1.塔呼高可以有小数。
This commit is contained in:
n3040
parent
0dc1f3e153
commit
2c0c013b73
249
PWFile.py
249
PWFile.py
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@ -1,3 +1,4 @@
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import math
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import os.path
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from collections import OrderedDict
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import re
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@ -20,14 +21,14 @@ class SEntry:
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tower_height: float = 0
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tower_type: str = ""
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mileage_in_s: int = 0
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back_k: float = 0
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forth_k: float = 0
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back_k: float = 0 # 杆塔后侧的k值
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forth_k: float = 0 # 杆塔前侧的k值
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altitude_off: float = 0 # 中心桩高差
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foundation_low: float = 0 # 基降
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fitting: str = "" # 金具
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is_tension_tower: bool = False
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back_representive_span: float = 0 # 代表档距
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forth_representive_span: float = 0 # 代表档距
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is_tension_tower: bool = False # 是否为耐张塔
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back_representive_span: float = 0 # 后侧代表档距
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forth_representive_span: float = 0 # 前侧代表档距
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class SFile:
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@ -65,7 +66,7 @@ class SFile:
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tower_dic[tower_name].forth_k = new_k # 更新耐张塔前侧k值。
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tower_dic[
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tower_name
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].forth_representive_span = new_reprtv_span # 更新耐张塔前侧k值。
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].forth_representive_span = new_reprtv_span # 更新耐张塔前侧代表档距。
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last_k = tower_dic[tower_name].forth_k
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last_reprtv_span = tower_dic[tower_name].forth_representive_span
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continue
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@ -91,7 +92,7 @@ class SFile:
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@define
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class Fitting:
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class Fitting: # 金具
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fitting_length_dic = {}
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def __init__(self, fitting_file_path):
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@ -140,7 +141,7 @@ def deduce_fit_db_from_cad_path(cad_file_path):
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return os.path.join(dwg_file_name[0], "Fit.db")
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def curve_fun(x, span, k, gaocha):
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def curve_fun(x, span, k, gaocha): # 弧垂公式
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return x * gaocha / span - x * (span - x) * k
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@ -250,102 +251,104 @@ class StringImpactPlate:
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stringImpactExcel = StringImpactExcel()
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sleep(1)
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draw_first_tower_key = tower_key_list[draw_tower_index[0]]
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first_tower_info = tower_dict[draw_first_tower_key]
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first_tower_info: SEntry = tower_dict[draw_first_tower_key]
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forth_reprtv_span = first_tower_info.forth_representive_span
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continouse_sheet.range("B69").value = forth_reprtv_span
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high_temperature_tension = continouse_sheet.range("L69").value
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forth_tower_info: SEntry = tower_dict[tower_key_list[draw_tower_index[0] + 1]]
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if forth_tower_info.is_tension_tower:
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forth_tower_fitting_length = 0
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else:
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forth_tower_fitting_length = fitting.fitting_length_dic[
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forth_tower_info.fitting
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]
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gaocha_of_first_tower = (
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(
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forth_tower_info.tower_height
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- forth_tower_info.foundation_low
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- forth_tower_fitting_length
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if first_tower_info.is_tension_tower:
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forth_tower_info: SEntry = tower_dict[tower_key_list[draw_tower_index[0] + 1]]
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if forth_tower_info.is_tension_tower:
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forth_tower_fitting_length = 0
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else:
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forth_tower_fitting_length = fitting.fitting_length_dic[
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forth_tower_info.fitting
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]
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gaocha_of_first_tower = (
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(
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forth_tower_info.tower_height
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- forth_tower_info.foundation_low
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- forth_tower_fitting_length
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)
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- (first_tower_info.tower_height - first_tower_info.foundation_low)
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+ forth_tower_info.altitude_off
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)
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- (first_tower_info.tower_height - first_tower_info.foundation_low)
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+ forth_tower_info.altitude_off
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)
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span_of_first_tower = (
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forth_tower_info.mileage_in_s - first_tower_info.mileage_in_s
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)
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(x, y) = stringImpactExcel.read(
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wb_string_impact,
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gaocha_of_first_tower,
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span_of_first_tower,
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high_temperature_tension,
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)
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# TODO: 没有考虑断面中间有耐张塔的情况
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plot_x = (plate_origin[0] + x / 5).reshape(len(x), 1)
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plot_y = (
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plate_origin[1]
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+ (first_tower_info.tower_height - first_tower_info.foundation_low + y) * 2
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).reshape(len(x), 1)
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self._plot(cad, plot_x, plot_y)
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# 记录
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record = StringImpactExcelRecord()
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record.from_tower_name = first_tower_info.tower_name
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record.fo_tower_name = forth_tower_info.tower_name
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record.span = span_of_first_tower
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record.representive_span = first_tower_info.forth_representive_span
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record.gaocha = gaocha_of_first_tower
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record.tension = high_temperature_tension
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self.excel_record_list.append(record)
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span_of_first_tower = (
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forth_tower_info.mileage_in_s - first_tower_info.mileage_in_s
