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1)  reinforcing work
钢筋工作
2)  steel-bar making
钢筋制作
3)  process of the bar
钢筋加工
4)  reinforcement engineering
钢筋工程
1.
Construction problems needing attention in the reinforcement engineering construction;
钢筋工程施工中应注意的几个构造问题
2.
In order to extend the application of the 10 new technologies of the Construction Ministry,the future development of reinforcement engineering should be focused on the popul.
我国钢筋工程发展迅速,HRB400级钢筋目前已在许多高层建筑中应用,冷轧扭钢筋也得到推广,粗钢筋连接技术近20年来有很大发展,预应力技术也在许多大型工程中推广应用。
3.
Combined with specific project, it discusses structural construction of bent pole in 12 m span factory building, experiences of structural construction are introduced from axial level control、connection between pole with wall and reinforcement engineering, and putts forward matters need attention.
结合具体的工程实例,对12m跨厂房排架柱结构施工要领作了探讨,从轴线标高控制、柱墙连接、钢筋工程方面,介绍了结构施工方面的实践经验,并提出一些应注意的事项。
5)  reinforcement work
钢筋工程
1.
Great quality defects in the reinforcement work are left as the construction code has not been abided by.
在钢筋工程施工中,偏离规范规定的情况时有发生,留下质量隐患。
2.
Based on the engineering of formwork,reinforcement work and concrete work,this paper analyzed and discussed the managementmeasures of constructional safety and control points of safe techniques in order to promote the safety,efficience and continuance of construction.
本文从模板工程、钢筋工程和混凝土工程三个方面分析和讨论了现浇钢筋混凝土结构工程的施工安全管理措施和安全技术控制要点,以促进建筑业的安全、高效和可持续发展。
3.
This article discussed one possible method to realize the specialization of reinforcement work.
由于分散生产、专业化程度不高 ,钢筋工程长期以来一直是现浇混凝土结构施工中工作效率低、劳动强度大的一个工序。
6)  steel reinforcement
钢筋施工
1.
Some problems ignored easily in the quake-proof KZ steel reinforcement construction;
抗震KZ钢筋施工易忽视的几个问题
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