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1)  reinforcing bar inspection
钢筋定位
2)  spacer bar
定位钢筋
1.
How to repeated adoption of spacer bar in bored pile
钻孔灌注桩如何重复利用定位钢筋
3)  rebar locator
钢筋定位仪
1.
The authors introduce the principle of rebar locator and its operation procedures, analyze the factors which affect the measuring accuracy and propose several methods to improve it.
文中介绍了钢筋定位仪的工作原理和检测时的工作步骤,并分析讨论了影响其检测精度的有关因素及提高精度的措施。
4)  bar spacers
钢筋定位卡
5)  misplace of rebars
钢筋错位
6)  reinforcement displacement
钢筋位移
1.
Measures of preventing wall reinforcement displacement of cast-in-place shear wall;
浅谈防止现浇剪力墙墙体钢筋位移的措施
2.
Combined with practice the common quality defects encountered in construction process of reinforced concrete such as reinforcement displacement, wall cracks and so on are introduced; at the same time based upon analysis of causing reasons corresponding preventive measures are proposed in order to ensure construction quality.
结合施工实践经验,介绍了钢筋混凝土施工中钢筋位移、墙体烂根、泵送混凝土墙体裂缝等质量通病,并对其原因做了分析,提出了通病的预防措施,以保证工程施工质量。
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。
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