def create_long_steel(self):
steel_list = []
if self.AnchorBend:
fst_shape = self.shape_longitudinal_steel(self.FirstDia,
self.Length,
self.AnchorBendLength,
self.AnchorBend)
else:
fst_shape = self.shape_longitudinal_steel(self.FirstDia,
self.Length,
self.AnchorLength)
cover = self.ConcreteCover + self.FirstDia / 2 + self.StirDiameter
fst_point_f = AllplanGeo.Point3D(0, 0, cover)
fst_point_t = AllplanGeo.Point3D(0, self.Width, cover)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_count(
0, fst_shape, fst_point_f, fst_point_t, cover, cover,
self.FirstNum))
other_shape = self.shape_longitudinal_steel(
self.OtherDia, self.Length, -self.SlotLength - self.OtherHeadCover)
distance = 0
for num in range(self.LongBarLines - 1):
distance += self.BarDistance
oth_point_f = AllplanGeo.Point3D(0, 0, cover + distance)
oth_point_t = AllplanGeo.Point3D(0, self.Width, cover + distance)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_count(
0, other_shape, oth_point_f, oth_point_t, cover, cover,
self.FirstNum))
return steel_list
def create_waist_steel(self):
steel_list = []
waist_length = (self.Length - self.CutLength -
2 * self.WaistHeadCover) / 2
waist_shape = self.shape_waist_steel(self.WaistBarDia,
self.WaistHeadCover,
self.CutPosition,
self.CutBarExtend)
m_waist_shape = self.shape_waist_steel(
self.WaistBarDia, self.CutPosition + self.CutLength,
self.Length - self.WaistHeadCover, self.CutBarExtend, True)
cover = self.ConcreteCover + self.StirDiameter
distance = 0
for x in range(self.WaistNum):
point_f = AllplanGeo.Point3D(0, 0, self.WaistPosition + distance)
point_t = AllplanGeo.Point3D(0, self.Width,
self.WaistPosition + distance)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_count(
0, waist_shape, point_f, point_t, cover, cover, 2))
m_point_f = AllplanGeo.Point3D(0, 0, self.WaistPosition + distance)
m_point_t = AllplanGeo.Point3D(0, self.Width,
self.WaistPosition + distance)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_count(
0, m_waist_shape, m_point_f, m_point_t, cover, cover, 2))
distance += self.WaistDistance
return steel_list
def create_stirrup(self):
stirrup_list = []
point_f_1 = AllplanGeo.Point3D(self.SlotLength, 0, 0)
point_t_1 = AllplanGeo.Point3D(self.CutPosition, 0, 0)
#构模
shape_stirrup = self.shape_stirrup() #箍筋
stirrup_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, shape_stirrup, point_f_1, point_t_1, self.HeadCover,
self.EndCover, self.StirDistance, 3))
#判断间距添加箍筋
if self.cut_pos_1 - self.last_pos_1 > self.StirDistance / 2 \
and self.cut_pos_1 - self.last_pos_1 < self.StirDistance + self.StirDiameter:
point_cnt_1 = AllplanGeo.Point3D(
self.last_pos_1 + self.StirDistance / 2, 0, 0)
point_cnt_2 = AllplanGeo.Point3D(self.cut_pos_1, 0, 0)
vec = AllplanGeo.Vector3D(
AllplanGeo.Point3D(0, 0, 0),
AllplanGeo.Point3D(self.StirDistance / 2, 0, 0))
s_shape = AllplanReinf.BendingShape(shape_stirrup)
s_shape.Move(
AllplanGeo.Vector3D(AllplanGeo.Point3D(self.cut_pos_1, 0, 0)))
stirrup_list.append(
AllplanReinf.BarPlacement(0, 1, vec, point_cnt_1, point_cnt_2,
s_shape))
point_f_2 = AllplanGeo.Point3D(self.CutPosition + self.CutLength, 0, 0)
point_t_2 = AllplanGeo.Point3D(self.Length - self.SlotLength, 0, 0)
stirrup_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
1, shape_stirrup, point_t_2, point_f_2, self.HeadCover,
self.EndCover, self.StirDistance, 3))
if self.cut_pos_2 - self.last_pos_2 > self.StirDistance / 2 \
and self.cut_pos_2 - self.last_pos_2 < self.StirDistance + self.StirDiameter:
point_cnt_3 = AllplanGeo.Point3D(self.CutPosition + self.CutLength,
0, 0)
point_cnt_4 = AllplanGeo.Point3D(self.Length - self.SlotLength, 0,
0)
vec = AllplanGeo.Vector3D(
AllplanGeo.Point3D(0, 0, 0),
AllplanGeo.Point3D(self.StirDistance / 2, 0, 0))
s_shape = AllplanReinf.BendingShape(shape_stirrup)
s_shape.Move(
AllplanGeo.Vector3D(
AllplanGeo.Point3D(
self.CutPosition + self.CutLength + self.EndCover, 0,
