spiral hoop

Design of Monolithic Processor Control Software on the Spiral Steel Hoop Molding Mechanism

螺旋钢箍成型机控制软件的设计

In the process of civil engineering actions, calculation of the spiral hoop steel engineering quantity of column component, is closely related to the length of spiral hoop steel.

在土木工程活动中，常常要计算圆柱形构件螺旋箍筋的工程量，其工程量的正确计算与箍筋长度密切相关。

This paper working procedure of spiral steel hoop molding mechanism, and software structure, and implementing method.

文中介绍了螺旋钢箍成型机的工艺流程以及应用软件的结构和具体的实现方法.

Based on netting theory, linear equations for the single spiral, spiral and hoop filament wound toroidal pressure vessel were obtained.

基于网络理论，得到了纤维单螺旋、螺旋加环向均衡型缠绕圆环压力容器的线型方程。

According to the maximum stress strength criterion, the burst pressure formula for the single spiral and the spiral with hoop filament-wound toroidal pressure vessel were obtained.

利用最大应力强度准则，得到了单一螺旋缠绕及螺旋加环向缠绕圆环压力容器爆破压强的计算式。

Test indicate that on deploying spiral hoop restrain occasions, it could effectively reduce lap length.

试验表明，在配置螺旋箍筋约束的情况下，可有效地降低钢筋的搭接长度。

The writer inventively uses microcomputer to control spiral steel bar hoop machine and designs a digital control system based on single chip machine for spiral steel bar hoop machine.

本文开创性地将微型计算机用于螺旋钢箍机的控制，设计了基于单片机的螺旋钢箍机数字控制系统。

Based on the constitutive law of confined concrete, the axial compression ultimate analysis of the circular concrete column with spiral hoop is investigated, and the calculated methods of the ultimate compressive capacity and the ultimate deformation are presented.

本文利用侧限混凝土的本构关系，对采用螺旋箍筋的混凝土圆柱在单调轴压荷载作用下进行极限状态分析，并提出了极限承载力和极限变形的计算方法。

The Study of Shear Property of High-Strength Concrete Column Confined with High-Strength Continue Compound Spiral Hoop

高强混凝土高强连续复合螺旋箍筋柱抗剪性能的研究

Spiral type steel bar hoop made by spiral steel bar hoop machine controlled by microcomputer can increase the antivibration property of building.

微机控制螺旋钢箍机所加工成型的螺旋型钢箍，能够提高建筑物的抗震性能。

Inquired into strictly the length calculation formula of round column component spiral hoop steel with its common errors, and figured out accurately the length coefficient of steel round column component spiral hoop based on combination fact situation of works.

针对目前长度计算公式的某些错误，进行了严密的理论推导并结合工程的实际情况，比较准确地给出钢筋混凝土圆柱形构件螺旋箍筋长度系数，从而更方便实际工程中的快速计算与应用。

Study on correction calculation engineering quantity of spiral hoop steel

螺旋箍筋工程量的正确计算

Study on a type of reinforced bar transmitting force's joint of composite beam and continuous compound spiral hoop reinforced concrete column

连接钢筋传力的组合梁及连续复合螺旋箍混凝土柱节点的研究