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Satellite-accurate stand-alone measurement method

A stand-alone, high-precision technology, applied in theodolite and other directions, can solve the problems of inability to obtain the change of the head data of the star sensor and the inability to complete the measurement work, so as to improve the efficiency of precise measurement work, reduce platform requirements, and save time.

Active Publication Date: 2019-06-28
SHANGHAI SATELLITE ENG INST
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Problems solved by technology

[0003] At the same time, for star sensors and other stand-alone machines, due to the mutual field of view avoidance requirements, it is easy to form a three-dimensional space angle with the main datum in the entire star configuration layout. The narrow gap between the air-floating platforms cannot complete the measurement work, and cannot obtain the changes in different states of the star-sensitive head data

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Embodiment Construction

[0023] The present invention will be described in detail below in conjunction with specific embodiments. The following examples will help those skilled in the art to further understand the present invention, but do not limit the present invention in any form. It should be noted that those skilled in the art can make several modifications and improvements without departing from the concept of the present invention. These all belong to the protection scope of the present invention.

[0024] Such as figure 1 As shown, the satellite accuracy stand-alone measuring method of the present invention comprises the following steps:

[0025] Step 1: Set a fixed theodolite to aim at a datum plane of the main reference prism, determine the theodolite as the main theodolite, level the theodolite, aim at a side of the reference prism, set the offset angle to zero, and read the pitch angle to form Main theodolite measurement reference coordinate system;

[0026] Step 2, utilize an auxiliar...

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Abstract

The invention provides a satellite precision single-machine measurement method. The satellite precision single-machine measurement method comprises the following steps: step 1, arranging a set of immobilized theodolite to align to a reference surface of a main standard prism; determining the theodolite as a main theodolite, so as to form a main theodolite measurement reference coordinate system; step 2, measuring another reference surface of the main theodolite by utilizing one set of auxiliary theodolite; reflecting a direction vector of the prism surface to the auxiliary theodolite; aligning the theodolite with the main theodolite to measure a relative offset angle and the like. By adopting the satellite precision single-machine measurement method, the requirements on a satellite parking time and a platform of a satellite parking frame are reduced, and the precision measurement working efficiency is effectively improved, so that the time for type development is saved; the space precision measurement of single machines including a star sensor and the like and the installation precision of the single machines are ensured, and a good foundation is laid for in-orbit high precision attitude measurement; the single-machine measurement method is referred to and popularized by other types.

Description

technical field [0001] The invention relates to the technical field of precision measurement in a satellite assembly process, in particular to a stand-alone satellite precision measurement method. Background technique [0002] With the high-resolution requirements of satellites, the pointing accuracy requirements of the stand-alone satellite attitude determination have also been greatly improved, which has brought considerable challenges to engineering realization. The accuracy index of the precision measurement data has also been improved to 8", which also makes the measurement system error of the traditional method have to be paid attention to. The traditional satellite’s precise measurement idea is to measure the deviation of the installation of the precision stand-alone prism relative to the earth coordinate system. In order to ensure that the satellite coordinate system and the earth coordinate system The parallel relationship between satellites is strictly required for...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01C1/02
CPCG01C1/02
Inventor 艾韶杰刘兰兰黄欣赵迪温俊建高俊英
Owner SHANGHAI SATELLITE ENG INST
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