0)))
stirrup_list.append(
AllplanReinf.BarPlacement(0, 1, vec, point_cnt_3, point_cnt_4,
s_shape))
return stirrup_list
def create_stirrup(self):
stirrup_list = []
#构模
shape_stirrup = self.shape_stirrup(self.StirrupType)
point_f_1 = AllplanGeo.Point3D(0, 0, 0)
point_t_1 = AllplanGeo.Point3D(self.StirDenseRegionLength, 0, 0)
stirrup_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, shape_stirrup, point_f_1, point_t_1, self.StirBothEndLength,
0, self.StirDenseRegionDistance, 3))
point_f_2 = AllplanGeo.Point3D(
self.Length - self.StirDenseRegionLength, 0, 0)
point_t_2 = AllplanGeo.Point3D(self.Length, 0, 0)
stirrup_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, shape_stirrup, point_f_2, point_t_2, 0,
self.StirBothEndLength, self.StirDenseRegionDistance, 2))
point_f = AllplanGeo.Point3D(self.StirDenseRegionLength, 0, 0)
point_t = AllplanGeo.Point3D(self.Length - self.StirDenseRegionLength,
0, 0)
stirrup_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, shape_stirrup, point_f, point_t,
self.StirDenseRegionDistance / 2,
self.StirDenseRegionDistance / 2,
self.StirrupSparseRegionDistance, 3))
if steel_modify(self.Length - 2 * self.StirDenseRegionLength,
self.StirDiameter, self.StirrupSparseRegionDistance,
self.StirDenseRegionDistance / 2,
self.StirDenseRegionDistance / 2):
point_cnt_1 = AllplanGeo.Point3D(self.StirDenseRegionLength, 0, 0)
point_cnt_2 = AllplanGeo.Point3D(self.Length, 0, 0)
vec = AllplanGeo.Vector3D(
AllplanGeo.Point3D(0, 0, 0),
AllplanGeo.Point3D(self.StirrupSparseRegionDistance / 2, 0, 0))
s_shape = AllplanReinf.BendingShape(shape_stirrup)
s_shape.Move(
AllplanGeo.Vector3D(
AllplanGeo.Point3D(
self.Length - self.StirDenseRegionLength, 0, 0)))
stirrup_list.append(
AllplanReinf.BarPlacement(0, 1, vec, point_cnt_1, point_cnt_2,
s_shape))
return stirrup_list
def create_longitudinal_steel(self):
steel_list = []
rebar_prop = {
'diameter': self.VertSteelDia,
'bending_roller': math.pi * 3 * self.VertSteelDia / 40,
'steel_grade': self.VertSteelGrade,
'concrete_grade': self.ConcreteGrade,
'bending_shape_type': AllplanReinf.BendingShapeType.LongitudinalBar
}
cover = ConcreteCoverProperties(0, 0, 0, self.VertBottomCover)
longitudinal = LongitudinalSteel(cover, rebar_prop)
steel_shape = longitudinal.shape_extend_steel(
length=self.Height,
extend=self.VertExtendLength,
extend_side=2,
vertical=True)
point_f_1 = AllplanGeo.Point3D(
0, self.StirFrontCover + self.StirDiameter + self.VertSteelDia, 0)
point_t_1 = AllplanGeo.Point3D(
self.Length,
self.StirFrontCover + self.StirDiameter + self.VertSteelDia, 0)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, steel_shape, point_f_1, point_t_1,
self.StirSideCover + self.StirDiameter + self.VertSteelDia,
self.StirSideCover + self.StirDiameter + self.VertSteelDia,
self.VertDistance, 4))
point_f_2 = AllplanGeo.Point3D(
0, self.Width -
(self.StirFrontCover + self.StirDiameter + self.VertSteelDia), 0)
point_t_2 = AllplanGeo.Point3D(
self.Length, self.Width -
(self.StirFrontCover + self.StirDiameter + self.VertSteelDia), 0)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, steel_shape, point_f_2, point_t_2,
self.StirSideCover + self.StirDiameter + self.VertSteelDia,
self.StirSideCover + self.StirDiameter + self.VertSteelDia,
self.VertDistance, 4))
return steel_list
def create_reinforcement(self, build_ele):
'''
Create the reinforcement element
构造并添加增强构建函数
Args:
build_ele: build_ele.get_parameter_dict()
build_ele: .pyp文件内的 Name标签的参数字典
'''
reinforcement = []
#参数
#-箍筋参数
high_den_distance = build_ele['HighDensityDistance'] #加密区间距
low_den_distance = build_ele['LowDensityDistance'] #非加密区间距
#-箍筋坐标
head_high_den_point_f = AllplanGeo.Point3D(0, 0, 0) #加密区头部起点
head_high_den_point_t = AllplanGeo.Point3D(self.height * 2, 0,
0) #加密区头部终点
tail_high_den_point_f = AllplanGeo.Point3D(
self.length - self.height * 2, 0, 0) #加密区尾部起点
tail_high_den_point_t = AllplanGeo.Point3D(self.length, 0, 0) #加密区尾部终点
