1) hollowbeam
空心板梁端
1.
Combined with practical work,according to the cracks existedin the end of prestressed hollowbeamits causing reasons are brieflyanalyzed fromtwo aspects :design and construction;at the same ti me practical measures are proposed for cracks control .
结合具体的工程实践,针对预应力预制空心板梁端部裂缝,从设计、施工方面对其原因作了简要分析,并提出了相应的切实可行的改进措施,以得到有效控制。
2) hollow plate beam
空心板梁
1.
A brief discussion on prefabrication of 25 m concrete hollow plate beam;
浅谈25m空心板梁的预制
2.
The construction technology of partial prestress pretensioned method hollow plate beam;
部分预应力先张法空心板梁施工技术
3.
Based on the longitudinal flexural failure tests for a 30-m span PPC hollow plate beam supported by three bearings,the failure modes and ultimate carrying capacity of the beam subjected to concentrated load at midspan are studied.
通过对三支座30 m PPC空心板梁进行纵向受弯破坏试验,研究其在跨中集中荷载下的破坏形态和极限承载能力,认为采用三支座形式对梁的极限承载能力和抗变形能力无明显影响,其强度和刚度能满足设计要求。
3) hollow slab beam
空心板梁
1.
Common defects in the construction of pre-stressed concrete hollow slab beam and their prevention;
预应力混凝土空心板梁施工常见缺陷及预防
2.
Erection construction of hollow slab beam using unipod gin pole combined with single leading-in method;
独脚扒杆结合单导梁法架设空心板梁施工
3.
Static force load test on precast hollow slab beam of bridge;
对桥梁预制空心板梁的静力荷载试验
5) voided slab beam
空心板梁
1.
Discussion on advantages and disadvantages of concentrated precast and erection for voided slab beams with less than 20 meters in the heavy rolling area
山岭重丘区公路20m以下空心板梁集中预制安装的利与弊
2.
This paper introduces the main points and method that the height and high effect prestressed concrete voided slab beam bridge is developed and designed by using the partial prestressed concrete technique in middle span bridge.
介绍了中等跨径桥梁采用部分预应力混凝土技术研制设计低高度高效空心板梁的要点、方法及试验研究的主要成果。
6) concrete hollow plate beam
空心板梁
1.
Static test and analysis of prestressed concrete hollow plate beam;
预应力空心板梁的静载试验及分析
补充资料：梁端
1.山顶。
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