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水穩砼基層表層的不同配比試件如何？
來源：http://m.yuanchuodian.cn/ 日期：2022-12-30
水穩料采用水泥、粉煤灰、穩定碎石、砂、石屑等筑路材料作為水泥穩定碎石基層。下面來講講濟南水穩砼基層表層的不同配比試件如何。
Cement, fly ash, stabilized macadam, sand, stone chips and other road building materials are used as cement stabilized macadam base. Now let's talk about how to use different proportion test pieces for Jinan water stabilized concrete base course surface.
實驗室通過經過一定數量的原材料試驗，進行配合比設計、擊實實驗，確定大干密度和佳含水量。然后以此配比制成試件，試件在規定溫度條件下保濕養護6天，浸水1天后，進行無側限抗壓強度實驗。
Through a certain number of raw material tests, the laboratory carries out mix design and compaction experiments to determine the high dry density and good water content. Then the test piece is made with this ratio. The test piece is kept wet and cured for 6 days at the specified temperature. After being immersed in water for 1 day, the unconfined compressive strength test is carried out.
（1）經過對集料為砂、碎石、水泥和集料為粉煤灰、碎石、水泥的兩種配比試驗，結果發現摻加粉煤灰的水泥穩定混合料不僅其和易性較好，而且試塊容易成型，成型后的試塊外觀較好，7天平均強度也較高。
(1) Through two kinds of proportioning tests on aggregate consisting of sand, crushed stone, cement and aggregate consisting of fly ash, crushed stone and cement, it is found that the cement stabilized mixture mixed with fly ash not only has good workability, but also is easy to form the test block. The formed test block has a good appearance and a high 7-day average strength.
（2）不同配比灰土試件，7天無側限抗壓強度在1.0mpa左右；而不同配比水穩試件7天無側限抗壓強度在4～7mpa之間（采用325號普通水泥，水泥摻量5%～6%）。
(2) The unconfined compressive strength of lime soil specimens with different proportions in 7 days is about 1.0 mpa; However, the 7-day unconfined compressive strength of water stabilized specimens with different proportions is between 4 and 7 mpa (No. 325 ordinary cement is used, and the cement content is 5% to 6%).
（3）不同配比灰土試件經幾次凍融循環后，抗壓強度幾乎沒有；而摻有水泥和粉煤灰的不同配比的水穩試件，經10次凍融循環后，仍可測得一定的強度。
(3) After several freeze-thaw cycles, the compressive strength of lime soil specimens with different proportions is almost zero; However, after 10 freeze-thaw cycles, the strength of water stabilized specimens with different proportions of cement and fly ash can still be measured.
通過觀測、分析不同配比的灰土基層板體性較差，干縮、溫縮系數大，這樣的基層表層受水浸泡后強度降低，在行車荷載反復作用下，容易被面層材料啃噬成粉末狀，易被滲進的水混合成泥漿流走，逐漸使面層脫空，造成油面沉陷、龜裂、脫落，這就是瀝青路面病害產生的主要原因。
Through observation and analysis, the lime soil base course with different proportions has poor slab properties, large dry shrinkage and temperature shrinkage coefficients, and the strength of such base course surface is reduced after being soaked in water. Under the repeated action of driving load, it is easy to be chewed into powder by surface materials, and it is easy to be mixed into slurry to flow away, gradually making the surface void, causing oil surface subsidence, cracking and falling off, which is the main cause of asphalt pavement diseases.
由水泥、粉煤灰、碎石、砂、石屑等組成的水穩基層，具有強度高、面層薄、板體性、水穩定性、抗凍性好等特性，正好彌補了灰土基層的缺陷，從而大大提高瀝青混凝土道路的使用壽命。更多相關事項的了解就來咨詢我們http://m.yuanchuodian.cn吧！
The water stabilized base composed of cement, fly ash, crushed stone, sand, stone chips, etc. has the characteristics of high strength, thin surface layer, good slab property, water stability, frost resistance, etc., which just makes up the defects of lime soil base, thus greatly improving the service life of asphalt concrete roads. Please consult us for more information on relevant matters http://m.yuanchuodian.cn Come on!
公司地址：濟南市商河縣賈莊鎮民營經濟創業園
公司名稱:永誠廣建公路材料（山東）有限公司 
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