1.完成了画双侧耐张串下压后弧垂的功能。
This commit is contained in:
parent
0555479ab4
commit
a5a4e412ec
184
main.py
184
main.py
|
|
@ -1,6 +1,6 @@
|
|||
from tkinter.messagebox import NO
|
||||
import xlwings as xw
|
||||
from PWFile import SFile, Fitting,ColorEnume
|
||||
from PWFile import SFile, Fitting, ColorEnume
|
||||
from Apyautocad import Apyautocad, APoint
|
||||
import os
|
||||
import re
|
||||
|
|
@ -58,9 +58,11 @@ class StringImpactExcel:
|
|||
# print(sheet.range("V25:V46").value)
|
||||
x = np.linspace(string_length, span, int(span / 5), endpoint=True)
|
||||
x[0] = sheet.range("E23").value
|
||||
x[1]=sheet.range("E24").value
|
||||
x[1] = sheet.range("E24").value
|
||||
sheet.range(f"E25:E{25+len(x)-3}").value = x[2:].reshape(len(x[2:]), 1)
|
||||
y = np.array(sheet.range(f"V23:V{23+len(x)-1}").value)/2#表格是乘以了2的,为了和x保持一致,没有乘比例。
|
||||
y = (
|
||||
np.array(sheet.range(f"V23:V{23+len(x)-1}").value) / 2
|
||||
) # 表格是乘以了2的,为了和x保持一致,没有乘比例。
|
||||
return (x, y)
|
||||
|
||||
|
||||
|
|
@ -74,24 +76,50 @@ def set_true_color(object, r, g, b):
|
|||
class StringImpactPlate:
|
||||
_dwg_file_path: str
|
||||
_s_file_path: str
|
||||
_draw_tower_name: List[str]
|
||||
_draw_start_tower_name: str
|
||||
# _tension_section:int#耐张段数量
|
||||
_continouse_tension_excel: str
|
||||
_string_impact_curve_excel: str
|
||||
|
||||
def _find_target_towe_index(self, tower_name_list: List[str]):
|
||||
def _find_target_tower_index(self, start_tower_name: str, tower_dict):
|
||||
index = []
|
||||
for foo in self._draw_tower_name:
|
||||
index.append(tower_name_list.index(foo))
|
||||
tower_key_list = list(tower_dict.keys())
|
||||
index.append(tower_key_list.index(start_tower_name))
|
||||
can_start_find = False
|
||||
for tower_key in tower_key_list:
|
||||
# index.append(start_tower_name.index(foo))
|
||||
tower_info = tower_dict[tower_key]
|
||||
if tower_info.tower_name == start_tower_name:
|
||||
can_start_find = True
|
||||
continue
|
||||
if can_start_find and tower_info.is_tension_tower == True:
|
||||
found_tower_name = tower_info.tower_name
|
||||
index.append(tower_key_list.index(found_tower_name))
|
||||
break
|
||||
return index
|
||||
|
||||
def _plot(self, cad,plot_x,plot_y):
|
||||
plot_vector = np2d_to_array(np.hstack((plot_x, plot_y)))
|
||||
added_curve = cad.model.AddPolyLine(plot_vector)
|
||||
set_true_color(added_curve, *ColorEnume.wire_color_rgb)
|
||||
plot_ground_y = plot_y - 18 * 2
|
||||
plot_ground_vector = np2d_to_array(np.hstack((plot_x, plot_ground_y)))
|
||||
added_ground_curve = cad.model.AddPolyLine(plot_ground_vector)
|
||||
set_true_color(added_ground_curve, *ColorEnume.ground_color_rgb)
|
||||
plot_tree_y = plot_y - 13.5 * 2
|
||||
plot_tree_vector = np2d_to_array(np.hstack((plot_x, plot_tree_y)))
|
||||
added_tree_curve = cad.model.AddPolyLine(plot_tree_vector)
|
||||
set_true_color(added_tree_curve, *ColorEnume.tree_color_rgb)
|
||||
|
||||
def draw(self):
|
||||
# 计算代表档距
|
||||
s_file = SFile()
|
||||
s_file.open(self._s_file_path)
|
||||
tower_dict = s_file.tower_dic
|
||||
tower_key_list = list(tower_dict.keys())
