首页> 外文会议>Conference on Connections Between Steel and Concrete Vol.2 Sep 10-12, 2001 Stuttgart, Germany >BEHAVIOUR AND DESIGN OF ANCHORS FOR LIFTING AND HANDLING IN PRECAST CONCRETE ELEMENTS
【24h】

BEHAVIOUR AND DESIGN OF ANCHORS FOR LIFTING AND HANDLING IN PRECAST CONCRETE ELEMENTS

机译:预制混凝土构件起吊和处理锚的性能和设计

获取原文
获取原文并翻译 | 示例

摘要

Lifting anchors are widely used in the precast concrete industry. If anchors are failing, lives are endangered and considerable material damage can occur. Therefore anchors for lifting and handling should be chosen carefully and the anchor design should be done by engineers. Technically, three major questions have to be answered: a) How to determine the type and magnitude of loads and how to distribute it on the anchors? The most important loads like self weight, adhesion, form friction and dynamic actions will be described and discussed b) What are the possible failure mechanisms and which one is governing? The most important failure mechanisms depending on the shape, size and reinforcement of the precast element, on the lifting situation and equipment, and on the type and size of the anchor will be described and discussed. Failure can occur by fracture of the anchor, fracture of the reinforcement, breakout of a concrete cone, pullout of the anchor, pullout of the reinforcement, splitting of the concrete or local lateral breakout of the concrete. c) How to get characteristic resistance values for the different failure modes? Design models which allow design by calculation are only available for very few situations and failure modes. In all other cases values are taken from tests performed by anchor manufacturers or by precast concrete manufacturers. A common basis how to perform tests and how to evaluate the results is not established up to now. Different test methods will be shown. Their significance on real applications and the effect of the test method on the results will be discussed.
机译:起重锚广泛用于预制混凝土行业。如果锚发生故障,将危及生命,并可能造成重大财产损失。因此,应谨慎选择用于起吊和搬运的锚,并且锚的设计应由工程师进行。从技术上讲,必须回答三个主要问题:a)如何确定负载的类型和大小以及如何将其分配到锚上?将描述和讨论最重要的载荷,例如自重,附着力,摩擦力和动态作用。b)可能的失效机理是什么,并且由哪个机理来控制?将描述和讨论取决于预制元件的形状,尺寸和加固,举升情况和设备以及锚固件的类型和尺寸的最重要的破坏机制。破坏可能发生于锚的断裂,钢筋的断裂,混凝土圆锥的破裂,锚的拔出,钢筋的拔出,混凝土的分裂或混凝土的局部横向破裂。 c)如何获得不同故障模式下的特征电阻值?允许通过计算进行设计的设计模型仅适用于极少数情况和故障模式。在所有其他情况下,值均来自锚定制造商或预制混凝土制造商进行的测试。到目前为止,尚未建立如何执行测试以及如何评估结果的通用基础。将显示不同的测试方法。将讨论它们在实际应用中的意义以及测试方法对结果的影响。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号