浇筑设备
高自密实性能混凝土常用的浇筑设备主要有输送泵、溜槽、泵车、罐车、挖掘机/装载机及吊灌,见下表所示。
浇筑设备 |
适用条件 |
输送泵 |
最常用的浇筑方式,适用范围广,可搭配布料杆联合浇筑 |
溜槽 |
适宜短距离、高差较低的基础仓面浇筑 |
泵车 |
便捷高效,适宜小仓面浇筑 |
混凝土罐车 |
适宜具备道路条件的大仓面浇筑 |
挖掘机/装载机 |
适用挡墙等断面、试验仓等尺寸较小的仓面浇筑 |
吊罐 |
适宜不具备道路条件的小仓面浇筑 |
浇筑点布置
♦ 应遵循单向逐点浇筑的原则,相邻浇筑点3m~5m,每个浇筑点浇满后移动至下一点,宜从上游面开始浇筑。
♦ 浇注时出料口至堆石仓面的最大自由下落高度不宜超过1.0m,避免过高落差导致浆体分离。
输送泵+布料机浇筑
溜槽浇筑
泵车浇筑
混凝土罐车浇筑
挖掘机浇筑
吊灌浇筑
浇筑高度控制
♦ 除大坝浇筑顶面外,其余施工层面应控制浇筑高度,有一定比例的块石外露50~150mm,且外露高度不超过堆石粒径的1/3 。
♦ 仓面内除预留的车辆设备行进路线外,其余区域的堆石外露投影面积比应尽量高。在上、下游一定范围内设置堆石外露区,由挖机或起重设备翻运堆石入仓。中游自卸汽车行进路线区域,混凝土可适当浇平堆石。
工程案例:
序号 |
工程名称 |
坝型 |
坝高(m) |
主要施工设备 |
高峰月浇筑强度(万m3) |
|||
设备名称 |
设备型号/规格 |
数量(台) |
施工工序 |
|||||
1 |
绿塘水库 |
拱坝 |
48.5 |
混凝土拌和机 |
JS750,0.75m3 |
2 |
拌合楼 |
0.82 |
混凝土泵 |
HBT80-16-110 |
1 |
泵送 |
|||||
2 |
龙洞湾水库 |
拱坝 |
48 |
混凝土拌和机 |
JS750,0.75m3 |
2 |
拌合楼 |
0.75 |
混凝土搅拌运输车 |
4.35m3 |
3 |
运输 |
|||||
混凝土泵 |
HBT80-16-110 |
1 |
泵送 |
|||||
3 |
富强水库 |
重力坝 |
48 |
混凝土拌和机 |
JS1500,1.5m3 |
1 |
拌合楼 |
1.2 |
混凝土泵 |
HBT80-16-110 |
1 |
泵送 |
|||||
4 |
打鼓台水库 |
重力坝 |
41 |
混凝土拌和机 |
JS1500,1.5m3 |
1 |
拌合楼 |
0.86 |
混凝土泵 |
HS-80 |
1 |
泵送 |
|||||
5 |
蔺家坪水库 |
重力坝 |
33 |
混凝土拌和机 |
JS750,0.75m3 |
2 |
拌合楼 |
0.72 |
混凝土泵 |
HBT80-16-110 |
1 |
泵送 |
|||||
6 |
石坝河水库 |
重力坝 |
57 |
混凝土拌和机 |
JS1500,1.5m3 |
1 |
拌合楼 |
1.37 |
混凝土泵 |
HBT60-13-90 |
2 |
泵送 |
|||||
7 |
太平水库 |
重力坝 |
43.5 |
混凝土拌和机 |
JS750,0.75m3 |
2 |
拌合楼 |
0.98 |
混凝土泵 |
HBT80-16-110 |
1 |
泵送 |
|||||
8 |
茅坡水库 |
重力坝 |
43 |
混凝土拌和机 |
JS1500,1.5m3 |
1 |
拌合楼 |
2.0 |
混凝土搅拌运输车 |
6m3 |
4 |
运输 |
|||||
混凝土泵 |
HBT90 |
2 |
泵送 |
|||||
9 |
猫溪沟水库 |
重力坝 |
44.5 |
混凝土拌和机 |
MED2000,2.0m3 |
1 |
拌合楼 |
0.96 |
混凝土泵 |
HBT80-16-110 |
1 |
泵送 |
|||||
10 |
新寨水库 |
重力坝 |
29 |
混凝土拌和机 |
JS750,0.75m3 |
1 |
拌合楼 |
0.55 |
混凝土泵 |
HBT60-13-90 |
1 |
泵送 |
高自密实性能混凝土浇筑
——
首页 > 堆石混凝土施工与质量检测 > 堆石混凝土施工工艺
施工与质量控制资料
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2022-12-05 高自密实性能混凝土配合比设计算例.pdf
끂477 564.87 KB -
2022-12-05 附件1:堆石入仓工序施工质量验收评定.docx
끂52 15.72 KB -
2022-12-05 附件2:高自密实混凝土浇筑工序质量评定.docx
끂52 16.02 KB -
2022-12-05 附件3:堆石混凝土单元工程施工质量验收评定.docx
끂58 14.97 KB
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