A、透水砼攪拌投料必須嚴格按配合比進
A. The mixing and feeding of pervious concrete must be in strict accordance with the mix proportion
行,不得錯投、誤投。次投料必須過磅,隨后可在投料機械容器中做記號,按標準參照投料。
All right, no wrong investment or wrong investment. The first feeding must be weighed, and then marks can be made in the feeding mechanical container, according to the standard reference feeding.
B、投料順序
B. Feeding sequence
本著攪拌機料斗中先投1/2石子,再投水泥、添加劑,然后另投放1/2石子,即保持水泥、添加劑放置在石子中間位置較為適宜。
In order to keep the cement and additives in the middle of the stones, it is more appropriate to put 1 / 2 stones first, then cement and additives, and then another 1 / 2 stones in the hopper of the mixer.
C、攪拌方法
C. Mixing method
先在空機中放用水量的20%,空機攪拌,再提升料斗進料。在攪拌中分多次加水,直到水灰比完成計量。要求攪拌均勻,符合施工要求。合適的用水量攪拌的砼用手能攥成團,手松開后,手表面吸附漿體較少。
First, 20% of the water consumption is discharged into the empty machine, the empty machine is stirred, and then the hopper is lifted to feed. Add water several times in the mixing until the water cement ratio is measured. It is required to mix evenly and meet the construction requirements. The concrete mixed with proper water consumption can be made into a ball by hand. After the hand is released, the surface of watch adsorbs less paste.
D、攪拌時間
D. Mixing time
從投料到出料,一般情況下,350型攪拌機為4分鐘。500型強制式攪拌機為3.5分鐘。
From feeding to discharging, generally, the 350 type mixer takes 4 minutes. 5 minutes for Model 500 forced mixer.
E、成品料運輸
E. Finished material transportation
攪拌好的成品料出機后應及時運到施工現場,10分鐘以內運到現場施工為宜。如遇氣溫高于300C時。混凝土必須采取覆蓋保持水份,防止水份蒸發,影響施工質量。透水混凝土施工規程規定,透水混凝土出機至工作面運輸時間不宜超過30分鐘。
The mixed finished materials shall be transported to the construction site in time after being discharged from the machine, and it is appropriate to transport them to the construction site within 10 minutes. If the temperature is higher than 300C. Concrete must be covered to keep moisture and prevent moisture evaporation, which will affect the construction quality. According to the construction regulations of pervious concrete, the transportation time from the machine to the working face should not exceed 30 minutes.
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F、透水混凝土攤鋪施工
F. Pervious concrete paving construction
透水混凝土攤鋪施工,在結構層施工中應優先確定脹縫位置,規定尺寸、做好標記、按照要求留置、松鋪攤平后用低頻平板夯夯實,夯實后表面應符合設計高程,以保證面層的施工厚度,要求平整、密實。留置的脹縫應采用聚氨酯類或氯丁橡膠類的回彈性好的柔性材料。
In the construction of pervious concrete paving, priority should be given to determining the position of expansion joint in the construction of structural layer, specifying the size, marking, retaining according to the requirements, and tamping with low-frequency flat plate after loose paving. The surface after tamping should meet the design elevation, so as to ensure the construction thickness of surface layer, which is required to be flat and dense. The retained expansion joints shall be made of flexible materials with good resilience, such as polyurethane or chloroprene rubber.
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