Three-dimensional laser scanner auxiliary support and method for bridge bottom form measurement

A technology of three-dimensional laser and auxiliary support, which is applied in the direction of bridges, bridge parts, bridge construction, etc., can solve the problems of poor accessibility, low work efficiency, incomplete data, etc., and achieve the effect of improving test accessibility and ensuring stability

Active Publication Date: 2021-06-22
ANHUI TRANSPORTATION HLDG GRP CO LTD +1
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] Technical problem: The purpose of this invention is to provide a 3D laser scanner auxiliary support for the shape measurement of bridge gi

Method used

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  • Three-dimensional laser scanner auxiliary support and method for bridge bottom form measurement
  • Three-dimensional laser scanner auxiliary support and method for bridge bottom form measurement
  • Three-dimensional laser scanner auxiliary support and method for bridge bottom form measurement

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[0046] In order to make the technical problems, technical solutions and beneficial effects to be solved by the present invention, the present invention will be described in further detail below with reference to the accompanying drawings and examples. It should be understood that the specific embodiments described herein are merely intended to illustrate the invention and are not intended to limit the invention.

[0047] It should be noted that when the element is referred to as "fixed to" or "set to" another element, it can be directly on the other element or indirectly on the other element. When one element is called "connected to" another element, it can be directly connected to another element or indirectly connected to the other element.

[0048] It is to be understood that the term "length", "width", "upper", "lower", "front", "post", "right", "vertical", "level", "top" The orientation or position relationship of "bottom" "inside", "outside", etc. is based on the orientation...

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Abstract

The invention discloses a three-dimensional laser scanner auxiliary support and method for bridge bottom form measurement, and the support comprises a mobile station which is disposed at a position, close to a bridge handrail, of a bridge; a stand column, wherein the bottom end of the stand column is connected with the movable table, the upper end of the stand column is connected with one end of a horizontal telescopic rod, and the horizontal telescopic rod can stretch out and draw back in the direction of the outer side of the bridge handrail; a vertical telescopic rod, wherein the upper end of the vertical telescopic rod is connected with the outer end of the horizontal telescopic rod, the bottom end of the vertical telescopic rod is connected with a scanner placing frame, and the scanner placing frame is used for placing a three-dimensional laser scanner. The technical problems of poor accessibility, incomplete data, low working efficiency and the like when the three-dimensional laser scanner is used for measuring the shape of the bottom of the bridge are solved.

Description

technical field [0001] The invention relates to the field of engineering construction, in particular to a three-dimensional laser scanner auxiliary bracket and method for shape measurement of bridge girder bottoms. Background technique [0002] Three-dimensional laser scanning is a fully automatic, all-round, high-precision three-dimensional space shape scanning technology. This technology uses a 3D laser scanner to obtain the spatial coordinate information of a large number of points on the bridge floor, and analyzes the data features to identify its spatial form. At present, the method of obtaining point cloud data of the bridge floor by using the 3D laser scanner is mainly to sample the bridge deck or the bottom of the beam at multiple stations. It is difficult to directly scan the bottom of the beam when performing laser scanning on the bridge deck, while selecting a station near the bridge site for scanning is easily affected by the site terrain and the excess under th...

Claims

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Application Information

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IPC IPC(8): E01D19/10
CPCE01D19/106
Inventor 熊文李刚李传生张宏伟操川徐浩文祁义保刘中徐浪徐畅
Owner ANHUI TRANSPORTATION HLDG GRP CO LTD
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