|
||||
draw_tower_index = self._find_target_towe_index(tower_key_list)
|
||||
draw_tower_index = self._find_target_tower_index(
|
||||
self._draw_start_tower_name, tower_dict
|
||||
)
|
||||
fitting_file_path = deduce_fit_db_from_cad_path(self._dwg_file_path)
|
||||
fitting = Fitting(fitting_file_path)
|
||||
z_file_path = deduce_zfile_from_cad_path(self._dwg_file_path)
|
||||
|
|
@ -107,55 +135,90 @@ class StringImpactPlate:
|
|||
stringImpactExcel = StringImpactExcel()
|
||||
cad.app.Documents.Open(self._dwg_file_path)
|
||||
sleep(1)
|
||||
for draw_tower_foo in draw_tower_index:
|
||||
draw_tower_key = tower_key_list[draw_tower_foo]
|
||||
tower_info = tower_dict[draw_tower_key]
|
||||
forth_reprtv_span = tower_info.forth_representive_span
|
||||
continouse_sheet.range("B69").value = forth_reprtv_span
|
||||
high_temperature_tension = continouse_sheet.range("L69").value
|
||||
forth_tower_info = tower_dict[tower_key_list[draw_tower_foo + 1]]
|
||||
gaocha = (
|
||||
(
|
||||
forth_tower_info.tower_height
|
||||
- forth_tower_info.foundation_low
|
||||
- fitting.fitting_length_dic[forth_tower_info.fitting]
|
||||
)
|
||||
- (
|
||||
tower_info.tower_height
|
||||
- tower_info.foundation_low
|
||||
- fitting.fitting_length_dic[tower_info.fitting]
|
||||
)
|
||||
+ forth_tower_info.altitude_off
|
||||
draw_first_tower_key = tower_key_list[draw_tower_index[0]]
|
||||
first_tower_info = tower_dict[draw_first_tower_key]
|
||||
forth_reprtv_span = first_tower_info.forth_representive_span
|
||||
continouse_sheet.range("B69").value = forth_reprtv_span
|
||||
high_temperature_tension = continouse_sheet.range("L69").value
|
||||
forth_tower_info = tower_dict[tower_key_list[draw_tower_index[0] + 1]]
|
||||
gaocha_of_first_tower = (
|
||||
(
|
||||
forth_tower_info.tower_height
|
||||
- forth_tower_info.foundation_low
|
||||
- fitting.fitting_length_dic[forth_tower_info.fitting]
|
||||
)
|
||||
span = forth_tower_info.mileage_in_s - tower_info.mileage_in_s
|
||||
(x, y) = stringImpactExcel.read(
|
||||
wb_string_impact, gaocha, span, high_temperature_tension
|
||||
- (
|
||||
first_tower_info.tower_height
|
||||
- first_tower_info.foundation_low
|
||||
)
|
||||
# TODO: 计算累计里程和高差
|
||||
plot_x = (plate_origin[0] + x / 5).reshape(len(x), 1)
|
||||
plot_y = (plate_origin[1] + (tower_info.tower_height-tower_info.foundation_low+ y)*2 ).reshape(len(x), 1)
|
||||
plot_vector = np2d_to_array(np.hstack((plot_x, plot_y)))
|
||||
added_curve=cad.model.AddPolyLine(plot_vector)
|
||||
set_true_color(added_curve,*ColorEnume.wire_color_rgb)
|
||||
plot_ground_y=plot_y-18*2
|
||||
plot_ground_vector=np2d_to_array(np.hstack((plot_x, plot_ground_y)))
|
||||
added_ground_curve = cad.model.AddPolyLine(plot_ground_vector)
|
||||
set_true_color(added_ground_curve, *ColorEnume.ground_color_rgb)
|
||||
plot_tree_y = plot_y - 13.5 * 2
|
||||
plot_tree_vector = np2d_to_array(np.hstack((plot_x, plot_tree_y)))
|
||||
added_tree_curve = cad.model.AddPolyLine(plot_tree_vector)
|
||||
set_true_color(added_tree_curve, *ColorEnume.tree_color_rgb)
