1.杆塔换成了青色。
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n3040
parent
2c0c013b73
commit
64973f9df5
92
PWFile.py
92
PWFile.py
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@ -4,8 +4,6 @@ from collections import OrderedDict
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import re
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import attrs
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import pandas as pd
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from attrs import define
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from tkinter.messagebox import NO
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import xlwings as xw
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from Apyautocad import Apyautocad, APoint
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import os
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@ -51,7 +49,7 @@ class SFile:
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if "首端转角号" in norm_line:
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new_k = float(norm_line.split(":")[-1].replace("E", "e")) # 模板系数
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new_reprtv_span = float(
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re.findall("代表档距 : (\d+) 模板系数", norm_line)[0]
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re.findall(r"代表档距 : {2}(\d+) {3}模板系数", norm_line)[0]
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) # 代表档距
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continue
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if "塔号" in norm_line:
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@ -59,7 +57,7 @@ class SFile:
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if last_tower_name != "":
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tower_dic[last_tower_name].is_tension_tower = True
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continue
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norm_entry = re.sub("\s+", ",", norm_line)
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norm_entry = re.sub(r"\s+", ",", norm_line)
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sep_entry = norm_entry.split(",")
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tower_name = sep_entry[0]
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if tower_name in tower_dic:
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@ -256,7 +254,9 @@ class StringImpactPlate:
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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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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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forth_tower_info: SEntry = tower_dict[
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tower_key_list[draw_tower_index[0] + 1]
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]
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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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@ -285,7 +285,8 @@ class StringImpactPlate:
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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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+ (first_tower_info.tower_height - first_tower_info.foundation_low + y)
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* 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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@ -299,10 +300,12 @@ class StringImpactPlate:
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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:SEntry = tower_dict[draw_last_tower_key] # 最后一个塔位
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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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back_tower_info: SEntry = tower_dict[
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tower_key_list[draw_tower_index[-1] - 1]
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]
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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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@ -318,7 +321,9 @@ class StringImpactPlate:
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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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span_of_last_tower = (
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last_tower_info.mileage_in_s - back_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_last_tower,
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@ -343,7 +348,8 @@ class StringImpactPlate:
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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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+ (last_tower_info.tower_height - last_tower_info.foundation_low + y)
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* 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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@ -422,17 +428,17 @@ class ContinuousPlate:
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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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representive_span_text_point = np.array(
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represented_span_text = f"{tower_info.back_representive_span:.0f}"
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represented_span_text_point = np.array(
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[(accu_mileage / 2) / 5 + 50, 1]
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)
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added_representive_span_text = cad.model.AddText(
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representive_span_text,
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APoint(*representive_span_text_point.tolist()),
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added_represented_span_text = cad.model.AddText(
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represented_span_text,
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APoint(*represented_span_text_point.tolist()),
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3,
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)
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set_true_color(
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added_representive_span_text,
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added_represented_span_text,
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ColorEnume.representive_span_text_color_rgb,
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)
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if is_first_tower: # 是否是开始画的第一个塔。
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@ -441,18 +447,11 @@ class ContinuousPlate:
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accu_altitude_off = (
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accu_altitude_off + tower_info.altitude_off
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) # 中心桩高程
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tower_start = APoint(
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*(
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(
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first_tower_point
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+ np.array(
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[
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accu_mileage / 5,
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(accu_altitude_off - foundation_low) * 2,
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]
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)
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).tolist()
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)
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np_tower_start = first_tower_point + np.array(
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[
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accu_mileage / 5,
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(accu_altitude_off - foundation_low) * 2,
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]
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)
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tower_height = tower_info.tower_height
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if tower_info.is_tension_tower:
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@ -466,23 +465,35 @@ class ContinuousPlate:
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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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accu_altitude_off
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+ tower_height
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- foundation_low
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- fitting_length_dict[tower_info.fitting]
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+ 3
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)
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* 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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) # 直线塔杆高只比悬垂挂点高3米
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# 画杆高
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cad.model.AddLine(tower_start, tower_end)
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tower_pole = cad.model.AddPolyLine(
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np2d_to_array(np.vstack((np_tower_start, np_tower_end)))
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)
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tower_pole.SetWidth(0, 0.8, 0.8)
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set_true_color(tower_pole, 0, 255, 255)
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# 画塔名和呼高
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cad.model.AddText(
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f"{tower_info.tower_name}",
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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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if (
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abs(math.floor(tower_info.tower_height) - tower_info.tower_height)
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< 0.1
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): # 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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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}-{draw_tower_height_str}",
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APoint(*(np_tower_end + np.array([-5, 5])).tolist()),
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@ -581,19 +592,20 @@ class ContinuousPlate:
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def saveAs(self, save_to):
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cad = self.cad
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doc = cad.doc
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doc.SaveAs(save_to)
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@define
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class ControlFile:
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_z_excel_file_path: bool = attrs.field(init=True, kw_only=False)
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_z_excel_file_path: str = attrs.field(init=True, kw_only=False)
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_z_file_path: str = ""
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_dwg_file_path: str = ""
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_from_tower_name: str = ""
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_end_tower_name: str = ""
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_consider_string_weight: bool = False
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_excel_string_weight_path: str = ""
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_excel_continouse_path: str = ""
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_excel_continuous_path: str = ""
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_s_file_path: str = ""
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_dir_prefix: str = ""
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_z_file_name: str = ""
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@ -612,7 +624,7 @@ class ControlFile:
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if pf_dict["是否考虑耐张串影响"] == "是":
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self._consider_string_weight = True
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self._excel_string_weight_path = pf_dict["计算耐张串影响用表格"]
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self._excel_continouse_path = pf_dict["计算连续档用表格"]
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self._excel_continuous_path = pf_dict["计算连续档用表格"]
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self._z_file_path = os.path.join(dir_prefix, pf_dict["Z文件"])
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self._dwg_file_path = os.path.join(dir_prefix, pf_dict["DWG文件"])
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self._s_file_path = os.path.join(dir_prefix, pf_dict["S文件"])
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@ -632,7 +644,7 @@ class ControlFile:
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self._dwg_file_path,
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self._s_file_path,
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self._from_tower_name,
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self._excel_continouse_path,
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self._excel_continuous_path,
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self._excel_string_weight_path,
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continousePlate.cad,
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)
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