1) laying speed
浇筑速度
2) casting
浇筑
1.
On casting technology of large inclination oblique beam concrete;
浅谈大倾角斜梁混凝土的浇筑技术
2.
Key technologies of large equipment foundation are discussed,such as opening and blocking construction,whole and partition casting,and large area deep precipitation as well as fast construction.
对大型设备基础施工几个重大关键问题,如敞开与封闭施工、整块与分块浇筑、大面积深层降水、快速施工等进行探讨,提出合理界限方案和措施。
3) pouring
浇筑
1.
The foundation quality control of Haihe Bridge before concrete pouring;
天津海河大桥基础混凝土浇筑前的质量控制
2.
Elementary probing into the application of underwater pouring concrete;
水下浇筑混凝土应用初探
3.
Regarding the pouring of big volume concrete;
关于大体积混凝土的浇筑
4) Cast
浇筑
1.
Simple Talking about Control of Technological Quality Casting C50 Concrete Box Beam with P.042.5R Cement;
浅谈采用P.O42.5R水泥浇筑C50混凝土箱梁的工艺质量控制
2.
The construction technology of polystyrene boards cast at a time in construction on exterior concrete walls;
钢筋混凝土外墙聚苯板一次浇筑成型施工技术
3.
26m in total length) is an 18－ span rigid－ framed arch structure of 45m long and adopted in－ situ casting construction.
简要介绍该桥刚架拱支架浇筑方法、封拱工艺、卸拱工艺以及施工中出现问题的处理方法。
5) placing
浇筑
1.
Selection of concrete conveying & placing devices for RCC construciton;
碾压混凝土施工运输与浇筑设备的选择
2.
Aim at the problems of apparent quality, this paper elaborated the methods of concrete placing control as well as the finishing technique of concrete to imorive the concrete apparent quality through the practical experience of construction and supervision of highways and city bridges.
本文主要针对外观质量问题,结合几座高速公路和城市桥梁的施工、监理的实践经验,论述通过混凝土浇筑工艺的控制,改善混凝土外观质量的措施,以及混凝土表面修饰工艺。
3.
Before placing the temperature of the mass concrete is calculated and concrete mix proportion is optimized.
9m厚大体积砼施工中 ,砼浇筑前进行温控计算 ,优化配合比 ,施工时采取合理的浇筑方案 ,严格的保温养护、测温措施 ,保证了该工程底板大体积砼浇筑成
6) pour
浇筑
1.
About the hydraulic concrete building pouring quality control;
浅谈水工混凝土建筑物浇筑质量控制
2.
Application on Changing Fireproof Concrety Pour Slag Wall for Slag Iron;
耐火混凝土浇筑挡渣墙代替老鹰铁的应用
3.
Combined with project survey,it analyzes some problems should be solved in the post-poured strip construction process from the aspects of data acquisition,dry shrinkage of concrete,pouring temperature of in order to meet the purpose of reducing building adopting post-poured strip dehiscence.
结合工程概况,从数据采集、混凝土干缩、后浇带的浇筑温度、养护及构造要求多方面分析了后浇带在施工过程中必须解决的一些问题,以达到减少采用后浇带后建筑开裂的目的。
参考词条
补充资料：混凝土浇筑
混凝土浇筑
concrete placement
到浇筑面之间的距离小于2.0米;③控制浇筑瘾度;一④消除浇筑过程中浮出表面的水分盯⑤在悯鹅洲厚面高计上并柱礼钟狮杆封时叼注右级新得凝土，一表1混凝土浇筑层的允许最大厚度┌─────────────┬───────────┐│一振一捣一器类别 │_侥筑层的允许最大厚度 │├───┬─────────┼───────────┤│令 │电动_一风动振捣器-│振捣器工帐度的。一8倍 ││ ├─────────┼───────────┤│ │漱嘛捣器- │翩器头长度ghl.25倍 │├───┼─────────┼───────────┤│表鸽一│金杯娜和单蜘筋结狮│卜2沁毫米-- ││面一_ ├─────────┼───────────┤│一烬器│在双房钠筋结构中_ │120毫米 │└───┴─────────┴───────────┘表公浇筑混凝土的允许间歇时间20一30工O一205一10 允许间普通硅酸盐水泥 9O 135 195-歇时间份)矿渣硅酸盆水呢及火山灰质硅酸盐水泥I即招O粼{粼撰
说明：补充资料仅用于学习参考，请勿用于其它任何用途。