Method for controlling cracking by carrying out grouting reinforcement on thin-walled structures in building
A thin-walled structure and construction technology, applied in the direction of building structure, construction, building maintenance, etc., can solve the problems of building structure safety hazards, reinforcement maintenance, unreasonable construction methods, etc., to reduce the risk of cracking and reduce material costs , Improve the effect of appearance quality
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Embodiment 1
[0044] A method for grouting reinforcement of thin-walled structures in existing buildings and controlling cracking. It is mainly divided into four parts: formwork construction, preparation of crack-resistant grouting materials, pouring of grouting materials, and quality control. Next, each part will be expanded. illustrate.
[0045] 1. Formwork construction
[0046] 1. Construction of permeable template cloth
[0047]Due to the large amount of cement used in the grouting material, the water-cement ratio is small, the early strength is high, the ultimate strain is small, and the crack resistance is poor. If the maintenance is not proper, it is very easy to cause stress due to surface water loss or temperature difference, resulting in cracking of the grouting material, and such cracks are likely to be penetrating, which has a great impact on the structure. Based on this consideration, for the first time in the grouting reinforcement construction of thin-walled structures, per...
Embodiment 2
[0094] A method for grouting and reinforcing existing buildings, the process of which is roughly the same as in Example 1, the difference being that the anti-cracking grouting material is prepared from the following components and raw materials in parts by weight: grouting material 100, active Admixture 20, retarder 0.02, fiber 0.05, powder filler 20, aggregate 50. The performance of the grouting material should meet the requirements of GB / T50448-2008 "Technical Specifications for the Application of Cement-based Grouting Materials". The active admixture is slag powder, the retarder is citric acid, the fiber is polypropylene fiber, and the particle size of the aggregate is not greater than 10mm. Continuous particle size fine stone, powder filler is quartz powder.
Embodiment 3
[0096] A method for grouting and reinforcing existing buildings, the process of which is roughly the same as in Example 1, the difference being that the anti-cracking grouting material is prepared from the following components and raw materials in parts by weight: grouting material 100, active Admixture 50, retarder 0.2, fiber 0.2, powder filler 50, aggregate 100, the performance of the grouting material should meet the requirements of GB / T50448-2008 "Technical Specifications for the Application of Cement-based Grouting Materials", and the active admixture is slag powder and Steel slag powder; the retarder is gluconic acid, the fiber is polypropylene fiber, the aggregate is continuous particle size fine stone with a particle size not greater than 10mm, and the powder filler is talcum powder.
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