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)
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(x, y) = stringImpactExcel.read(
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wb_string_impact,
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gaocha_of_first_tower,
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span_of_first_tower,
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high_temperature_tension,
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)
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# TODO: 没有考虑断面中间有耐张塔的情况
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plot_x = (plate_origin[0] + x / 5).reshape(len(x), 1)
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plot_y = (
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plate_origin[1]
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+ (first_tower_info.tower_height - first_tower_info.foundation_low + y) * 2
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).reshape(len(x), 1)
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self._plot(cad, plot_x, plot_y)
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# 记录
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record = StringImpactExcelRecord()
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record.from_tower_name = first_tower_info.tower_name
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record.fo_tower_name = forth_tower_info.tower_name
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record.span = span_of_first_tower
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record.representive_span = first_tower_info.forth_representive_span
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record.gaocha = gaocha_of_first_tower
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record.tension = high_temperature_tension
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self.excel_record_list.append(record)
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# 画右侧耐张塔的弧垂
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draw_last_tower_key = tower_key_list[draw_tower_index[-1]]
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last_tower_info = tower_dict[draw_last_tower_key] # 最后一个塔位
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back_reprtv_span = last_tower_info.back_representive_span
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back_tower_info: SEntry = tower_dict[tower_key_list[draw_tower_index[-1] - 1]]
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if back_tower_info.is_tension_tower:
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back_tower_fitting_length = 0
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else:
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back_tower_fitting_length = fitting.fitting_length_dic[
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back_tower_info.fitting
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]
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gaocha_of_last_tower = (
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(
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back_tower_info.tower_height
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- back_tower_info.foundation_low
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- back_tower_fitting_length
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last_tower_info:SEntry = tower_dict[draw_last_tower_key] # 最后一个塔位
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if last_tower_info.is_tension_tower:
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back_reprtv_span = last_tower_info.back_representive_span
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back_tower_info: SEntry = tower_dict[tower_key_list[draw_tower_index[-1] - 1]]
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if back_tower_info.is_tension_tower:
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back_tower_fitting_length = 0
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else:
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back_tower_fitting_length = fitting.fitting_length_dic[
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back_tower_info.fitting
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]
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gaocha_of_last_tower = (
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(
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back_tower_info.tower_height
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- back_tower_info.foundation_low
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- back_tower_fitting_length
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)
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- (last_tower_info.tower_height - last_tower_info.foundation_low)
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- last_tower_info.altitude_off
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)
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- (last_tower_info.tower_height - last_tower_info.foundation_low)
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- last_tower_info.altitude_off
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)
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span_of_last_tower = last_tower_info.mileage_in_s - back_tower_info.mileage_in_s
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(x, y) = stringImpactExcel.read(
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wb_string_impact,
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gaocha_of_last_tower,
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span_of_last_tower,
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high_temperature_tension,
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)
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plot_last_tower_x = (
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plate_origin[0]
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+ (
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tower_dict[tower_key_list[draw_tower_index[-1]]].mileage_in_s
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- tower_dict[tower_key_list[draw_tower_index[0]]].mileage_in_s
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span_of_last_tower = last_tower_info.mileage_in_s - back_tower_info.mileage_in_s
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(x, y) = stringImpactExcel.read(
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wb_string_impact,
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gaocha_of_last_tower,
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span_of_last_tower,
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high_temperature_tension,
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)
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/ 5
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- x / 5 # 从右往左画
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).reshape(len(x), 1)
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accumulate_altitude_off = np.sum(
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[
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tower_dict[tower_key_list[bar]].altitude_off
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for bar in range(draw_tower_index[0] + 1, draw_tower_index[-1] + 1)
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]
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)
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plot_last_tower_y = (
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plate_origin[1]
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+ accumulate_altitude_off * 2
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+ (last_tower_info.tower_height - last_tower_info.foundation_low + y) * 2
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).reshape(len(x), 1)
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plot_last_tower_vector = np2d_to_array(
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np.hstack((plot_last_tower_x, plot_last_tower_y))
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)
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self._plot(cad, plot_last_tower_x, plot_last_tower_y)
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plot_last_tower_x = (
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plate_origin[0]
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+ (
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tower_dict[tower_key_list[draw_tower_index[-1]]].mileage_in_s
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- tower_dict[tower_key_list[draw_tower_index[0]]].mileage_in_s
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)
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/ 5
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- x / 5 # 从右往左画
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).reshape(len(x), 1)
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accumulate_altitude_off = np.sum(
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[
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tower_dict[tower_key_list[bar]].altitude_off
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for bar in range(draw_tower_index[0] + 1, draw_tower_index[-1] + 1)
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]
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)
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plot_last_tower_y = (
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plate_origin[1]
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+ accumulate_altitude_off * 2