low_den_point_f = AllplanGeo.Point3D(self.height * 2, 0, 0) #非加密区起点
low_den_point_t = AllplanGeo.Point3D(self.length - self.height * 2, 0,
0) #非加密区终点
#-底筋参数
bottom_bar_extend = build_ele['BottomBarExtendLength'] #底筋伸出长度
bottom_bar_diameter = build_ele['BottomBarDiameter'] #底筋直径
bottom_bar_cnt = build_ele['BottomBarCount'] #底筋数量
bottom_bar_distance = build_ele['BottomBarDistance'] #底筋间距
stir_concrete_cover = build_ele['StirrupConcreteCover'] #箍筋保护层厚度
stir_diameter = build_ele['StirrupDiameter'] #箍筋直径
#-底筋坐标
bottom_bar_point_f = AllplanGeo.Point3D(
0, stir_concrete_cover + stir_diameter + bottom_bar_diameter / 2,
stir_concrete_cover + stir_diameter +
bottom_bar_diameter / 2) #底筋起点
bottom_bar_point_t = AllplanGeo.Point3D(
0, self.width - stir_concrete_cover - stir_diameter -
bottom_bar_diameter / 2, stir_concrete_cover + stir_diameter +
bottom_bar_diameter / 2) #底筋终点
#-顶筋参数
top_bar_extend = build_ele['TopBarExtendLength'] #顶筋伸出长度
top_bar_diameter = build_ele['TopBarDiameter'] #顶筋直径
top_bar_cnt = build_ele['TopBarCount'] #顶筋数量
top_bar_distance = build_ele['TopBarDistance'] #顶筋间距
#-顶筋坐标
f_top_bar_point_f = AllplanGeo.Point3D(
0, stir_concrete_cover + stir_diameter + bottom_bar_diameter / 2,
stir_concrete_cover + stir_diameter + bottom_bar_diameter / 2 +
200)
f_top_bar_point_t = AllplanGeo.Point3D(
0, stir_concrete_cover + stir_diameter + bottom_bar_diameter / 2,
self.height)
b_top_bar_point_f = AllplanGeo.Point3D(
0, self.width - stir_concrete_cover - stir_diameter -
bottom_bar_diameter / 2, stir_concrete_cover + stir_diameter +
bottom_bar_diameter / 2 + 200)
b_top_bar_point_t = AllplanGeo.Point3D(
0, self.width - stir_concrete_cover - stir_diameter -
bottom_bar_diameter / 2, self.height)
#构模
shape_stirrup = self.shape_stirrup(build_ele) #箍筋
shape_bottom_bar = self.shape_bar(build_ele, bottom_bar_diameter,
bottom_bar_extend) #底筋
shape_top_bar = self.shape_bar(build_ele, top_bar_diameter,
top_bar_extend) #顶筋
#添加箍筋到加密区头部
reinforcement.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, shape_stirrup, head_high_den_point_f, head_high_den_point_t,
0, 0, high_den_distance))
#添加箍筋到加密区尾部
reinforcement.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
1, shape_stirrup, tail_high_den_point_f, tail_high_den_point_t,
0, 0, high_den_distance))
#添加箍筋到非加密区
reinforcement.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
2, shape_stirrup, low_den_point_f, low_den_point_t, 0, 0,
low_den_distance))
#添加底筋到梁底部
reinforcement.append(
LinearBarBuilder.create_linear_bar_placement_from_by_dist_count(
3, shape_bottom_bar, bottom_bar_point_f, bottom_bar_point_t, 0,
bottom_bar_distance, bottom_bar_cnt))
#添加前侧顶筋
reinforcement.append(
LinearBarBuilder.create_linear_bar_placement_from_by_dist_count(
4, shape_top_bar, f_top_bar_point_f, f_top_bar_point_t, 0,
top_bar_distance, top_bar_cnt))
#添加后侧顶筋
reinforcement.append(
LinearBarBuilder.create_linear_bar_placement_from_by_dist_count(
5, shape_top_bar, b_top_bar_point_f, b_top_bar_point_t, 0,
top_bar_distance, top_bar_cnt))
return reinforcement
def create_tie_steel(self):
steel_list = []
cover = ConcreteCoverProperties(self.StirSideCover + self.StirDiameter,
self.StirSideCover + self.StirDiameter,
0, 0)
rebar_prop = {
'diameter': self.TieBarDia,
'bending_roller': 0,
'steel_grade': self.TieBarGrade,
'concrete_grade': self.ConcreteGrade,
'bending_shape_type': AllplanReinf.BendingShapeType.LongitudinalBar
}
tie = Stirrup(cover, rebar_prop)
tie_shape = tie.shape_tie_steel(self.Width + 3 * self.StirDiameter +
2 * self.TieBarDia,
4 * self.TieBarDia,
RotationAngles(225, 0, 90),
hook=self.TieBendingLength,
degrees=self.TieBarAngle)
distance = 0
for x in range(self.WaistRows):
point_f_1 = AllplanGeo.Point3D(
-self.StirDiameter, -1.5 * self.StirDiameter - self.TieBarDia,
self.WaistPosition + self.WaistBarDiameter + distance)
point_t_1 = AllplanGeo.Point3D(
self.StirDenseRegionLength - self.StirDiameter,
