Baihe transmission line tower load calculation software

Baihe transmission line tower load calculation software
Ground conductor load calculation, State Grid general design tower, tower load calculation, general design of power transmission and transformation engineering, basic wind speed height above the ground, tower load combination, tower load calculation, load Broken line conditions
The Lily load software function is suitable for calculating steel pipe pole loads, cement pole loads, self-standing tower loads, and line automation software. To purchase transmission line software, please call Chen Yunzhi@
Lily load calculation software is suitable for calculating the hanging point load and foundation force calculation of self-standing iron towers or self-standing steel pipe poles. Automatically calculate the force on the tower body and the foundation force at the hanging wire point based on the meteorological parameters of the tower usage span, wire type, wire safety factor and other conditions. Countable towers include straight towers, corner towers, terminal towers and divergent towers. The software has no limit on the number of circuits and hanging points, and does not limit the voltage level. It can design anything from 3 to 3 to 3 to 3, and can meet the requirements of large and small hospitals. The calculation time is only seconds, surpassing other load software.
Features of Lily Load Calculation Software
Modularly build new towers, simple and fast.
The tower model is a three-dimensional model, and the calculation results are more accurate.
The wind blocking coefficient of the tower section can be input by the user.
There is no limit to the number of calculated loops.
The wire type and safety factor used in each circuit can be set separately.
It includes the general design tower series of iron towers published by Anshan Tower Factory, the general design tower type of power transmission and transformation projects of the State Grid Corporation, the typical design of the State Grid, the general design of the State Grid, the typical design of the State Grid and its supplement, the typical design of the State Grid Design and supplement, State Grid general design, State Grid typical design and supplement, State Grid general design, State Grid typical design and supplement. The latest tower types of State Grid and China Southern Power Grid can be customized individually. The generated calculation results can be imported directly into the basic design software.
Lily Tower Load Software Calculation Book Load Calculation Book
One design condition (some data omitted)
Tower parameters
Typical meteorological area tower types
Tower type angle type Tower self-weight
Tower corner structure category vertical iron tower
Frontal root opening and front root opening
Terrain category flat ground calling height
Ice area and ice-free area landform category
Calculation parameters
Structural importance coefficient
Correction coefficient of wind pressure height change coefficient
Annual average working conditions participate in the calculation of critical span when calculating tower structure
Vertical/horizontal load distribution coefficient of installation conditions
The angle between the temporary guy wire of the tension-resistant corner tower and the ground plane
The angle between the traction steel rope of the tension-resistant corner tower and the ground plane
This calculation type is basic force calculation
Meteorological conditions
Working conditions Ground wire ice thickness Conductor ice thickness Wind speed temperature
High temperature, low temperature, ice coating, strong wind, installation, annual average, uneven ice, disconnection, long-term load
Wire parameters (wire The angle is the angle between the line and the positive direction of the axis, counterclockwise rotation)
Wire parameters rear lead lead rear lead lead
Wire model, cross-sectional area (^outer diameter, weight (/breaking tension, maximum use tension, Voltage level, number of divisions, height to ground, suspension point height difference, representative gear distance, gear distance, wire angle, temporary guy wire balance tension coefficient, temporary guy wire initial tension coefficient, temporary guy wire balance tension, temporary guy wire initial tension, additional load, Hanging point coordinates, hanging point coordinates, hanging point coordinates
Single-sided vertical gear distance under various working conditions
Wind pressure height variation coefficient
Arrangement of high temperature, low temperature icing and strong wind installation annual average unevenness Uneven ice, ice breakage, long-term load, back ground
Insulator string parameters (the wind force under each working condition has been included in the wind pressure height change coefficient)
Arrangement name back lead front lead back lead front
Model, Number of strings per phase (string self-weight (/phase total weight at high temperature (/phase total weight at low temperature (/phase)) total weight when covered with ice (/phase total weight at strong winds (/phase)) total weight at installation (/phase annual average The total weight of the hour (/Total weight of the phase with uneven ice (/Total weight of the phase with uneven ice) (/Total weight of the phase with line breakage (/Total weight of the phase with long-term load) (/Phase) Windshield area of each phase (^Ice covering Wind force, wind force during strong wind, wind force during installation, wind force during uneven ice, wind force during uneven ice, wind force under long-term load
2 wire mechanical parameters
Wire parameters rear lead lead lead lead lead
Wire model, high temperature(/low temperature(/, icing(/strong wind(/installation(/annual average(/uneven ice(/uneven ice(/broken wire(/long-term load(/icing(/strong wind(/ Installation(/Uneven Ice(/Uneven Ice(/Long-Term Load(/High Temperature Tension, Low Temperature Tension, Ice Covering Tension, High Wind Tension, Installation Tension, Annual Average Tension, Uneven Ice Tension, Uneven Ice Tension, Breakage Tension , long-term load tension, wire break tension coefficient, maximum operating tension
Concentrated load of three lines (unit)
Description of wire number standard value design value hanging point height
Condition combination name High temperature, no wind
br/> Condition combination name ice covering, degree of wind
Condition combination name ice covering, degree of wind
Back ground standard value (design value (hanging point (ground) height)
Front ground standard value ( Design value (hanging point (ground) height
Back ground standard value (design value (hanging point (ground) height
Front ground standard value (design value (hanging point (ground) height)
Back Leading standard value (design value (hanging point (return) height)
Leading standard value (design value (hanging point (return) height)
Condition combination name icing, degree of wind
Condition combination name gale , degree of wind
The name of the combination of conditions is strong wind, degree of wind
The name of the combination of conditions is annual average, calm
The name of the combination of conditions is disconnected, the situation before the interruption
The name of the combination of conditions is disconnected, the name of the combination is disconnected Leading lead
Condition combination name Long-term load, degree wind
Condition combination name Long-term load, degree wind
Condition combination name Uneven ice, rear ice coverage rate
Condition combination name Not Uniform ice, front side ice coverage rate
Condition combination name installation, front side anchor tower combination
Condition combination name installation, front side anchor tower combination
Condition combination name installation, front side anchor tower combination
Condition combination name installation, rear operation tower combination
Condition combination name installation, rear operation tower combination
Four tower body wind loads (units) under each operating condition
Components Calculate surface area, wind shield coefficient, action point, high wind vibration coefficient, body shape coefficient, wind pressure coefficient, projected area
Five basic forces (force unit, moment unit, combined type, different legs)
Standard value of tower foot force
Tower Design value of force on foot
Six basic forces (unit of force and moment unit combined type: two tension and two pressure
Standard value of force on tower foot
Name of working condition of tower foot classification
Leg strong wind , degree of wind
Leg of strong wind, degree of wind
Tower foot force design value
Tower foot classification working condition name Leg of strong wind, degree of wind
Leg of strong wind, degree of wind