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General| Brand | Rlide |
|---|---|
| Model | R2 Series |
| Category | Measuring Instruments |
| Language | English |
General safety warnings and guidelines for operating the total station.
Information on the safe use of the laser plummet feature.
Identification of the physical components of the total station instrument.
Description of the instrument's screen layout and information displayed.
Explanation of the instrument's keypad functions and button layout.
Details on the functions assigned to the soft keys on the instrument.
Guide to using navigation keys and understanding common abbreviations.
Configuration options for instrument lights and audible feedback.
Information on the automatic power-off feature for energy saving.
Instructions for safely unpacking, storing, and handling the instrument.
Detailed steps for setting up the instrument on a tripod and leveling it.
Guidance on battery charging, usage, and maintenance.
Information regarding the use and types of reflectors for measurements.
Procedures for attaching and detaching the instrument from its mount.
Steps for adjusting the eyepiece for clear viewing and eliminating parallax.
How to enter data using the instrument's keypad and input modes.
Instructions for entering Point IDs, including existing and new points.
Procedures for leveling the instrument using circular and plate vials.
Important safety and operational notes before taking distance measurements.
Configuration options for the Electronic Distance Measurement (EDM) system.
Using the HOT key for quick access to target height, temp/pressure, target, and notes.
Steps to initiate a surveying job after all settings are completed.
Procedures for measuring angles, including setting HA to zero and inputting angles.
Method for accumulating repeated angle measurements for increased accuracy.
Technique for measuring angles using both faces of the instrument.
How to hold or freeze the current horizontal angle reading.
Using predefined codes to record points with feature information efficiently.
Methods for establishing a station using known coordinates or backsight points.
Procedure for determining station position by measuring to multiple known points.
Fast method to set up the station without needing pre-defined coordinates.
Determining the instrument's height by measuring to target points with known heights.
Verifying and resetting the backsight direction after station setup.
Guiding the user to stake out points based on entered angle and distance.
Stakeout operations based on inputting or selecting point coordinates (XYZ).
Staking out points along a line divided into segments based on span.
Stakeout function based on a reference line defined by two points and offsets.
Using visible light beams to guide the rodman to the correct line quickly.
Calculating and recording points based on distance offsets from a known line.
Calculating and recording points based on angle offsets from a known line.
Function for measuring with a two-prism pole setup for offsets.
Extending a line using horizontal angle offsets to define new points.
Entering horizontal distance (HD) for offset calculations when EDM is difficult.
Determining a corner point by measuring to three or four points.
Measuring points on a column and calculating its center and radius.
Function to extend slope distance measurements.
Defining a reference line using two points for stakeout.
Measuring distance and offset values along a defined arc curve.
Measuring distances between points using various methods like MimRadial.
Measuring distance and offset values on a vertical plane.
Measuring distance and offset values on a slope plane.
Tools for defining and staking out road alignments including straight, arc, and transition curves.
Creating, opening, deleting, and setting control jobs within the instrument.
Performing coordinate calculations like inverse, area, and line offsets.
Configuring instrument settings such as angle, distance, units, and power.
Setting the instrument's date and time for accurate record keeping.
Options for deleting data, jobs, or initializing the instrument to factory settings.
Displaying details about the instrument's type, serial number, and software version.
Procedure for checking and adjusting the plate vial for accurate leveling.
Steps to check and adjust the circular vial for precise leveling.
Adjusting the reticle for proper alignment with the line of sight.
Checking the perpendicularity between line of sight and horizontal axis.
Professional maintenance for adjusting optical components like reticle and tangent screws.
Compensating for vertical index differences to ensure accurate vertical angle readings.
Adjusting the vertical index for accurate zero datum and angle readings.
Procedure for checking and adjusting the optical plummet for accurate centering.
Checking and adjusting the instrument constant (K) for distance measurements.
Ensuring parallelism between the line of sight and the emitting photoelectric axis.
Adjusting tribrach leveling screws for stability and proper function.
Information on tribrach, adapter, and prism pole checks for accuracy.
Explanation of the format for raw data transmitted from the total station to a PC.
Details on the format for uploaded or downloaded coordinate data.
Information on the structure and use of the code list for feature codes.
Elements and definition of horizontal lines in road design data.
Types of alignment elements (straight, arc, transition) and how to enter them.
Formulas and methods for calculating transition curves, deflection angles, and coordinates.