-1.5 * self.StirDiameter - self.TieBarDia,
self.WaistPosition + self.WaistBarDiameter + distance)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, tie_shape, point_f_1, point_t_1, self.StirBothEndLength,
0, self.StirDenseRegionDistance, 3))
point_f_2 = AllplanGeo.Point3D(
self.Length - self.StirDenseRegionLength - self.StirDiameter,
-1.5 * self.StirDiameter - self.TieBarDia,
self.WaistPosition + self.WaistBarDiameter + distance)
point_t_2 = AllplanGeo.Point3D(
self.Length - self.StirDiameter,
-1.5 * self.StirDiameter - self.TieBarDia,
self.WaistPosition + self.WaistBarDiameter + distance)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, tie_shape, point_f_2, point_t_2, 0,
self.StirBothEndLength, self.StirDenseRegionDistance, 2))
point_f = AllplanGeo.Point3D(
self.StirDenseRegionLength - self.StirDiameter,
-1.5 * self.StirDiameter - self.TieBarDia,
self.WaistPosition + self.WaistBarDiameter + distance)
point_t = AllplanGeo.Point3D(
self.Length - self.StirDenseRegionLength - self.StirDiameter,
-1.5 * self.StirDiameter - self.TieBarDia,
self.WaistPosition + self.WaistBarDiameter + distance)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, tie_shape, point_f, point_t,
self.StirDenseRegionDistance / 2,
self.StirDenseRegionDistance / 2,
self.StirrupSparseRegionDistance, 3))
if steel_modify(self.Length - 2 * self.StirDenseRegionLength,
self.StirDiameter,
self.StirrupSparseRegionDistance,
self.StirDenseRegionDistance / 2,
self.StirDenseRegionDistance / 2):
point_cnt_1 = AllplanGeo.Point3D(self.StirDenseRegionLength, 0,
0)
point_cnt_2 = AllplanGeo.Point3D(self.Length, 0, 0)
vec = AllplanGeo.Vector3D(
AllplanGeo.Point3D(0, 0, 0),
AllplanGeo.Point3D(self.StirrupSparseRegionDistance / 2, 0,
0))
s_shape = AllplanReinf.BendingShape(tie_shape)
s_shape.Move(
AllplanGeo.Vector3D(
AllplanGeo.Point3D(
self.Length - self.StirDenseRegionLength -
self.StirDiameter,
-1.5 * self.StirDiameter - self.TieBarDia,
self.WaistPosition + self.WaistBarDiameter +
distance)))
steel_list.append(
AllplanReinf.BarPlacement(0, 1, vec, point_cnt_1,
point_cnt_2, s_shape))
distance += self.WaistDistance
return steel_list
def create_waist_steel(self):
steel_list = []
cover = ConcreteCoverProperties(self.StirSideCover + self.StirDiameter,
self.StirSideCover + self.StirDiameter,
0, 0)
rebar_prop = {
'diameter': self.WaistBarDiameter,
'bending_roller': 0,
'steel_grade': self.WaistBarSteelGrade,
'concrete_grade': self.ConcreteGrade,
'bending_shape_type': AllplanReinf.BendingShapeType.LongitudinalBar
}
waist = LongitudinalSteel(cover, rebar_prop)
if self.AnchorHead90_W and not self.AnchorTail90_W:
waist_shape = waist.shape_hook_steel(length=self.Length,
hook=15 *
self.WaistBarDiameter,
left=self.AnchorHead_W,
right=self.AnchorTail_W,
rotate=90,
hook_side=4)
elif not self.AnchorHead90_W and self.AnchorTail90_W:
waist_shape = waist.shape_hook_steel(length=self.Length,
hook=15 *
self.WaistBarDiameter,
left=self.AnchorHead_W,
right=self.AnchorTail_W,
rotate=90,
hook_side=5)
elif self.AnchorHead90_W and self.AnchorTail90_W:
waist_shape = waist.shape_hook_steel(length=self.Length,
hook=15 *
self.WaistBarDiameter,
left=self.AnchorHead_W,
right=self.AnchorTail_W,
rotate=90,
hook_side=3)
else:
waist_shape = waist.shape_extend_steel(length=self.Length,
left=self.AnchorHead_W,
right=self.AnchorTail_W,
extend_side=3)
distance = 0
for x in range(self.WaistRows):
W_point_f = AllplanGeo.Point3D(
0, self.StirDiameter + self.StirSideCover,
self.WaistPosition + distance)
W_point_t = AllplanGeo.Point3D(
0, self.Width - self.StirSideCover - self.StirDiameter,
self.WaistPosition + distance)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_count(
0, waist_shape, W_point_f, W_point_t, 0, 0, 2))
distance += self.WaistDistance
return steel_list
def create_longitudinal_steel(self):
steel_list = []
cover = ConcreteCoverProperties(self.StirSideCover + self.StirDiameter,
