1) building anchor
建筑锚栓
1.
Analysis of main factors influencing the ultimate tensile capacity of building anchor;
混凝土用建筑锚栓拉伸承载力影响因素的试验分析
2.
In this article,the expansion building anchors embedded in the concrete and subjected to the concentrated tension load are tested.
对埋置于混凝土中的膨胀型建筑锚栓进行拉拔试验,利用弹性理论对混凝土体内受集中力作用时的应力状态进行弹性分析,结合修正的莫尔库仑材料破坏准则确定了锚栓在轴向拉拔力作用下的弹性极限荷载,根据极限平衡条件得出拉拔极限承载力的计算公
3.
Starting with mechanical behavior analysis of building anchors in brick masonry,three installation positions of a single anchor were determined.
从分析膨胀型建筑锚栓在砖砌体中的受力形式出发,找到单根锚栓在砖砌体中可能出现的三种安装位置。
2) anchor
[英]['æŋkə(r)] [美]['æŋkɚ]
锚栓
1.
Key points of construction and analysis on problems in column anchor embedded;
柱脚锚栓施工要点及问题分析处理
2.
The API650 standard for the design of oil storage tanks and key factors for deciding whether the oil storage tanks should have anchors or not such as wind load, earthquake load, internal pressure in GB50341 " Standard for design of Vertical Cylindrical Steel Welded Oil Tanks" are analyzed and compared.
分析对比美国石油学会油罐设计规范APl650和IGB50341《立式圆筒形钢制焊接油罐设计规范》中确定储罐是否带锚栓的关键因素,包括风载荷、地震载荷和设计内压,探讨了锚栓储罐设计中应注意的问题,如罐壁、罐顶的设计,锚栓力的确定,锚栓座的计算等。
3.
Based on the experimental analysis and the experiences in design and construction in practice,some professional problems to anchors,which are used in post-installed fastenings on concrete structures,are discussed.
结合试验研究、工程设计与施工体会,对混凝土结构后锚固连接锚栓的产品分类、性能标准、适用范围、性能检验、复杂荷载下的锚固性能检验要求及方法、裂缝对锚栓承载力的影响、锚固失效、锚栓承载力分项系数γR的取值等问题进行了讨论,对《混凝土结构后锚固技术规程》(JGJ145—2004)中相关的部分条款提出了不同意见和修改建议。
3) Anchor Bolt
锚栓
1.
Application Of Anchor Bolt Sticking Technology With Chemical Styff In Foundation Construction;
浅谈化学粘着锚栓技术在冶金厂矿中的运用
2.
Test and finite element analysis on tension bearing capacity for single anchor bolt;
单个锚栓抗拉承载力试验研究与有限元分析
3.
The failure forms of the anchor can generally be divided into anchor bolt or planting steel failure, parent mental concrete failure and anchor bolt of reinforcement-planting pulling failure.
锚固的破坏类型总体可分为锚栓或植筋钢材破坏、基材混凝土的破坏以及锚栓或植筋拔出破坏3大类。
4) stud
[英][stʌd] [美][stʌd]
锚栓
1.
Experimental tests on six slab-column connections with cross-shaped section columns, (three without shear reinforcement, and the remainders with stud shear reinforcements or stirrups) and two relative slab-column connections with square columns were carried out to research into the punching shear of the connections strength and compare the punching shear strength of stud and stirrups.
进行了6个十字形柱-板柱连接(其中3个未配置、3个配置了抗冲切锚栓或箍筋)和2个对比方柱-板柱连接的冲切试验,研究了异形柱-板柱连接的冲切受力特性,同时将锚栓和箍筋的抗冲切性能进行了对比。
2.
Based on the test results,with t he cross-shaped columns as the representatives of the nonrectangular columns,th ree slab-column connections for cross-shaped columns with stud shear reinforce ments and stirrups were tested.
在9个柱截面为三种典型异形柱(十字形、T形和L形) -板柱连接未配置抗冲切钢筋时的冲切特性试验基础上,以十字形柱-板柱连接为代表,通过三个配置抗冲切钢筋试件与三个未配抗冲切钢筋试件的对比试验,研究了异形柱-板柱连接配置抗冲切钢筋后的冲切特性,同时将锚栓和箍筋的抗冲切性能进行了对比。
3.
One of the specimens has no shear reinforcement, and the remainder seven contain stud shear reinforcement with various arrangements.
一块没有受冲切钢筋，其余7块配置受冲切锚栓。
5) foundation anchor
锚栓
1.
Code of design of steel structure and technical specification for steel of light-weight buildings with gabled frames clearly stipulate that the foundation anchor can t receive horizontal shear of column base.
《钢结构设计规范》和《门式刚架轻型房屋钢结构技术规程》对钢结构柱脚抗剪都明确规定:柱脚锚栓不宜用于承受柱脚底部的水平剪力,水平剪力可由底板与混凝土基础间的摩擦力或设置抗剪件承受。
6) anchors
[英]['æŋkə] [美]['æŋkɚ]
锚栓
1.
Chemical bonded anchors(also bonded anchors)are a post-installed technology.
给出了供制定《混凝土用建筑锚栓》、《混凝土用建筑锚栓技术规程》等标准参考的设计建议。
2.
In this paper, mainly discussed is the ability of anchors under stress, tension, moment under usual conditions.
本文中所涉及的锚栓，主要研究其在一般荷载类型剪力、拉力和弯矩等静力作用下的工作情况。
3.
Research achievements of tension behavior of anchors in conctrete at home and abroad are presented.
介绍了国内外对锚栓抗拉性能的研究成果,锚栓受拉破坏模式有五种形式,其中混凝土锥体破坏是最常见的。
补充资料：采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
霹 采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
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