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Method for observing support cast-in-place beam preloading by utilizing reflector

A technology of reflective sheets and cast-in-place beams, applied in the direction of using optical devices, erecting/assembling bridges, bridges, etc., can solve the problems of difficulty in erecting prisms, taking a lot of time, and bridges are difficult to reach, etc., to reduce the risk of high-altitude operations and measurements Convenient and easy to place spots

Active Publication Date: 2015-07-22
THE 4TH ENG CO LTD OF CHINA RAILWAY 16TH BUREAU GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

One of the tasks that must be done in routine survey work is orientation, which requires the ruler to go to the backsight point to set up a prism or set up a sign; it may often be difficult to set up a prism in many places during work. In recent years, railway bridge erection In China, bridges up to tens of meters abound. Such bridges are either difficult to reach, or require a lot of time and effort to erect the prism.
To monitor beam deformation, it is necessary to regularly go to the deformation point to erect prisms, and this process often takes a period of time

Method used

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  • Method for observing support cast-in-place beam preloading by utilizing reflector
  • Method for observing support cast-in-place beam preloading by utilizing reflector

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Embodiment Construction

[0020] Such as Figure 1-2 As shown in the embodiment of the present invention, a method for observing the preloading of cast-in-place beams using reflective sheets, the method includes the following steps:

[0021] Step 1: Set up measuring instruments at the observation position;

[0022] Step 2: Fix the reflective sheet 2 on the positions to be monitored on the Bailey beam, steel pipe column, beam and longitudinal beam. The front of the reflective sheet 2 is located on the side where the measuring instrument is erected. Measuring instrument through sight;

[0023] Step 3: before the preload of the bracket is applied, monitor each reflector 2 with a measuring instrument and record the initial value of each monitoring point;

[0024] Step 4: After the bracket preload is applied for 1 hour, monitor the displacement of each reflective sheet 2 and record the value, and then monitor it every 6 hours until the difference between the average value of the two monitoring displacemen...

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Abstract

The invention relates to a method for observing support cast-in-place beam preloading by utilizing a reflector. The method mainly comprises the steps of fixing the reflector at the position to be observed, inputting an elevation in a measuring instrument, observing and recording coordinates and elevations of the reflector before and after preloading, and calculating the displacement of a support structure according to changes of coordinates and elevations of the reflector before and after preloading. The method has the advantages that settlement observation of support preloading in the large-span high cast-in-place beam construction is achieved; settlement is observed accurately on the premise that constructors are not required to enter preloading fields; the safety of constructors is guaranteed; the measurement is convenient, stationing is easy, places where prisms cannot arrive easily can be observed freely, and the high-altitude operation risks of measuring staff are reduced.

Description

technical field [0001] The invention relates to the technical field of bridge erection, in particular to a method for preloading and observing cast-in-place beams with brackets using reflective sheets. Background technique [0002] In recent years, the construction and opening of a number of passenger dedicated lines in China has brought great impetus to the development of the national economy, effectively promoted the growth of the national economy and social progress, and greatly promoted the economic development along the line. Ballastless track technology has been fully developed across the country. In the construction of large-span and high-height cast-in-place beams, in order to ensure construction safety, the preloading test of the support system is carried out, and the overload preloading of the support is carried out. The purpose of preloading is to eliminate the inelastic deformation of the support and the foundation. Measure the elastic deformation value of the s...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00G01B5/004G01B9/00
Inventor 李征王景斌樊克辉孙铭辰李强王保辉徐发明田小路王凯
Owner THE 4TH ENG CO LTD OF CHINA RAILWAY 16TH BUREAU GRP CO LTD
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