beam anchorage

Structural analysis of ear-plate cable and beam anchorage for cable-stayed bridge

斜拉桥耳板索梁锚固结构受力特性研究

Fatigue Test of Tensile Anchor Plates in Cable-Beam Anchorage Zones for Zhanjiang Gulf Bridge

湛江海湾大桥锚拉板式索梁锚固区疲劳试验

The types of foundation pit support consist of steel sheet pile, supports of bored row of piles, soil-nailing wall and built-up members of overhanging beam, anchorage bar and internal bearing of overhanging beam by reinforced concrete.

基坑支护类型有钢板桩支护、悬臂式、锚杆锚拉式、钢筋砼内支撑梁式钻孔灌注桩排桩支护、土钉墙支护、组合结构支护等。

This paper analyses some problems that should be paid attention to during the construction of anti-seismic structure, suct as mechanical properties of reinforcement 、 substitution of reinforcement 、 binding of column tie and anchorage of beam reinforcement at frame joint 、 tied reinforcement splice joint.

本文分析了抗震结构钢筋工程施工中，钢材材质、钢筋代换、框架节点处柱箍的绑扎及梁纵筋的锚固、钢筋接头设置等方面应注意的问题。

Analysis on the beam bars anchorage mode and performane detail in exterior shear wall joints

剪力墙中间层端节点梁筋锚固方式及锚固性能探讨

The externally prestressed concrete beam is defined as a structure& unbounded tendons are used outside the concrete beams, connected with the beam by the anchorage, and deflected by the middle deflecting blocks.

体外预应力混凝土梁是指在混凝土梁体外使用无粘结预应力钢筋或索，通过锚固端和梁相连接，通过中间转向块使索偏转的一种预应力结构。

Investigation on the Bond Behavior Between Concrete and Reinforcing Bars in the Beam Anchorage Zone

梁内剪弯区钢筋与混凝土粘结性能的试验研究

At present, the method for determining anchorage angle of foundation beam with prestressed anchor-cable is usually the same as that in the prestressed anchorages engineering. Therefore, some slopes cannot be reinforced efficiently by foundation beam with prestressed cable because of the unreasonable designed anchorage-angle.

在现有预应力锚索地梁设计中一般直接沿用预应力锚索的锚固角确定方法，而工程中时有因锚索锚固角设计不合理导致结构工程失效的事例。

Based on pull-out bond tests and beam anchorage experiments, the paper discusses the bond-anchorage mechanism, properties and strength.

作者通过拉拔试验探讨了其粘结锚固机理、锚固特性及锚固强度，并通过梁锚试验加以验证。

The areal structure of cable beam anchorage for the self-anchorage suspension cable bridge is complicated and easily produces the stress centralization. It is important to study the stress size and distribution of the anchorage area under the cable action.

自锚式悬索桥索梁锚固区域结构复杂，容易产生应力集中，研究锚固区域在索作用下的应力大小、分布是十分重要的。

Precast beam repair anchorage.

预制梁修复植筋。

The stress and its distribution of the cable beam anchorage zone are the key factors of the design of cable stayed bridge.

斜拉桥索梁锚固区的应力大小及分布是影响设计的关键因素。

Thirdly, appropriate construction details should be taken to avoid reducing of beam bar anchorage capacity.

此外需要采取合理的构造措施避免梁筋过度的粘结退化。

By the engineering example, the reason and the treatment method of the concrete crack under anchorage device of post-tensioned concrete beam are analyzed.

从工程实例出发，分析了后张预应力混凝土梁锚下混凝土裂缝产生的原因和处理方法。