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A multi-point spatial positioning method for super-long rods

A technology of spatial positioning and spatial location, which is applied to bridge parts, buildings, bridge construction, etc., and can solve problems such as installation errors, difficult positioning, and affecting project quality

Active Publication Date: 2020-08-21
CCCC SHEC FOURTH ENG +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the steel rods used in the anchoring system are heavy, and the existing positioning technology cannot guarantee the accuracy of spatial position positioning, and the positioning is difficult. At the same time, the deflection angle and the distortion of the rods cannot be directly measured, which easily causes installation errors and affects Engineering Quality

Method used

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  • A multi-point spatial positioning method for super-long rods
  • A multi-point spatial positioning method for super-long rods
  • A multi-point spatial positioning method for super-long rods

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0032] A multi-point spatial positioning method for super-long rods, including post-anchor beam positioning measurement and anchor rod positioning measurement, such as image 3 , Figure 5 As shown, the rear anchor beam 1 is positioned and installed on the rear bracket 4, and the anchor rod 5 is positioned and installed on the rear anchor beam 1, the middle bracket 6 and the front bracket 7; as figure 1 , figure 2 , Figure 4As shown, the rear anchor beam 1 is provided with several anchor brackets 2 along the axial direction, and the anchor bracket 2 is provided with several high bolt holes 3 arranged in an array, along the axis of the rear anchor beam 1 Select any pair of high-bolt holes 3 on the outermost sides of the anchor bracket 2 at the two ends and the middle in the direction of direction as the high-bolt hole measurement point 31 of the rear anchor beam, and measure the spatial coordinates of the high-bolt hole measurement point 31 after positioning Spatial positi...

Embodiment 2

[0034] Based on the above-mentioned embodiment 1, such as Figure 5 , Figure 6 As shown, the upper surface of the anchor rod 5 along the axial direction is provided with upper, middle and lower three sections, and each section is provided with a measuring point, and the lower section is located on the anchor corbel on the rear anchor beam. 2. At the connection point, the middle section is located in the middle of the anchor rod, and the upper section is located at the end of the unconnected anchor bracket of the anchor rod; the lower section is symmetrically provided with a pair of lower section measurement points 51, and the middle A pair of mid-section measurement points 52 are arranged symmetrically on the section, and a pair of upper section measurement points 53 are symmetrically arranged on the upper section. A pair of upper section measurement points 53 and the upper section middle measurement point 531 arranged symmetrically are on the same straight line and are perp...

Embodiment 3

[0036] Based on the above-mentioned embodiment 1, such as Figure 1-4 As shown, the positioning measurement of the rear anchor beam comprises the following steps:

[0037] 1) Set a space position corresponding to the size of the rear anchor beam on the rear bracket 4

[0038] 2) hoisting the rear anchor beam 1 on the spatial position of the rear bracket 4, and initially fixing the rear anchor beam 1;

[0039] 3) Use a total station to measure the high bolt hole measurement point 31 of each rear anchor beam 1, measure the local space coordinates X, Y and Z of each high bolt hole measurement point 31, and the local space coordinate system is as follows Figure 7 shown;

[0040] 4) Adjust the spatial position and linearity of the rear anchor beam 1 according to the deviation between the measurement data of each high-bolt measurement point 31 and the theoretical data designed for the high-bolt hole measurement point 31 by the total station.

[0041] In this embodiment, the rear...

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Abstract

The invention provides a multi-point spatial positioning method for super long rod pieces. The multi-point spatial positioning method comprises the steps of rear anchor beam positioning measurement and anchor rod positioning measurement, wherein a rear anchor beam is positioned and mounted on a rear bracket, and anchor rods are positioned and installed on the rear anchor beam, a middle bracket anda front bracket; the rear anchor beam is provided with a plurality of anchor rod brackets in the axial direction, and the anchor rod brackets are each provided with a plurality of high bolt holes arranged in an array mode, any pair of high bolt holes in the outermost side of the anchor rod brackets at two ends and the middle part is selected in the axial direction of the rear anchor beam as highbolt hole measurement points of the rear anchor beam, and the space coordinates of the high bolt hole measurement points are measured and the spatial position of the rear anchor beam is positioned. The positioning method directly measures and locates the complex spatial positions of the rod pieces, controls the installation quality, reduces the positioning processes, prevents the installation error from affecting the engineering quality, and improves the positioning efficiency.

Description

technical field [0001] The invention relates to the technical field of construction of an anchorage system of a suspension bridge, in particular to a multi-point space positioning method for super-long rods. Background technique [0002] In the process of bridge construction, the installation and positioning of the anchorage system is the key to the construction control of the suspension bridge. The existing anchorage system adopts the new connection form of the rear anchor beam and the anchor rod. During the installation process of the anchor system, the rear anchor beam and the anchor rod need to be positioned. , while in the prior art, for the positioning of the anchor beams and anchor rods of the anchorage system, one measurement point is usually used at each end of the rod to locate the spatial position. However, the steel rods used in the anchoring system are heavy, and the existing positioning technology cannot guarantee the accuracy of spatial position positioning, a...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00E01D19/14
CPCE01D19/14E01D21/00
Inventor 汪成龙魏湛力周海生钟永新潘桂林石军方龙赵栓成许雄飞朱斌典王清阳苗明星倪志
Owner CCCC SHEC FOURTH ENG