|
||||
pass
|
||||
|
||||
# can_start=False
|
||||
# tower_dict_iterator=iter(list(tower_dict.keys()))
|
||||
# for tower_info_key in tower_dict_iterator:
|
||||
# tower_info=tower_dict[tower_info_key]
|
||||
# if tower_info.tower_name==self._draw_tower_name:
|
||||
# if tower_info.is_tension_tower==False:
|
||||
# raise Exception('耐张段影响弧垂第1基塔不是耐张塔!')
|
||||
# can_start=True
|
||||
# if can_start:
|
||||
+ forth_tower_info.altitude_off
|
||||
)
|
||||
span_of_first_tower = (
|
||||
forth_tower_info.mileage_in_s - first_tower_info.mileage_in_s
|
||||
)
|
||||
(x, y) = stringImpactExcel.read(
|
||||
wb_string_impact,
|
||||
gaocha_of_first_tower,
|
||||
span_of_first_tower,
|
||||
high_temperature_tension,
|
||||
)
|
||||
# TODO: 没有考虑断面中间有耐张塔的情况
|
||||
plot_x = (plate_origin[0] + x / 5).reshape(len(x), 1)
|
||||
plot_y = (
|
||||
plate_origin[1]
|
||||
+ (first_tower_info.tower_height - first_tower_info.foundation_low + y)
|
||||
* 2
|
||||
).reshape(len(x), 1)
|
||||
self._plot(cad,plot_x,plot_y)
|
||||
# 画右侧耐张塔的弧垂
|
||||
draw_last_tower_key = tower_key_list[draw_tower_index[-1]]
|
||||
last_tower_info = tower_dict[draw_last_tower_key]
|
||||
back_reprtv_span = last_tower_info.back_representive_span
|
||||
back_tower_info = tower_dict[tower_key_list[draw_tower_index[-1] - 1]]
|
||||
gaocha_of_last_tower = (
|
||||
(
|
||||
back_tower_info.tower_height
|
||||
- back_tower_info.foundation_low
|
||||
- fitting.fitting_length_dic[back_tower_info.fitting]
|
||||
)
|
||||
- (
|
||||
last_tower_info.tower_height
|
||||
- last_tower_info.foundation_low
|
||||
)
|
||||
- last_tower_info.altitude_off
|
||||
)
|
||||
span_of_last_tower = (
|
||||
last_tower_info.mileage_in_s - back_tower_info.mileage_in_s
|
||||
)
|
||||
(x, y) = stringImpactExcel.read(
|
||||
wb_string_impact,
|
||||
gaocha_of_last_tower,
|
||||
span_of_last_tower,
|
||||
high_temperature_tension,
|
||||
)
|
||||
plot_last_tower_x = (
|
||||
plate_origin[0]
|
||||
+ (
|
||||
tower_dict[tower_key_list[draw_tower_index[-1]]].mileage_in_s
|
||||
- tower_dict[tower_key_list[draw_tower_index[0]]].mileage_in_s
|
||||
)
|
||||
/ 5
|
||||
- x / 5#从右往左画
|
||||
).reshape(len(x), 1)
|
||||
accumulate_altitude_off = np.sum(
|
||||
[
|
||||
tower_dict[tower_key_list[bar]].altitude_off
|
||||
for bar in range(draw_tower_index[0] + 1, draw_tower_index[-1] + 1)
|
||||
]
|
||||
)
|
||||
plot_last_tower_y = (
|
||||
plate_origin[1]
|
||||
+ accumulate_altitude_off * 2
|
||||
+ (last_tower_info.tower_height - last_tower_info.foundation_low + y)
|
||||
* 2
|
||||
).reshape(len(x), 1)
|
||||
plot_last_tower_vector=np2d_to_array(np.hstack((plot_last_tower_x, plot_last_tower_y)))
|
||||
self._plot(cad,plot_last_tower_x,plot_last_tower_y)
|
||||
|
||||
|
||||
@define
|
||||
|
|
@ -169,16 +232,7 @@ class ContinuousPlate:
|
|||
s_file = SFile()
|
||||
s_file_path = self._s_file_path
|
||||
s_file.open(s_file_path)
|
||||
# with xw.App(visible=False) as app:
|
||||
# wb_string_impact = app.books.open("特高压耐张串影响弧垂计算(送电室2018人员版)1122-1218.xls")
|
||||
# stringImpactExcel = StringImpactExcel()
|
||||
# stringImpactExcel.read(wb_string_impact)
|
||||
dwg_file_path = self._dwg_file_path
|
||||
# with xw.App(visible=False) as app:
|
||||
# wb = app.books.open('张力计算(临界档距公式法V20090602)-送电室版).xls')
|
||||
# sheet = wb.sheets['2710导线-单回1250-70']
|
||||
# sheet.range('B69').value=120
|
||||
# print(sheet.range('L69').value)
|
||||
with Apyautocad(
|
||||
create_if_not_exists=True, visible=False, auto_close=False
|
||||
) as cad:
|
||||
|
|
@ -468,7 +522,7 @@ def main():
|
|||
string_impact_plate = StringImpactPlate(
|
||||
r"d:\工程\金上线\排位\定位完排位\PW.0706\J33-J49\033A.dwg",
|
||||
r"d:\工程\金上线\排位\定位完排位\PW.0706\J33-J49\S033.DAT",
|
||||
["N3339"],
|
||||
"N3339",
|
||||
"",
|
||||
"",
|
||||
)
|
||||
|
|
|
|||
Loading…
Reference in New Issue