钢筋位移,reinforcement displacement,音标,读音,翻译,英文例句,英语词典

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1) reinforcement displacement 点击朗读

钢筋位移

Measures of preventing wall reinforcement displacement of cast-in-place shear wall; 点击朗读

浅谈防止现浇剪力墙墙体钢筋位移的措施

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。

2) rainforcement shift 点击朗读

钢筋移位

3) slippage of reinforced bar 点击朗读

钢筋滑移

4) misplace of rebars 点击朗读

钢筋错位

5) reinforcing bar inspection 点击朗读

钢筋定位

6) off-position of steel reinforcing bar 点击朗读

钢筋偏位

例句>>

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

钢轨位移钢筋半电池电位支座负筋移位带筋钢筋钢筋植筋钢筋

钢筋位置定位钢筋钢筋定位仪钢筋笼就位钢筋定位卡钢筋笼偏位

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	您的位置：首页 -> 词典 -> 钢筋位移 1) 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。 2) rainforcement shift 钢筋移位 3) slippage of reinforced bar 钢筋滑移 4) misplace of rebars 钢筋错位 5) reinforcing bar inspection 钢筋定位 6) off-position of steel reinforcing bar 钢筋偏位例句>> 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。参考词条钢轨位移钢筋半电池电位支座负筋移位带筋钢筋钢筋植筋钢筋

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