
[0132] (4) No obvious pan-alkaline phenomenon;
...
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