钢筋位移,reinforcement displacement
1)reinforcement displacement钢筋位移
1.Measures of preventing wallreinforcement 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
bined with practice the common quality defects encountered in construction process of reinforced concrete such asreinforcement 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
英文短句/例句
1.The Influence for Setorer of Reinforcing Bar at Reinforced Concrete Structure;析钢筋偏位对钢筋混凝土结构的影响
2.Treating Methods for the Displacement of Reinforcing Cage and Pile Breaking in Bored and Cast-in-place Pile Work钻孔灌注桩施工中钢筋笼偏位及断桩的处理方法
3.EXPERIMENTAL RESEARCH ON CRACK WIDTH ON REINFORCED CONCRETE BIAS COLUMN WITH HRBF500HRBF500钢筋混凝土偏压柱裂缝宽度试验
4.EXPERIMENTAL STUDY OF HRB500 REINFORCEMENT CONCRETE COLUMNS UNDER MONOTONOUS ECCENTRIC COMPRESSIONHRB500级高强钢筋混凝土柱偏压试验研究
5.Study on Reinforced Concrete Columns Combination Strengthening with Bonding Steel Angles and Carbon Fiber Reinforced Polymer Sheets under Eccentric Loading;外包钢与碳纤维布复合加固钢筋砼偏压柱研究
6.THE EFFECTS OF ELECTROCHEMICAL CHLORIDE EXTRACTION ON THE SPONTANEOUS POTENTIAL OF REINFORCEMENT IN REINFORCED CONCRETE电化学除氯对钢筋混凝土钢筋自然电位的影响
7.The pianist has a bias in favour of Chopin.这位钢琴家偏爱萧邦。
8.Steel reinforcing bars used to direct planes to conduct direct, according to the diameter steel Straightening mode selection and correct use Straightening-scale displacement.采用钢筋调直机对钢筋进行调直,根据钢筋的直径选用调直模,并正确掌握调直模的偏移量.
9.Experimental Research on the Behavior of Reinforce Concrete Special-shaped Column with Different Length of Limbs under Axial Compression and Biaxial Bending;钢筋混凝土不等肢异形柱偏心受压试验研究
10.Experimental Research on the Carrying Capacity of Corroded R.C. Columns;锈蚀钢筋混凝土偏心受压柱承载力试验研究
11.Test Research on the Beam-wider-than-wall Eccentric Joint;钢筋混凝土宽梁与薄墙肢偏心节点的试验研究
12.Study on Mechanical Behavior of Eccentrically Loaded GFRP Tubed Short Reinforced Concrete ColumnsGFRP套管钢筋混凝土短柱偏压力学性能研究
13.Experimental behavior of BFRP-confined circular short RC columns under eccentric loadingBFRP约束钢筋混凝土短柱偏心受压试验研究
14.EXPERIMENTAL RESEARCH ON BEARING CAPACITY OF ECCENTRICALLY LOADED R.C. COLUMNS WITH HRBF500 STEEL BARSHRBF500钢筋混凝土偏心受压柱承载力的试验研究
15.Research on Shaking Table Tests for Reinforced Concrete Eccentricity Frame-Wall Model偏心钢筋混凝土框-剪结构模型的振动台试验
16.Experimental Research on the Deterioration of the Flexural Stiffness of Eccentric Compressive Members due to the Corroded Bar钢筋锈蚀引起的混凝土偏压构件刚度退化研究
17.Analysis of Ultimate Load Bearing Capacity of RC Trussed Multi-arch Bridges with Transverse Departure有侧偏钢筋混凝土桁架拱桥极限承载力分析
18.Finite element calculation of flexural stiffness of corroded RC eccentric compressive members锈蚀钢筋混凝土偏压构件抗弯刚度有限元计算
相关短句/例句
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
延伸阅读
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,1,1,0KEYOPT,1,5,0KEYOPT,1,6,0KEYOPT,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,,30E2MPDATA,PRXY,1,,.2 !屈服准则 TB,MISO,1,1,5, TBTEMP,0TBPT,,0.0005,15TBPT,,0.001,21TBPT,,0.0015,24 TBPT,,0.002,27TBPT,,0.003,24!破坏准则 TB,CONC,1,1,9, TBTEMP,0TBDATA,,.5,.9,3,30,,TBDATA,,,,1,,, MPTEMP,,,,,,,, MPTEMP,1,0 !钢材基本属性MPDATA,EX,2,,200E3MPDATA,PRXY,2,,.27 !屈服准则TB,BISO,2,1,2, TBTEMP,0TBDATA,,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,ALLESIZE,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