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+ (last_tower_info.tower_height - last_tower_info.foundation_low + y) * 2
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).reshape(len(x), 1)
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plot_last_tower_vector = np2d_to_array(
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np.hstack((plot_last_tower_x, plot_last_tower_y))
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)
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self._plot(cad, plot_last_tower_x, plot_last_tower_y)
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def draw(self):
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if self._cad:
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@ -376,7 +379,7 @@ class ContinuousPlate:
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s_file.open(s_file_path)
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dwg_file_path = self._dwg_file_path
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with Apyautocad(
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create_if_not_exists=True, visible=False, auto_close=False
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create_if_not_exists=True, visible=True, auto_close=False
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) as cad:
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self.cad = cad
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doc = cad.app.Documents.Open(dwg_file_path)
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@ -409,6 +412,14 @@ class ContinuousPlate:
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continue
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if not last_tower_info:
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last_tower_info = tower_info
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if draw_count > draw_count_limit - 1:
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break
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foundation_low = tower_info.foundation_low
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accu_mileage = (
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accu_mileage
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+ tower_info.mileage_in_s
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- last_tower_info.mileage_in_s
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)
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if draw_count == draw_count_limit - 1:
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# 画代表档距
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representive_span_text = f"{tower_info.back_representive_span:.0f}"
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@ -424,15 +435,7 @@ class ContinuousPlate:
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added_representive_span_text,
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ColorEnume.representive_span_text_color_rgb,
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)
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if draw_count > draw_count_limit - 1:
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break
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foundation_low = tower_info.foundation_low
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accu_mileage = (
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accu_mileage
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+ tower_info.mileage_in_s
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- last_tower_info.mileage_in_s
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)
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if is_first_tower:
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if is_first_tower: # 是否是开始画的第一个塔。
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accu_altitude_off = 0
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else:
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accu_altitude_off = (
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@ -452,12 +455,21 @@ class ContinuousPlate:
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)
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)
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tower_height = tower_info.tower_height
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np_tower_end = first_tower_point + np.array(
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[
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accu_mileage / 5,
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(accu_altitude_off + tower_height - foundation_low) * 2,
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]
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)
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if tower_info.is_tension_tower:
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np_tower_end = first_tower_point + np.array(
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[
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accu_mileage / 5,
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(accu_altitude_off + tower_height - foundation_low) * 2,
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]
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)
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else:
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np_tower_end = first_tower_point + np.array(
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[
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accu_mileage / 5,
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(accu_altitude_off + tower_height - foundation_low-fitting_length_dict[tower_info.fitting]+3) * 2,
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]
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)#直线塔杆高只比悬垂挂点高3米
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tower_end = APoint(*np_tower_end.tolist())
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# 画杆高
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cad.model.AddLine(tower_start, tower_end)
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@ -467,8 +479,12 @@ class ContinuousPlate:
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APoint(*(np_tower_end + np.array([-5, 13])).tolist()),
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5,
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)
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if abs(math.floor(tower_info.tower_height)-tower_info.tower_height)<0.1:#考虑了半米呼高的情况
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draw_tower_height_str=f'{tower_info.tower_height:.0f}'
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else:
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draw_tower_height_str = f'{tower_info.tower_height:.1f}'
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cad.model.AddText(
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f"{tower_info.tower_type}-{tower_info.tower_height}",
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f"{tower_info.tower_type}-{draw_tower_height_str}",
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APoint(*(np_tower_end + np.array([-5, 5])).tolist()),
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5,
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)
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@ -623,5 +639,12 @@ class ControlFile:
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string_impact_plate.draw()
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cad = continousePlate.cad
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cad.doc.SaveAs(self.get_zt_dwg_file_path())
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# # 画完后再打开
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# cad = None
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# continousePlate = None
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# with Apyautocad(
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# create_if_not_exists=True, visible=True, auto_close=False
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# ) as cad:
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# cad.app.Documents.Open(self.get_zt_dwg_file_path())
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if self._close_cad_document:
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cad.doc.Close(False)
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4
gui.py
4
gui.py
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@ -42,12 +42,12 @@ class MainWindow(QMainWindow, Ui_mainWindow):
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self.statusBar().showMessage(
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f"{datetime.datetime.now()} Finished.", 8000
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)
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QMessageBox.information(self, "提示", "断面图已生成。")
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file_info = QFileInfo(z_control_file_path)
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self._setting.setValue(
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"last_working_directory", file_info.absoluteDir().absolutePath()
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)
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zfile_name = file_info.baseName()
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QMessageBox.information(self, "提示", zfile_name + "断面图已生成。")
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def _cBCloseCadDocClicked(self):
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self._setting.setValue("close_cad", self.cBCloseCadDoc.isChecked())
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