2) concreting
[英]['kɔnkri:t] [美]['kɑnkrit]
浇灌混凝土;浇筑混凝土
3) Concrete placement
混凝土浇筑
1.
The key point of concrete construction in Cihe invert siphon project are the vertical transportation of pipeline concrete placement and the construc tion of moid plate procesa Through comparing with similar engineering and analyzing the real situation, the vertical transportation and mold plate construc- tion are determined after systematic verificatioa.
磁河倒虹吸工程混凝土施工的关键点在于管身段混凝土浇筑的垂直运输及模板工艺的施工。
2.
How to prevent and handle the aggregate segregation should be a key to insure the quality of concrete placement.
三峡二期厂坝混凝土采用塔带机入仓浇筑,具有入仓强度高,覆盖面积大,连续均匀布料等优点;但混凝土通过100～400 m的供料线和塔带机运至仓面,混凝土骨料分离现象难于避免;如何预防与处理混凝土骨科分离是保证大坝混凝土浇筑质量的关键。
4) Concrete covering
混凝土浇面
5) cast-in-situ concrete
现浇混凝土
1.
Analysis of cross beams method and direct design method applied to cast-in-situ concrete hollow floor structure;
拟梁法和直接设计法在现浇混凝土空心楼盖结构分析中的应用
2.
On three difficulties in quality control of cast-in-situ concrete construction;
浅析现浇混凝土施工的三个质量控制难点
3.
Experiments of cast-in-situ concrete cellular voided two-way plates with edge support;
边支承现浇混凝土蜂窝式空心双向板试验
6) concrete casting
混凝土浇筑
1.
According to the characteristic of the construction technology of special-shaped underground continuous wall,this article elaborated each step from construction preparation,survey,dredging,erection of reinforcement cage,concrete casting to wall forming,further briefly introduced the quality control measures and emergency treatment methods.
本文根据异型地下连续墙施工技术的特点,并结合工程实例,对施工准备、测量、挖槽、钢筋笼吊装、混凝土浇筑到成墙各个施工步骤进行了详细阐述,对施工中的质量控制措施和应急处理措施作了扼要介绍。
2.
This paper introduces the application situation and application results of MNC-A3 high-performance early strengthening agent in concrete casting works of a certain housing estate.
介绍了MNC-A3高效早强剂在某小区混凝土浇筑工程中的应用状况及应用效果。
3.
Based on the analysis results,the main issues in the design and construction were studied,such as structure style choice,joint design,concrete casting and so on.
本文结合工程实例,简要论述钢管混凝土张弦结构的设计过程,通过对比分析对设计和施工过程中的关键问题,如结构选型、节点连接、混凝土浇筑等进行了较为深入地论述,最终得到了一些有益的结论。
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。
参考词条