1) frame side joint
框架边节点
1.
Finite element analysis of capacity of high strength steel-reinforced concrete frame side joint;
钢骨高强砼框架边节点抗剪承载力有限元分析
2.
To make sure the steel reinforced high strength concrete frame side joint shear capacity,the principally factor of affecting steel reinforced high strength concrete frame side joint shear capacity has been confirmed by tests.
为了确定钢骨高强混凝土框架边节点的抗剪承载力,根据试验确定了影响钢骨高强混凝土框架边节点抗剪承载力的主要因素,介绍了节点试验的加载和测量方法,明确了影响节点承载力的主要因素为含钢率、轴压比和配箍率。
2) exterior beam column joints
框架边节点
1.
By experimental analysis on full scale test of exterior beam column joints, the anchorage bond and slip of pressed frame bars under repeated loading are studied.
为了研究重复荷载作用下框架梁中受压钢筋粘结锚固及滑移的变化规律，根据对一组足尺寸框架边节点试件的试验，认为该种钢筋的应变，粘结应力及滑移值均较小，粘结锚固问题易于保证。
3) frame exterior joints
框架边节点
1.
Experimental study on seismic behavior of wrapped steel concrete frame exterior joints;
通过三件外包钢混凝土框架边节点的试验 ,以柱轴压比、梁角钢布置形式及配钢率等为主要参数 ,研究了现浇外包钢混凝土框架边节点在高轴压比条件下的节点抗震性能和角钢受力特点 。
4) frame joint
框架节点
1.
Experimental study on ductility of steel fiber reinforced high-strength concrete frame joints;
钢纤维高强混凝土框架节点延性试验研究
2.
Studies on restoring force model of frame joint in steel high strength concrete;
钢骨高强混凝土框架节点恢复力模型的研究
3.
Experimental study on the seismic resistance behavior of steel fiber reinforced concrete frame joints;
钢纤维混凝土框架节点抗震性能试验研究
5) frame joints
框架节点
1.
Experimental research on seismic behavior of steel reinforced high strength and high performance concrete frame joints;
型钢高强高性能混凝土框架节点抗震性能试验研究
2.
Research on influence factors of anti-shear strength of R.C.frame joints;
R.C.框架节点抗剪强度影响因素研究综述
3.
Quasi-static experimental study on frame joints with partially prestressed concrete flat beam;
部分预应力混凝土扁梁框架节点的拟静力试验研究
6) frame node
框架节点
1.
On the measure to strengthen the reinforced concrete frame node;
浅谈增强钢筋混凝土框架节点的措施
2.
Study on anti-shake capability of concrete frame nodes;
混凝土框架节点抗震性能研究综述
3.
A simp lified design method for ascer taining the miniam anchoring length of the beam s lower longithdinal reinforaing steel bars in the reinforced concrete frame nodeas of multistory building under earthqnake loads is presented in this paper,and the method was need in a project and good effect was got.
本文提出了多层房屋在地震力作用下钢筋砼框架节点梁下纵筋最小锚固长度取值的折减设计方法 。
补充资料：波状(软边)挡边带式输送机
分子式：
CAS号：
性质：带式输送机的一种。在乎输送带的两侧加上有波纹形的软边，中间用隔板隔起来使其呈框形。可使其提升角度几乎不受限制，可达90°角。在提升角度大，运输场地受限制的情况下，采用此种带式输送机有显著的优越性。由于输送带上装有波形软边和隔板，物料装载厚度可以增高。输送带的清扫比较困难，维修比较复杂，不适用于有黏性的细粉物料。
CAS号：
性质：带式输送机的一种。在乎输送带的两侧加上有波纹形的软边，中间用隔板隔起来使其呈框形。可使其提升角度几乎不受限制，可达90°角。在提升角度大，运输场地受限制的情况下，采用此种带式输送机有显著的优越性。由于输送带上装有波形软边和隔板，物料装载厚度可以增高。输送带的清扫比较困难，维修比较复杂，不适用于有黏性的细粉物料。
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