首页> 外国专利> The line hitting rebound test method for nondestructive test of concrete compressive strength

The line hitting rebound test method for nondestructive test of concrete compressive strength

机译:混凝土抗压强度无损检测的在线击中回弹试验方法

摘要

PURPOSE: A line striking rebound test method is provided to increase compression force and striking force by improving configuration of impact plunger and compression spring. CONSTITUTION: A line striking rebound test method, comprises a first step of arranging a rebound test machine to be perpendicular to a concrete surface(2) by allowing an impact plunger(1) to tightly contact the concrete surface; a second step of allowing a compression spring(5) to push a hammer(9) by compressing the rebound test machine, and the compression spring being supported by a stopper(8) to transmit motion energy to the hammer when the stopper is released; a third step of allowing the hammer to strongly strike the impact plunger by the force of the compression spring; a fourth step of permitting the impact plunger to transmit impact force to the concrete; a fifth step of permitting rebound force of concrete to be transmitted to the impact plunger and to an impact spring(10); a sixth step of pushing the hammer upward by the action of the impact spring, and permitting the hammer to move an indicator of a guide rod(4); and a seventh step of fixing the indicator by pressing a push button(6), reading data of a scale plate(11) and recording the read data.
机译:目的:提供一种直线撞击回弹测试方法,以通过改善冲击柱塞和压缩弹簧的配置来增加压缩力和撞击力。组成:敲击回弹线试验方法,包括第一步,通过使冲击柱塞(1)紧密接触混凝土表面,将回弹试验机布置成垂直于混凝土表面(2);第二步,通过压缩回弹试验机使压缩弹簧(5)推动锤子(9),并且压缩弹簧由制动器(8)支撑,以在释放制动器时将运动能传递给锤子。第三步,通过压缩弹簧的力使锤子强烈撞击冲击柱塞。第四步骤,允许冲击柱塞将冲击力传递给混凝土;第五步骤,允许混凝土的回弹力传递到冲击柱塞和冲击弹簧(10);第六步,通过冲击弹簧的作用将锤子向上推,并使锤子移动导向杆(4)的指示器。第七步骤是通过按下按钮(6),读取刻度盘(11)的数据并记录所读取的数据来固定指示器。

著录项

  • 公开/公告号KR20020087900A

    专利类型

  • 公开/公告日2002-11-23

    原文格式PDF

  • 申请/专利权人 AHN HYO SOO;SEO CHI HO;

    申请/专利号KR20020055515

  • 发明设计人 AHN HYO SOO;SEO CHI HO;

    申请日2002-09-12

  • 分类号G01N3/30;

  • 国家 KR

  • 入库时间 2022-08-21 23:48:36

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