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1)  reinforcing stell bar
钢筋笼体
2)  reinforcing cage
钢筋笼
1.
In constructing filling pile,the reinforcing cage was fixing up by exoscopic bolting steel bars and colligating with concrete bearing block.
冲孔灌注桩钢筋笼对中施工,一般采用外拨钢筋笼锚固筋,在主筋上绑扎混凝土垫块等施工技术,但对于空孔深度大、入岩深度大等复杂工况,则存在较大的局限性。
3)  steel reinforcement cage
钢筋笼
1.
Long spiral inverse steel reinforcement cage foundation piles construction technology;
长螺旋反插钢筋笼基础桩施工工艺
2.
Reasons caused the uplift of steel reinforcement cage and preventive measures;
桩基施工中钢筋笼上浮原因及预防措施
3.
Continuous concrete wall steel reinforcement cage lifting design;
地下连续墙钢筋笼吊装设计
4)  steel cage
钢筋笼
1.
The following paper introduces technical performance and main characteristics of bored cast-in-situ pile,illustrates its construction technique from boring hole,cleaning hole and hanging steel cage,discusses its concrete application in project,and points out that its range of application will be more and more enlarged.
介绍了钻孔灌注桩的技术性能及主要特点,从钻孔、清孔、钢筋笼的吊放等方面阐述了钻孔灌注桩的施工工艺,探讨了其在工程中的具体应用,指出其适用范围将越来越广泛。
5)  reinforcement cage
钢筋笼
1.
Construction technology for the installation of reinforcement cage of long pile;
长桩钢筋笼入孔安装施工技术
2.
Charging electric field characteristics of reinforcement cage in cast-in-situ pile;
灌注桩钢筋笼的充电电场特征研究
3.
Based on an analysis of magnetic anomaly characteristics inside the perpendicular cylinder and the result of model piles test,the authors studied the magnetic anomaly characteristics inside the reinforcement cage of the cast-in-situ pile.
通过分析有限长直立圆柱体内部的磁异常特征,结合模型桩试验,研究了灌注桩钢筋笼内部的磁异常特征,结果表明在钢筋笼内部钻孔中的磁异常Za垂直分量总体上呈现"两峰夹一谷"的特征,钢筋笼中部呈宽缓的马鞍形负异常,钢筋笼底端位置对应磁异常从极小值转变为极大值的拐点,相应梯度曲线出现极大值。
6)  steel bar cage
钢筋笼
1.
Floating reason analysis of cast-in-site bored steel bar cage;
钻孔灌注桩钢筋笼上浮原因分析与措施
2.
Combined with constructive practice of a tube-subsiding grouting pile project,it analyzes problems such as fixed position of stress level in construction & upgone of steel bar cage and puts forward some handling methods to provide references for similar project.
结合某工程沉管灌注桩的施工实践 ,对施工中存在的持力层定位、钢筋笼上浮等问题进行了分析探讨 ,并提出了一些处理办法 ,供同类工程借鉴。
3.
According to a steel bar cage and scaffolding collapse and serious accident happened in construction of a pier, authors make the stability calculation analysis of the structure under wind loading, and find out reasons of this accident.
就某桥墩施工时钢筋笼及脚手架倒塌事故,进行了结构在风荷载作用下的稳定性计算分析,找出事故原因。
补充资料:笼体降解
分子式:
CAS号:

性质:三角多面体骨架(如硼烷)去除骨架顶角的过程。如[NMe4]B5H8(戊硼烷(8)四甲基胺盐)+ 6PrOH(异丙醇)→[NMe4]B3H8(丙硼烷(8)四甲基胺)+2B(OPri)3(异丙醇硼)+3H2(氢)和B5H9(戊硼烷(9))+B5H9(TMED)( 戊硼烷(9))B4H8(TMED)( 丁硼烷(8))+2B(OMe)3(三甲氧基硼)+2H2(氢)(Pri为异丙烷CH3CHCH3,TMED为N,N-二甲基乙二胺(Me2NCH2CH2NMe2)

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