Anchoring slurry material of prestressed anchoring cable of large cross-section tunnel of high-speed rail
A technology of prestressed anchor cables and high-speed railways. It is applied in the installation of anchor rods, mining equipment, earthwork drilling and mining, etc. It can solve the problems that cannot meet the construction requirements and achieve good workability, high early strength and moderate consistency.
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[0033] Example 1
[0034] Take the following materials in terms of mass percentage: 99.50% sulphoaluminate cement, 0.12% polycarboxylate water-reducing agent powder, 0.10% boric acid, 0.15% citric acid, 0.05% air-entraining agent, 0.08% lignin fiber, after mixing evenly , Use 0.30 water-binder ratio to formulate grouting material.
[0035] Using the prestressed anchor cable in Example 1 to anchor the slurry material properties Table 3:
[0036]
[0037] The slurry in Example 1 remained in a good working state until 20 minutes after being discharged from the machine, lost its fluidity in about 35 minutes, and reached initial setting in 43 minutes. The slurry has no bleeding or sinking during the whole process. At present, it has been applied in the pre-stressed anchor cable grouting construction of the large-span transition section of the Badaling Great Wall Station of the Beijing-Zhangjiakou High-speed Railway. During the construction, it takes about 10-20 minutes from the slurry to...
Example Embodiment
[0038] Example 2:
[0039] Take the following materials in terms of mass percentage: 99.54% sulphoaluminate cement, 0.12% polycarboxylate water-reducing agent powder, 0.12% boric acid, 0.15% citric acid, 0.01% air-entraining agent, 0.06% lignin fiber, and mix well. The pre-stressed anchor cable grouting material was formulated with a water-binder ratio of 0.32.
[0040] Using the prestressed anchor cable in Example 2 to anchor the slurry material properties are as follows:
[0041]
[0042] The slurry in Example 2 remained in a good working state until 20 minutes after it was discharged from the machine, lost its fluidity at about 40 minutes, and reached initial setting in 41 minutes. The slurry has no bleeding or sinking during the whole process.
Example Embodiment
[0043] Example 3:
[0044] Take the following materials in terms of mass percentage: 99.42% sulphoaluminate cement, 0.16% polycarboxylate water-reducing agent powder, 0.18% boric acid, 0.10% citric acid, 0.08% air-entraining agent, 0.06% lignin fiber, and mix well. The pre-stressed anchor cable grouting material was formulated with a water-binder ratio of 0.28.
[0045] The properties of the anchoring slurry material using the prestressed anchor cable in Example 3 are as follows:
[0046]
[0047] The slurry in Example 3 remained in a good working state until 20 minutes after it was discharged from the machine, lost fluidity at about 34 minutes, and reached initial setting in 35 minutes. The slurry has no bleeding or sinking during the whole process.
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