首页> 外国专利> THE BEARING CAPACITY MEASUREMENT EQUIPMENT AND THE MEASURING METHOD OF LARGE DIAMETER CAST IN PLACE REINFORCED CONCRETE PILE USING THE BI-DIRECTIONS END BEARING OIL PRESSURE LOADING EQUIPMENT USING THE HIGH-PRESSURE LOADING SYSTEM

THE BEARING CAPACITY MEASUREMENT EQUIPMENT AND THE MEASURING METHOD OF LARGE DIAMETER CAST IN PLACE REINFORCED CONCRETE PILE USING THE BI-DIRECTIONS END BEARING OIL PRESSURE LOADING EQUIPMENT USING THE HIGH-PRESSURE LOADING SYSTEM

机译:双向轴承端压油设备采用高压加载系统的支座钢筋混凝土桩承载力测量设备及大直径铸件的测量方法

摘要

The present invention solves the problems of the arrangement and installation of the hydraulic cylinder by reducing the number of hydraulic cylinders required to meet the conventional required load capacity by building a high pressure loading system using a high pressure hydraulic cylinder and peripheral devices, and each hydraulic The purpose of the present invention is to provide a bearing capacity measuring device and measuring method for large diameter cast-in-place reinforced concrete piles through a bi-directional hydraulic loading device using a high-pressure loading system that solves the problems of the conventional low pressure method such as a problem of adjusting the amount of hydraulic pressure sent to the cylinder. have.;The device for measuring the bearing capacity of large diameter cast-in-place reinforced concrete piles through the bidirectional distal hydraulic loading device using the high-pressure loading system according to the present invention for achieving the above object is made of a circular steel sheet having a predetermined thickness and diameter as a whole. An upper plate and a lower plate having a plurality of through holes formed therethrough, and an upper and lower plate fixing device for fixing the upper plate and the lower plate at regular intervals, and a predetermined position between the rear surface of the upper plate and the upper surface of the lower plate, A loading device comprising a hydraulic cylinder for exerting a hydraulic force and a displacement measuring magnetic sensor installed in an adjacent portion of the hydraulic cylinder and measuring displacement; An upper plate displacement measuring rod installed vertically on an upper surface of the upper plate for measuring displacement of the upper plate, an upper plate displacement measuring rod casing in which the upper plate displacement measuring rod is incorporated, and a lower plate installed vertically on an upper surface of the upper plate for measuring displacement of the lower plate A displacement measuring rod comprising a displacement measuring rod and a lower plate displacement measuring rod casing in which the lower plate displacement measuring rod is embedded; Tremis tube induction device is fixed to the upper surface of the top plate to be installed to guide the through hole, a plurality of reinforcing bars are vertically coupled to the upper surface of the top plate, axial sensor coupled to the outer surface of the reinforcing bar to measure the frictional force of the strata And a sensor wire for concrete and a sensor wire which are installed for the signal and current transmission to the axial sensor and the concrete sister bar, and are coupled with a margin of a certain length so as not to be disconnected by tension, and the axial sensor and the concrete sister It is characterized by consisting of a transition measuring means of the celebration consisting of an automated measuring system for displaying and storing the value measured from the bar.;In addition, the method of measuring the bearing capacity of large-diameter site-pouring reinforced concrete piles through the bi-directional hydraulic loading device using the high-pressure loading system according to the present invention for achieving the above object is perforated the ground to have a constant size and depth vertically downward to the ground Forming a punched hole (I); Installing the bearing capacity measuring apparatus of claim 1 in the drilling hole; Inserting a treme tube to penetrate the loading device of the bearing force measuring device (III); Placing concrete in the tremis tube, but placing concrete into the through hole of the loading device through a tremis tube induction device located under the tremis tube (IV); (V) driving the loading device to expand the hydraulic cylinder when the concrete is cured; After the expansion of the hydraulic cylinder is completed, measuring the displacement of the upper and lower sides of the loading device using a displacement measuring rod, and measuring the frictional force of the ground layer in contact with the concrete by using the transition measuring means during the celebration (VI) ); It is characterized in that the step (축하) to create a distribution during the axial load with the measured frictional force.;High pressure loading system, hydraulic loading device, large diameter, site casting, reinforced concrete pile,
机译:本发明通过使用高压液压缸和外围设备构建高压装载系统,并且通过减少每个液压缸的压力加载系统,从而减少了液压缸的布置和安装问题,从而减少了满足常规所需负载能力所需的液压缸的数量。本发明的目的是提供一种通过使用高压加载系统的双向液压加载装置,通过双向液压加载装置,来解决大直径现浇钢筋混凝土桩的承载力测量装置和测量方法,解决了传统技术的问题。低压方法,例如调节发送到气缸的液压量的问题。为了实现上述目的,使用根据本发明的高压加载系统通过双向远端液压加载装置测量大直径现浇钢筋混凝土桩的承载能力的装置是圆形的。钢板整体具有预定的厚度和直径。上板和下板具有穿过其形成的多个通孔,上,下板固定装置,用于以规则的间隔固定上板和下板,并且上板和下板之间的预定位置与在下板的上表面上,装载装置包括:用于施加液压的液压缸;和安装在该液压缸的相邻部分中并测量位移的位移测量磁传感器。垂直地安装在上板的上表面上以测量上板的位移的上板位移测量杆,结合有上板位移测量杆的上板位移测量杆壳体,以及垂直安装在外壳上的下板。用于测量下板的位移的上板的上表面。位移测量杆,包括位移测量杆和嵌入有下板位移测量杆的下板位移测量杆壳体。 Tremis管感应装置固定在顶板的上表面上以安装以引导通孔,多个加强筋垂直地联接到顶板的上表面,轴向传感器联接到加强件的外表面测量地层摩擦力的杆和用于将信号和电流传输到轴向传感器和混凝土姊妹杆的混凝土传感器线和传感器线,并以一定长度的边缘连接,以便轴向传感器和混凝土姊妹结构不会因张力而断开连接。其特征在于,它包括一个庆祝活动的过渡测量装置,该装置包括一个自动测量系统,用于显示和存储从钢筋测量的值。双向液压加载装置测量高压大直径现场浇筑钢筋混凝土桩承载力的方法用于实现上述目的的根据本发明的补给系统,在地面上垂直于地面向下打孔以具有恒定的尺寸和深度,从而形成打孔(I); 6.在钻孔中安装权利要求1所述的承载能力测量装置;插入一根特级管,使其穿过轴承力测量装置(III)的加载装置;将混凝土放置在三叉管中,但通过位于三叉管下方的三叉管感应装置将混凝土放入加载设备的通孔中(IV); (v)在混凝土固化后,驱动加载装置使液压缸膨胀;在完成液压缸的膨胀之后,使用位移测量杆测量加载设备的上下侧的位移,并在过渡过程中使用过渡测量装置测量与混凝土接触的地层的摩擦力。庆祝活动(VI));其特征在于步骤(축하)是在轴向载荷作用下用测得的摩擦力产生分布。高压加载系统,液压加载装置,大直径,现场浇筑,钢筋混凝土桩,

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