Foam Concrete Highway Subgrade Backfill Project_Engineering Undertaking Co., Ltd._Foamed concrete highway subgrade backfilling project, supply, machinery and equipment web, mass transfer equipment_Shaanxi Easywin Lightweight Concrete Engineering Co., Ltd._Zhongshang 114 Industry Resources Network
Shaanxi Easywin Lightweight Concrete Engineering Co., Ltd.

Lightweight Concrete Construction | Foam Concrete Construction | Cellular Concrete Construction | Cement-Based Self-Leveling | Gypsum-Based Self-Leveling

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Foam Concrete Highway Subgrade Backfill Project

价      格60.00

最小起订0 Cubic库存0 Cubic

Location
Shaanxi Xi'an
有效期至
长期有效
最后更新
2022-08-16 14:58
View Count
153

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  • Your company's名称Shaanxi Easywin Lightweight Concrete Engineering Co., Ltd.
  • 联 系 人王经理 (先生)
  • Your company'sPhone18821676737
  • Mobile号码18821676737
  • Company Address1st Floor, Building A-1, Diamond Store of Daming Palace Building Materials and Home Appliances, Weiyang District, Xi'an City, Shaanxi Province

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Product Details

Key Points for Lightweight Aggregate Concrete Construction Technique

The construction process for lightweight aggregate concrete is essentially the same as that for normal concrete. However, due to the low bulk density, porous structure, and high water absorption rate of the lightweight aggregate, the concrete it forms also exhibits certain characteristics. Attention must be given throughout the construction process to ensure the quality of the project.

Requirements for the stacking and pre-wetting of lightweight materials

Light aggregates should be stacked separately by type and particle size; mixed stacking will directly affect the workability, strength, and apparent density of concrete. When using natural gradation, the stacking height of light aggregates should not exceed 2 meters, and precautions should be taken to prevent the mixing of leaves, soil, and other harmful substances. Measures to prevent rain should be taken during the stacking and transportation of light sand.

Lightweight aggregates have a high water absorption rate, making it difficult to control the workability of concrete mixtures. Therefore, during construction in seasons with temperatures above 5°C, pre-wetting of lightweight aggregates should be conducted. The pre-wetting time should be determined based on the external temperature and the natural water content of the incoming materials, generally requiring 12 to 24 hours of watering and pre-wetting the aggregates before drying them and adding them to the mix. Below 5°C temperatures, or for lightweight aggregates without open pores on the surface, pre-wetting is usually not necessary.


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