self.StirSideCover + self.StirDiameter,
self.StirUpsCover + self.StirDiameter,
self.StirUpsCover + self.StirDiameter)
rebar_prop = {
'bending_roller': 0,
'steel_grade': self.SteelGrade,
'concrete_grade': self.ConcreteGrade,
'bending_shape_type': AllplanReinf.BendingShapeType.LongitudinalBar
}
rebar_prop.update({'diameter': self.BarDiameter_B1})
longit_B1 = LongitudinalSteel(cover, rebar_prop)
rebar_prop.update({'diameter': self.BarDiameter_BO})
longit_BO = LongitudinalSteel(cover, rebar_prop)
rebar_prop.update({'diameter': self.BarDiameter_T1})
longit_T1 = LongitudinalSteel(cover, rebar_prop)
rebar_prop.update({'diameter': self.BarDiameter_TO})
longit_TO = LongitudinalSteel(cover, rebar_prop)
if self.AnchorHead90_T1 and not self.AnchorTail90_T1:
T1_steel_shape = longit_T1.shape_hook_steel(
self.Length,
15 * self.BarDiameter_T1,
left=self.AnchorHead_T1,
right=self.AnchorTail_T1,
hook_side=4,
rotate=90,
mirror=True)
elif not self.AnchorHead90_T1 and self.AnchorTail90_T1:
T1_steel_shape = longit_T1.shape_hook_steel(
self.Length,
15 * self.BarDiameter_T1,
left=self.AnchorHead_T1,
right=self.AnchorTail_T1,
hook_side=5,
rotate=90,
mirror=True)
elif self.AnchorHead90_T1 and self.AnchorTail90_T1:
T1_steel_shape = longit_T1.shape_hook_steel(
self.Length,
15 * self.BarDiameter_T1,
left=self.AnchorHead_T1,
right=self.AnchorTail_T1,
hook_side=3,
rotate=90,
mirror=True)
else:
T1_steel_shape = longit_B1.shape_extend_steel(
self.Length,
left=self.AnchorHead_T1,
right=self.AnchorTail_T1,
extend_side=3)
T1_point_f = AllplanGeo.Point3D(
0, self.StirDiameter + self.StirSideCover,
self.Height - (self.StirUpsCover + self.StirDiameter))
T1_point_t = AllplanGeo.Point3D(
0, self.Width - self.StirSideCover - self.StirDiameter,
self.Height - (self.StirUpsCover + self.StirDiameter))
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_count(
0, T1_steel_shape, T1_point_f, T1_point_t, 0, 0,
self.BarNumber_T1))
if self.TopSecondRowLongBar:
if self.AnchorHead90_TO and not self.AnchorTail90_TO:
TO_steel_shape = longit_TO.shape_hook_steel(
self.Length,
15 * self.BarDiameter_TO,
left=self.AnchorHead_TO,
right=self.AnchorTail_TO,
hook_side=4,
rotate=90,
mirror=True)
elif self.AnchorTail90_TO and not self.AnchorHead90_TO:
TO_steel_shape = longit_TO.shape_hook_steel(
self.Length,
15 * self.BarDiameter_TO,
left=self.AnchorHead_TO,
right=self.AnchorTail_TO,
hook_side=5,
rotate=90,
mirror=True)
elif self.AnchorHead90_TO and self.AnchorTail90_TO:
TO_steel_shape = longit_TO.shape_hook_steel(
self.Length,
15 * self.BarDiameter_TO,
left=self.AnchorHead_TO,
right=self.AnchorTail_TO,
hook_side=3,
rotate=90,
mirror=True)
else:
TO_steel_shape = longit_TO.shape_extend_steel(
self.Length,
left=self.AnchorHead_TO,
right=self.AnchorTail_TO,
extend_side=3)
TO_point_f = AllplanGeo.Point3D(
0, self.StirDiameter + self.StirSideCover, self.Height -
(self.StirUpsCover + self.StirDiameter + self.TopBarDistance))
TO_point_t = AllplanGeo.Point3D(
0, self.Width - self.StirSideCover - self.StirDiameter,
self.Height -
(self.StirUpsCover + self.StirDiameter + self.TopBarDistance))
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_count(
0, TO_steel_shape, TO_point_f, TO_point_t, 0, 0,
self.BarNumber_TO))
if self.AnchorHead90_B1 and not self.AnchorTail90_B1:
B1_steel_shape = longit_B1.shape_hook_steel(
self.Length,
15 * self.BarDiameter_B1,
left=self.AnchorHead_B1,
right=self.AnchorTail_B1,
hook_side=4,
rotate=90)
elif self.AnchorTail90_B1 and not self.AnchorHead90_B1:
B1_steel_shape = longit_B1.shape_hook_steel(
self.Length,
15 * self.BarDiameter_B1,
left=self.AnchorHead_B1,
right=self.AnchorTail_B1,
hook_side=5,
rotate=90)
elif self.AnchorHead90_B1 and self.AnchorTail90_B1:
B1_steel_shape = longit_B1.shape_hook_steel(
self.Length,
15 * self.BarDiameter_B1,
left=self.AnchorHead_B1,
right=self.AnchorTail_B1,
hook_side=3,
rotate=90)
else:
