3D Laser Scanner for Crane Rail Alignment Survey

Resolve Bottlenecks,
Find Innovative Solutions
Generate Solutions

Solution Overview

Problem

Existing methods for surveying overhead crane runway rail alignment are time-consuming, require crane downtime, and involve manual access, leading to inefficiencies and increased costs, as they struggle to accurately measure and align crane components without disrupting operations.

Innovation Solution

A non-contact rail survey system utilizing a 3D laser scanner mounted on a support base, which remains stationary to collect data on crane runway beams and rails, converting point clouds into triangulated irregular networks and voxel data structures for precise alignment analysis, allowing for remote measurement and minimal downtime.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Measurement precision

If traditional manual surveying methods are used to measure crane rail alignment, then measurement precision can be achieved, but the survey process becomes time-consuming and requires crane downtime

Engineering Contradiction:
Improvecrane rail alignment measurement precisionVSAvoidsurvey time and crane downtime
Core Design Contradiction:
Measurement precisionVSLoss of time

Solution Approach 1:

The patent replaces traditional mechanical surveying instruments (transits, tape measures, levels) with a 3D laser scanning system. The laser scanner emits laser beams to capture spatial coordinates of rail points, converting physical measurements into digital data automatically, thereby eliminating manual operations and crane downtime while maintaining high measurement precision

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

Solution Approach 2:

The patent changes the measurement parameters from traditional 2D coordinates to comprehensive 3D spatial coordinates (x, y, z). This enables simultaneous measurement of multiple alignment parameters including horizontal position, vertical elevation, and rail profile geometry, achieving precise alignment assessment in a single scanning operation without requiring multiple separate measurements

Inventive Principle:
Principle #35Parameter changes

2Loss of information

If manual access to crane components is required for surveying, then detailed measurement data can be collected, but operational efficiency decreases and safety risks increase

Engineering Contradiction:
Improvesurvey data completenessVSAvoidoperational efficiency
Core Design Contradiction:
Loss of informationVSProductivity

Solution Approach 1:

The patent creates a digital copy (3D point cloud model) of the physical crane rail system. The laser scanner captures complete spatial information of rails, beams, and support structures, generating a comprehensive digital replica that can be analyzed without physical access, thus preserving all necessary survey data while eliminating the need for personnel to access crane components

Inventive Principle:
Principle #26Copying

Solution Approach 2:

The 3D laser scanning system serves multiple functions simultaneously: it measures rail alignment, captures beam geometry, records support column positions, and generates as-built documentation. This multi-functional capability collects comprehensive survey data from a single remote operation, eliminating the need for separate manual measurement tasks and improving operational efficiency

Inventive Principle:
Principle #6Universality (Multi-functionality)

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

Enables quick, accurate, and safe measurement of crane rail alignment without shutting down operations, reducing downtime and costs by providing precise data for engineering analysis and repair planning.

Implementation Method 1

a 3D laser scanner to collect data

Methodology Applied
Scientific EffectTime of Flight: Time of Flight

Data Source

PatentUS11506565B2Four-dimensional crane rail measurement
Publication Date: 2022.11.22 FALK PLI ENG & SURVEYING
  • US11506565B2 patent drawing
  • US11506565B2 patent drawing
  • US11506565B2 patent drawing

AI summary

A method and system for conducting a non-contact survey of an overhead crane runway system using a survey apparatus that is alternately located in the crane bay or on a crane bridge girder. Disclosed more particularly are a method and system for testing an overhead crane runway beam 3D alignment or an overhead crane runway rail 3D alignment using a 3D laser scanner.