1) hollow beam
空心梁
1.
Analysis on the cracks in pretensioned prestressed hollow beam and treatment measures;
先张法预应力空心梁裂缝分析与处理
2.
According to the problem of longitudinal cracks existing on bottom boadrs of pre-tension prestressed hollow beams, authors made a finite element simulation calculation and analysis, and provide a proper modified construction method in order to prevent cracks.
针对先张法预应力空心梁底板出现纵向裂纹的问题 ,进行有限元模拟计算和分析研究 ,并提出合理的改进工艺 ,从而避免了裂纹产生。
3.
The paper introduces the construction technique,construction process and quality control on key tache for the!preatressed hollow beam of Tongmi Bridge.
介绍垌利大桥预应力空心梁的施工工艺、施工程序、重要施工环节的质量控制。
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：安梁堡梁氏大宅
安梁堡梁氏大宅位于广东省高州市曹江镇安梁堡村。距离高州市中心约13公里，是典型的中西艺术交融，富有时代代表性的民国民居建筑。大宅是当地著名乡坤梁普埙、梁普篪兄弟的旧居，建成于1947年，占地面积达一万一千多平方米，建筑面积达四千多平方米。主体建筑分为东、西两宅，分别由前楼、后楼和侧楼组成，前楼一层，后楼三层，侧楼二层，前后楼之间有天井，并通过多条走廊相互贯通，连为一体。在功能分布上，后楼是主楼，是梁府家庭成员的生活起居住宅，前楼是雇工住宅和生活服务区，侧偻用于储存食物和物品。大宅还配套有花园、水井、池塘、厕所、猪舍、牛栏、码头等设施。大宅整体是中国传统的楼阁式，同时配合了西式的走廊和装饰。大宅的排水系统也别具一格，落到大宅的雨水通过管道进入天井中的大水池，水池水满后才往外排泄，因此，水池常年储满水，可备发生火灾时使用。大宅主体建筑对外的墙体上，每间隔一定的距离，就开有射击孔和瞭望窗，和大宅四周的围墙、护卫角楼组成了坚固的防御系统，从而使大宅成为一座集防卫、住宅、贮藏于一体等综合使用功能的建筑。
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