B1_steel_shape = longit_B1.shape_extend_steel(
self.Length,
left=self.AnchorHead_B1,
right=self.AnchorTail_B1,
extend_side=3)
B1_point_f = AllplanGeo.Point3D(0,
self.StirDiameter + self.StirSideCover,
self.StirUpsCover + self.StirDiameter)
B1_point_t = AllplanGeo.Point3D(
0, self.Width - self.StirSideCover - self.StirDiameter,
self.StirUpsCover + self.StirDiameter)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_count(
0, B1_steel_shape, B1_point_f, B1_point_t, 0, 0,
self.BarNumber_B1))
if self.BottomSecondRowLongBar:
if self.AnchorHead90_BO and not self.AnchorTail90_BO:
BO_steel_shape = longit_BO.shape_hook_steel(
self.Length,
15 * self.BarDiameter_BO,
left=self.AnchorHead_BO,
right=self.AnchorTail_BO,
hook_side=4,
rotate=90)
elif self.AnchorTail90_BO and not self.AnchorHead90_BO:
BO_steel_shape = longit_BO.shape_hook_steel(
self.Length,
15 * self.BarDiameter_BO,
left=self.AnchorHead_BO,
right=self.AnchorTail_BO,
hook_side=5,
rotate=90)
elif self.AnchorHead90_BO and self.AnchorTail90_BO:
BO_steel_shape = longit_BO.shape_hook_steel(
self.Length,
15 * self.BarDiameter_BO,
left=self.AnchorHead_BO,
right=self.AnchorTail_BO,
hook_side=3,
rotate=90)
else:
BO_steel_shape = longit_BO.shape_extend_steel(
self.Length,
left=self.AnchorHead_BO,
right=self.AnchorTail_BO,
extend_side=3)
BO_point_f = AllplanGeo.Point3D(
0, self.StirDiameter + self.StirSideCover,
self.StirUpsCover + self.StirDiameter + self.BottomBarDistance)
BO_point_t = AllplanGeo.Point3D(
0, self.Width - self.StirSideCover - self.StirDiameter,
self.StirUpsCover + self.StirDiameter + self.BottomBarDistance)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_count(
0, BO_steel_shape, BO_point_f, BO_point_t, 0, 0,
self.BarNumber_BO))
return steel_list
def create_tie_steel(self):
steel_list = []
tie_shape = self.shape_tie_steel(self.Width, 4 * self.TieBarDia)
distance = 0
for x in range(self.WaistNum):
point_f_x = AllplanGeo.Point3D(
self.SlotLength + self.StirDiameter, 0,
self.WaistPosition - 2 * self.TieBarDia + distance)
point_t_x = AllplanGeo.Point3D(
self.CutPosition + self.StirDiameter, 0,
self.WaistPosition - 2 * self.TieBarDia + distance)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, tie_shape, point_f_x, point_t_x, self.HeadCover,
self.EndCover, self.TieBarRatio * self.StirDistance, 3))
if self.cut_pos_1 - self.last_pos_1 > self.StirDistance / 2 \
and self.cut_pos_1 - self.last_pos_1 < self.StirDistance + self.StirDiameter:
point_cnt_1 = AllplanGeo.Point3D(
self.last_pos_1 + self.StirDistance / 2, 0, 0)
point_cnt_2 = AllplanGeo.Point3D(self.cut_pos_1, 0, 0)
vec = AllplanGeo.Vector3D(
AllplanGeo.Point3D(0, 0, 0),
AllplanGeo.Point3D(self.StirDistance / 2, 0, 0))
s_shape = AllplanReinf.BendingShape(tie_shape)
s_shape.Move(
AllplanGeo.Vector3D(
AllplanGeo.Point3D(
self.cut_pos_1 + self.StirDiameter, 0,
self.WaistPosition - 2 * self.TieBarDia +
distance)))
steel_list.append(
AllplanReinf.BarPlacement(0, 1, vec, point_cnt_1,
point_cnt_2, s_shape))
distance += self.WaistDistance
distance = 0
for y in range(self.WaistNum):
point_f_y = AllplanGeo.Point3D(
self.CutPosition + self.CutLength + self.StirDiameter, 0,
self.WaistPosition - 2 * self.TieBarDia + distance)
point_t_y = AllplanGeo.Point3D(
self.Length - self.SlotLength + self.StirDiameter, 0,
self.WaistPosition - 2 * self.TieBarDia + distance)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, tie_shape, point_t_y, point_f_y, self.HeadCover,
self.EndCover, self.TieBarRatio * self.StirDistance, 3))
if self.cut_pos_2 - self.last_pos_2 > self.StirDistance / 2 \
and self.cut_pos_2 - self.last_pos_2 < self.StirDistance + self.StirDiameter:
point_cnt_3 = AllplanGeo.Point3D(
self.CutPosition + self.CutLength, 0, 0)
point_cnt_4 = AllplanGeo.Point3D(self.Length - self.SlotLength,
0, 0)
vec = AllplanGeo.Vector3D(
AllplanGeo.Point3D(0, 0, 0),
AllplanGeo.Point3D(self.StirDistance / 2, 0, 0))
s_shape = AllplanReinf.BendingShape(tie_shape)
