利索-全球专利检索

  1. 登录
  2. 注册
发明公开
CN105133666A 一种静载荷试验的检测装置及其检测方法 审中-实审

  • 专利标题： 一种静载荷试验的检测装置及其检测方法
  • 专利标题（英）： Detecting device and method for static load test
  • 申请号： CN201510420546.7
    申请日： 2015-07-17
  • 公开(公告)号： CN105133666A
    公开(公告)日： 2015-12-09
  • 发明人: 王继忠 , 梁馨
  • 申请人： 王继忠 , 梁馨
  • 申请人地址： 北京市昌平区东小口镇太平家园31号楼北京波森特岩土工程有限公司
  • 专利权人： 王继忠,梁馨
  • 当前专利权人： 王继忠,梁馨
  • 当前专利权人地址： 北京市昌平区东小口镇太平家园31号楼北京波森特岩土工程有限公司
  • 主分类号： E02D33/00
  • IPC分类号： E02D33/00
一种静载荷试验的检测装置及其检测方法
摘要：
本发明提供一种静载荷试验的检测装置，利用液体水作配重实现边注水边检测，其特征是：将底座平台、中心立柱、边立柱、斜拉杆、水平拉杆、支撑腿连接形成支撑架，将水囊放入支撑架空间内，水囊与设有自动阀门的输水管道连接，通过控制电脑操控向水囊内注水为静载荷试验提供重力，控制电脑还通过压力传感器调整各个水囊的注水量，本发明还包括一种采用上述检测装置的检测方法，其步骤为：1）在千斤顶和检测仪器，上安放检测装置；2）按第一级荷载重量向检测装置内注水并记录沉降；3）按加载重量和级数继续注水并记录沉降值；4）达到最高加载重量记录沉降；5）按照减载重量和级数逐步排水进行卸载并记录沉降。
摘要（英）：

The invention provides a detecting device of a static load test. Liquid water can be utilized for serving as a balance weight to achieve detection while water injection. The device is characterized in that a base platform, a central stand column, side stand columns, inclined pull rods, horizontal pull rods and supporting legs are connected to form a supporting frame, a water bag is put into a supporting frame space, and is connected with a water conveying pipeline provided with an automatic valve, the water is injected into the water bag by controlling a control computer so as to provide the gravity for the static load test, and the control computer adjusts the water injection amount of the water bags through pressure sensors. The invention further provides a detecting method for the detecting device. The method comprises the steps that (1), the detection device is mounted on a jack and a detection instrument; (2), the water is injected into the detection device according to a first-stage load weight, and sedimentation is recorded; (3), water is continuously injected according to the loading weight and the number of steps, and a sedimentation value is recorded; (4), the highest loading weight is achieved, and sedimentation is recorded; and (5), the water is drained in a step-by-step manner according to the deloading weight and the number of steps for unloading, and sedimentation recording is carried out

0/0