tie beam

He nailed the rafters together with a tie beam .

这儿需要加两根系梁。

The foundation with a tie beam concrete casting , does not keep the construction joint continually .

与系梁混凝土浇筑的基础，不留施工缝不断。

Tie beam is an important element in frame-shear wall structure .

连梁在框架-剪力墙结构中，也是很重要的一个构件。

Function and Characteristic of Tie Beam in Seismic Shear Wall

抗震剪力墙小跨高比洞口连梁的作用及特点

Integrated Construction Technology of Rigid Tie Beam of Long Span Through Steel Tube Arch Bridge

大跨度下承式钢管混凝土拱桥刚性系梁综合施工技术

Study on Closure Proposal for Tie Beam Bridge with Combination of Continuous Rigid Frame

连续&刚构组合体系梁桥合龙方案研究

Influence of Tie Beam of Pier to Seismic Performance of Bridges in High Earthquake Intensity Regions

高烈度区桥墩系梁对桥梁抗震性能的影响

Optimal Erection of Concreting Support for Tie Beam of Nanguan River Bridge

南官河大桥系梁浇筑支架搭设施工优化

The Design of Pier Template and Foundation Beam ( Tie Beam ) of Large - Diameter Belled Pier

大直径扩底墩墩帽及基础梁（拉梁）设计

The installment of tie beam of pier in high earthquake intensity regions was studied in the view of improving seismic performance of bridges .

从提高桥梁抗震性能的角度出发，研究了高烈度区桥墩系梁的设置问题。

To sensible regulation the suspender tension , the tie beam control parts and the internal force of the arch rib will be distributed rationally .

通过对吊杆的张拉力进行合理调整，使得系梁控制部位及拱肋的内力分布趋于合理。

In order to use this kind of pile , two problems have to be solved : the combined work stresses of pile , column and tie beam must be correctly analyzed ;

使用该类桩时，需解决两个问题，即桩、柱及连系梁共同工作的内力分析；

The hanger crossbeam 's structural behavior is similar to simple beam while end cross beam is influenced by tie beam and should be analyzed by space FEM ;

吊杆横梁的受力性质接近于简支梁，而端横梁的受力要进行空间分析，考虑系梁扭矩的作用；

By analysing the bearing condition of pier cap and foundation beam ( tie beam ), this article gives the design approach of pier cap and foundation beam ( tie beam ) .

通过分析墩帽及基础梁（拉梁）的受力状态，提出了墩帽及基础梁（拉梁）的设计方法。

For the features of force on the full steel heterotypical arch bridge , an easy and appropriate method is proposed for installation of the hanger rod by jacking the tie beam .

针对全钢异型拱桥的受力特点，提出一种简单适用的顶系梁安装吊杆的施工方法。

When s > the space effect of the portal frame is also poor with a tie beam acting as a tie bar . The rational range of the distance between two rows is 4d ~ 8d .

s>8d时，门架空间效应也差，联系梁起拉杆作用，前后排桩距的合理范围为4d～8d。

OSDTS not only has good wholeness , big stiffness , but also decreases the whole deformation of bridge and improves the mechanical behavior of deck with the bottom chord and tie beam heightened . 2 .

该方案整体性好、刚度大，由于下弦杆和系梁加高，不仅桥梁的整体变形减小，而且也改善了桥面系的受力状态。

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。