s_shape.Move(
AllplanGeo.Vector3D(
AllplanGeo.Point3D(
self.CutPosition + self.CutLength + self.EndCover +
self.StirDiameter, 0, self.WaistPosition -
2 * self.TieBarDia + distance)))
steel_list.append(
AllplanReinf.BarPlacement(0, 1, vec, point_cnt_3,
point_cnt_4, s_shape))
distance += self.WaistDistance
return steel_list
def create_tie_steel(self):
steel_list = []
rebar_prop = {
'diameter': self.TieSteelDia,
'bending_roller': math.pi * 3 * self.TieSteelDia / 40,
'steel_grade': self.TieSteelGrade,
'concrete_grade': self.ConcreteGrade,
'bending_shape_type': AllplanReinf.BendingShapeType.LongitudinalBar
}
cover = ConcreteCoverProperties(self.StirFrontCover - self.SleeveThick,
self.StirFrontCover - self.SleeveThick,
0, 0)
cover_1 = ConcreteCoverProperties(self.StirFrontCover,
self.StirFrontCover, 0, 0)
sleeve_tie = Stirrup(cover, rebar_prop)
tie = Stirrup(cover_1, rebar_prop)
sleeve_tie_shape = sleeve_tie.shape_tie_steel(
length=self.Width,
width=4 * self.TieSteelDia,
rotate=RotationAngles(225, 0, 90),
hook=self.TieSteelHook,
degrees=self.TieSideHookAngle)
tie_shape = tie.shape_tie_steel(length=self.Width,
width=4 * self.TieSteelDia,
rotate=RotationAngles(225, 0, 90),
hook=self.TieSteelHook,
degrees=self.TieSideHookAngle)
count = int(
(self.Length - 2 *
(self.StirSideCover + self.StirDiameter + self.VertSteelDia) -
self.TieSteelDia) / self.VertDistance) + 1
bar_distance = (
self.Length - 2 *
(self.StirSideCover + self.StirDiameter + self.VertSteelDia) -
self.TieSteelDia) / count
distance = 0
for x in range(count + 1):
point_f_1 = AllplanGeo.Point3D(
self.StirSideCover + self.StirDiameter + distance, 0,
self.StirDiameter)
point_t_1 = AllplanGeo.Point3D(
self.StirSideCover + self.StirDiameter + distance, 0,
self.SleeveAreaLength + self.StirDiameter)
point_f_2 = AllplanGeo.Point3D(
self.StirSideCover + self.StirDiameter + distance, 0,
self.SleeveAreaLength + self.StirDiameter)
point_t_2 = AllplanGeo.Point3D(
self.StirSideCover + self.StirDiameter + distance, 0,
self.DensAreaLength + self.StirDiameter)
point_f = AllplanGeo.Point3D(
self.StirSideCover + self.StirDiameter + distance, 0,
self.DensAreaLength + self.StirDiameter)
point_t = AllplanGeo.Point3D(
self.StirSideCover + self.StirDiameter + distance, 0,
self.Height + self.StirDiameter)
distance += bar_distance
if not self.TieHeadVisual and x == 0:
continue
if not self.TieTailVisual and x == count:
continue
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, sleeve_tie_shape, point_f_1, point_t_1,
self.StirUpsCover, 0, self.StirDenseDistance, 3))
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, tie_shape, point_f_2, point_t_2,
self.StirDenseDistance / 2, 0, self.StirDenseDistance, 3))
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, tie_shape, point_f, point_t, 0, self.StirUpsCover,
self.StirSparseDistance, 2))
return steel_list
def create_stirrup(self):
stirrup_list = []
rebar_prop = {
'diameter': self.StirDiameter,
'bending_roller': math.pi * 3 * self.StirDiameter / 40,
'steel_grade': self.StirSteelGrade,
'concrete_grade': self.ConcreteGrade,
'bending_shape_type': AllplanReinf.BendingShapeType.Stirrup
}
#保护层混凝土属性
sleeve_cover = ConcreteCoverProperties(
self.StirFrontCover - self.SleeveThick,
self.StirFrontCover - self.SleeveThick,
self.StirSideCover - self.SleeveThick,
self.StirSideCover - self.SleeveThick)
cover = ConcreteCoverProperties(self.StirFrontCover,
self.StirFrontCover,
self.StirSideCover, self.StirSideCover)
sleeve_stirrup = Stirrup(sleeve_cover, rebar_prop)
stirrup = Stirrup(cover, rebar_prop)
if self.StirExtend:
if self.StirExtendSide == 1:
sleeve_stir_shape = sleeve_stirrup.shape_stirrup(
self.Length, self.Width, self.StirExtendLength, 1)
stir_shape = stirrup.shape_stirrup(self.Length, self.Width,
self.StirExtendLength, 1)
elif self.StirExtendSide == 2:
sleeve_stir_shape = sleeve_stirrup.shape_stirrup(
