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1)  vertical reinforcement
竖向钢筋
1.
Treatment of vertical reinforcement displacement in reinforced concrete structure and its prevention;
钢筋混凝土结构中竖向钢筋位移的处理和防治
2.
Combined with the practice in quality supervision six kinds of quality defects and their causing reasons in electroslag pressure welding adaptor of vertical reinforcement are summarized.
结合质量监督工作实践 ,总结出竖向钢筋电渣压力焊接头常见的六种质量缺陷及产生的原因 ,提出了防治的措施 ,同时阐明了质量检查验收应注意的几个要点问
2)  Vertical reinforcing steel bar
竖向钢筋
1.
The application of electroslag pressure welding of vertical reinforcing steel bar in engineering of Taoluyuan quarter;
竖向钢筋电渣压力焊技术在工程中的应用
3)  Vertical bar of cup wall
杯壁竖向钢筋
4)  vertical prestressed reinforcement
竖向预应力钢筋
1.
By the study of the auchorage technique experiment and the prestress loss test of vertical prestressed reinforcement, a practicable method for ensuring the offective vertical prestress of long span continuous rigid framed bridge is obtained, and the variational laws of vertical prestress loss are analyzed in the paper.
通过对竖向预应力粗钢筋的锚固工艺试验及预应力损失的检测 ,得到了保证有效预应力的可行方法 ,分析了竖向预应力钢筋应力损失的规律 ,可为类似桥梁预应力钢筋施工提供参
5)  vertical reinforcing bar linkage
竖向钢筋连接
6)  the vertical steel electroslag pressure welding
竖向钢筋电渣压力焊
1.
The application of the vertical steel electroslag pressure welding technology has taken place of join-colligation and manual arc welding method.
竖向钢筋电渣压力焊技术的应用,代替了搭接绑扎和手工电弧焊的方法。
补充资料:ANSYS SOLID65环向布置钢筋的例子

 ANSYS SOLID65环向布置钢筋的例子
! 一个管道,环向配筋率为1%,纵向配筋率为0.5%,径向配筋率为0.1%
! 作者: 陆新征 清华大学土木系
!
FINISH
/CLEAR


/PREP7
!*
! 单元属性
ET,1,SOLID65
!*
KEYOPT,1,1,0
KEYOPT,1,5,0
KEYOPT,1,6,0
KEYOPT,1,7,1
!*
!实参数1:不同方向配筋
R,1,2,.001, , ,2, .01,
RMORE, 90, ,2,.005 ,90 ,90 ,


!材料属性
!混凝土基本材料属性
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,30E2
MPDATA,PRXY,1,,.2
!屈服准则
TB,MISO,1,1,5,
TBTEMP,0
TBPT,,0.0005,15
TBPT,,0.001,21
TBPT,,0.0015,24
TBPT,,0.002,27
TBPT,,0.003,24
!破坏准则
TB,CONC,1,1,9,
TBTEMP,0
TBDATA,,.5,.9,3,30,,
TBDATA,,,,1,,,
MPTEMP,,,,,,,,
MPTEMP,1,0
!钢材基本属性
MPDATA,EX,2,,200E3
MPDATA,PRXY,2,,.27
!屈服准则
TB,BISO,2,1,2,
TBTEMP,0
TBDATA,,310,2E3,,,,


! 管道内径和外径
CYL4,0,0,3000, , , ,10000
CYL4,0,0,2000, , , ,10000
VSBV, 1, 2


! 定义局部柱坐标
CSWPLA,11,1,1,1,
KWPAVE, 11
WPRO,,-90.000000,
VSBW, 3
WPCSYS,-1,0
KWPAVE, 1
WPRO,,,-90.000000
VSBW,ALL


ESIZE,500,0,
! 注意:设定单元局部坐标
VATT, 1, 1, 1, 11
!*
VSWEEP,ALL
/DEVICE,VECTOR,1
/ESHAPE,1.0
/REPLO
! 注意:红色代表最大配筋方向,绿色代表其次,蓝色表示最小配筋方向

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