Anchorages DWG Block for AutoCAD

Anchorage for waters’pipe

Drawing labels, details, and other text information extracted from the CAD file (Translated from Portuguese):

Gravel ballast, Complete column hydrant, Flange end bag, Drawer registration with, Flat type flanges, Dissymmetric curve, With flanges, Column hydrant, Registration by key, Box for maneuvering the, Tip, Concrete tube, variable, Finished floor, Registration protection device, plant, Gravel ballast, Drawer registration, variable, court, Conf. Standard sabesp, Buffer box for registration, Fck concrete crown, Variable diameter, variable, Finished floor, Concrete block anchors, View, Curve plant, Cap plant, View, Curve plant, View, Curve plant, View, I plant you, View, Dimensions of the anchor blocks, Traceability by volume minimum consumption: kg of cement per, curve, Cap, curve, notice, curve, curve, Concrete tube, Into the drainage system, Ductile with flanged joint, Drawer valve with head, