拉结筋

框架柱拉结筋的预埋

Embedment of tie bar of frame column

页岩多孔砖砌体抗剪性能与拉结筋、膨胀螺栓锚固性能的试验研究

Experimental Study on Shear Strength and Anchorage Behavior of Steel Tie Bar and Expansion Bolt in Shale Perforated Brick Masonry

结构验收中拉结筋检查方法的探讨

The Discussion of Non - damage Inspection Method of Tie Bar

框架填充墙拉结筋安装施工方法

Installation Methods of Annectent Reinforcing Bar in Shell Frame Filled-wall

钢筋网水泥砂浆加固砖墙中关于拉结筋的试验研究

Testing Study of Tiebars in Brick Wall Strengthened with Bar-mat Reinforced Cement Mortar

树脂锚固在框架结构墙体拉结筋施工中的应用

Application of resin anchor fixation in construction of frame structure wall connecting bar

填充墙拉结筋膨胀螺栓施工方法的改进

Improved construction method of expansion bolt and annectent reinforcing bar in shell frame filled-wall

绑扎柱筋，垫保护层垫块，安放埋件、拉结筋。

Column rebars and cushion block work , install the steel inserts and wall binding rebar .

圈梁、构造柱以及水平拉结筋构成的约束体系抗震作用是明显的。

Construction technology of ferroconcrete beams and columns The seismic effectiveness of the tie beams and columns is obvious .

卸载拉杆及拉结筋均拉设在脚手架横竖钢管结点处。

Both the loading pole and lacing bar are set on the joints of the horizontal and vertical steel pipes .

主要从施工技术特点、工艺原理和施工技术措施等方面介绍了树脂锚固技术在框架结构墙体拉结筋施工中的具体应用。

It introduces application of resin anchor fixation in construction of frame structure wall connecting bar from aspects of constructive technology features ?

分别变化填充墙的材料和尺寸以及拉结筋的连接情况，比较分析后得到上述简化模型是普遍适用的。

Changing the material and dimension of the infill walls or the condition of connection , the simplified models above were universally applicable through analysis . 5 .

试验表明：加载至极限荷载的80%-85%之前，拉结筋受力随荷载的增加而有规律变形；墙体进入弹塑性状态程度愈大，拉结筋参与工作程度愈大。

Experiments show that , before the limit load of 80 % - 85 % , the stress of bar connectors regular increase follow the load ; the greater the wall enter the degree of elastic-plastic state , the greater degree of the bar connectors participation work . 5 .