self.Length, self.Width, self.StirExtendLength, 2)
stir_shape = stirrup.shape_stirrup(self.Length, self.Width,
self.StirExtendLength, 2)
elif self.StirExtendSide == 3:
sleeve_stir_shape = sleeve_stirrup.shape_stirrup(
self.Length, self.Width, self.StirExtendLength, 3)
stir_shape = stirrup.shape_stirrup(self.Length, self.Width,
self.StirExtendLength, 3)
elif self.StirExtendSide == 4:
sleeve_stir_shape = sleeve_stirrup.shape_stirrup(
self.Length, self.Width, self.StirExtendLength, 4)
stir_shape = stirrup.shape_stirrup(self.Length, self.Width,
self.StirExtendLength, 4)
else:
sleeve_stir_shape = sleeve_stirrup.shape_stirrup(
self.Length, self.Width)
stir_shape = stirrup.shape_stirrup(self.Length, self.Width)
point_f_1 = AllplanGeo.Point3D(0, 0, 0)
point_t_1 = AllplanGeo.Point3D(0, 0, self.SleeveAreaLength)
stirrup_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, sleeve_stir_shape, point_f_1, point_t_1, self.StirUpsCover,
0, self.StirDenseDistance, 3))
point_f_2 = AllplanGeo.Point3D(0, 0, self.SleeveAreaLength)
point_t_2 = AllplanGeo.Point3D(0, 0, self.DensAreaLength)
stirrup_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, stir_shape, point_f_2, point_t_2,
self.StirDenseDistance / 2, 0, self.StirDenseDistance, 3))
point_f = AllplanGeo.Point3D(0, 0, self.DensAreaLength)
point_t = AllplanGeo.Point3D(0, 0, self.Height)
stirrup_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, stir_shape, point_f, point_t, 0, self.StirUpsCover,
self.StirSparseDistance, 2))
return stirrup_list
def create_vertical_steel(self):
steel_list = []
cover = [
self.Length_BA, self.Length_BA, self.Length_BA, self.Length_BA
]
rebar_prop = {
'diameter': self.HoriSteelDia,
'bending_roller': 0,
'steel_grade': self.HoriSteelGrade,
'concrete_grade': self.ConcreteGrade,
'bending_shape_type': AllplanReinf.BendingShapeType.LongitudinalBar
}
longit = LongitudinalSteel(cover, rebar_prop)
if self.BendingAnchor:
steel_vert_1 = longit.shape_anchor_steel(
self.Height, self.Length_TA, self.BendPosition,
self.BendLength, self.BendWidth, 2, False, True)
steel_vert_2 = longit.shape_anchor_steel(
self.Height, self.Length_TA, self.BendPosition,
self.BendLength, self.BendWidth, 2, True, True)
else:
steel_vert_1 = steel_vert_2 = longit.shape_extend_steel(
length=self.Height,
extend=self.Length_TA,
extend_side=2,
vertical=True)
point_f_1 = AllplanGeo.Point3D(0,
self.HoriFrontCover + self.HoriSteelDia,
0)
point_t_1 = AllplanGeo.Point3D(self.Length,
self.HoriFrontCover + self.HoriSteelDia,
0)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, steel_vert_1, point_f_1, point_t_1, self.VertSideCover,
self.VertSideCover, self.VertDistance, 3))
point_f_2 = AllplanGeo.Point3D(
0, self.Width - self.HoriFrontCover - self.HoriSteelDia, 0)
point_t_2 = AllplanGeo.Point3D(
self.Length, self.Width - self.HoriFrontCover - self.HoriSteelDia,
0)
steel_list.append(
LinearBarBuilder.create_linear_bar_placement_from_to_by_dist(
0, steel_vert_2, point_f_2, point_t_2, self.VertSideCover,
self.VertSideCover, self.VertDistance, 3))
if steel_modify(self.Length, self.VertSteelDia, self.VertDistance,
self.VertSideCover, self.VertSideCover):
point_f_3 = AllplanGeo.Point3D(0, 0, 0)
point_t_3 = AllplanGeo.Point3D(self.Length, 0, 0)
vec = AllplanGeo.Vector3D(
AllplanGeo.Point3D(0, 0, 0),
AllplanGeo.Point3D(self.VertDistance / 2, 0, 0))
s_shape_1 = AllplanReinf.BendingShape(steel_vert_1)
s_shape_1.Move(
AllplanGeo.Vector3D(
AllplanGeo.Point3D(self.Length - self.VertSideCover,
self.HoriFrontCover + self.HoriSteelDia,
0)))
s_shape_2 = AllplanReinf.BendingShape(steel_vert_2)
s_shape_2.Move(
AllplanGeo.Vector3D(
AllplanGeo.Point3D(
self.Length - self.VertSideCover,
self.Width - self.HoriFrontCover - self.HoriSteelDia,
0)))
steel_list.append(
AllplanReinf.BarPlacement(0, 1, vec, point_f_3, point_t_3,
s_shape_1))
steel_list.append(
AllplanReinf.BarPlacement(0, 1, vec, point_f_3, point_t_3,
s_shape_2))
return steel_list