Laser Grid Reference Setting for Accurate Trench Cross-Sections

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Solution Overview

Problem

In trench cross-section surveys, maintaining the horizontality of the grid for accurate data collection is labor-intensive and inefficient, requiring repeated checks with water levels and pins.

Innovation Solution

A trench cross-section baseline setting device with a sensor part that automatically adjusts to a vertical position and projects a laser mark on the trench cross-section, facilitating the installation of a grid by ensuring horizontality and enabling efficient data collection through a trench cross-section analysis method.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Measurement precision

If traditional water level and pin methods are used to maintain grid horizontality, then measurement accuracy can be achieved, but the operation becomes labor-intensive and inefficient

Engineering Contradiction:
Improvegrid horizontality accuracyVSAvoidoperation efficiency
Core Design Contradiction:
Measurement precisionVSProductivity

Solution Approach 1:

The patent replaces the traditional mechanical water level and pin system with an electronic sensor-based system. The sensor part detects the vertical position electronically, and the laser light source projects reference lines optically, eliminating the need for manual water level checks and physical pin placements while maintaining measurement accuracy.

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

Solution Approach 2:

The device performs self-leveling through the sensor part that automatically detects and indicates vertical position. The system serves itself by providing automatic feedback through the laser display, eliminating the need for continuous manual intervention and repeated checks required by traditional methods.

Inventive Principle:
Principle #25Self-service

2Manufacturing precision

If repeated checks with water levels and pins are performed to ensure grid horizontality, then positioning accuracy is maintained, but time consumption increases

Engineering Contradiction:
Improvepositioning accuracyVSAvoidtime for grid installation
Core Design Contradiction:
Manufacturing precisionVSLoss of time

Solution Approach 1:

The sensor part performs preliminary detection of the vertical position before grid installation begins. The laser light source pre-establishes the reference lines and horizontality markers, allowing workers to immediately begin accurate grid placement without performing repeated checks during the installation process.

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The sensor part provides continuous feedback on vertical positioning through the laser display system. This real-time feedback mechanism allows workers to maintain positioning accuracy throughout the grid installation process without needing to stop and perform repeated manual checks with water levels and pins.

Inventive Principle:
Principle #23Feedback

3Device complexity

If manual methods are used to maintain grid horizontality, then equipment complexity remains low, but operation difficulty increases

Engineering Contradiction:
Improveequipment simplicityVSAvoidgrid installation ease
Core Design Contradiction:
Device complexityVSEase of operation

Solution Approach 1:

The laser light source acts as an intermediary between the sensor part and the grid installation process. It translates the sensor's vertical position detection into visible laser reference lines that guide grid placement, making the operation easier without significantly increasing equipment complexity.

Inventive Principle:
Principle #24Intermediary (Mediator)

Solution Approach 2:

The laser light source provides visual information through light projection, creating visible reference lines and markers. This optical indication system replaces the need for workers to interpret physical water levels and pin positions, significantly easing the operation while adding only minimal complexity to the equipment.

Inventive Principle:
Principle #32Color changes

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

Automatically ensuring the vertical position and forming a laser mark on the trench cross-section simplifies the trench operation, improving the accuracy and efficiency of grid installation and data collection, thereby enhancing the trench cross-section analysis process.

Implementation Method 1

a position of the trench cross-section baseline setting device is automatically made to be vertical by a sensor part

Methodology Applied
Scientific EffectSensor detection:

Implementation Method 2

a laser mark is formed on the trench cross-section by projecting a light source from a laser light source part

Methodology Applied
Scientific EffectLaser: Laser

Data Source

PatentUS11487044B2Trench cross-section reference line setting device and trench cross-section analysis method using the same
Publication Date: 2022.11.01 KOREA INSTITUTE OF GEOSCIENCE AND MINERAL RESOURCES
  • US11487044B2 patent drawing
  • US11487044B2 patent drawing
  • US11487044B2 patent drawing

AI summary

The present invention relates to a trench cross-section reference line setting device, comprising: a trench reference line setting body unit (100) for setting a trench cross-section reference line, wherein the trench reference line setting body unit (100) has a sensor unit (10) at the center thereof, two horizontal units (20) orthogonal to each other on the upper surface thereof, and three laser light source units (30) and a grid photographing unit (110′), respectively, on the side surfaces thereof; a reference line setting tripod unit (200) rotatably coupled to the trench reference line setting body unit (100) and having a posture adjusting unit (230) and a height adjusting unit (250); and a trench stratum analysis server (300) for receiving a fault image photographed by the grid photographing unit (110′) of the trench reference line setting body unit (100) and creating a stratum map of a trench cross-section structure.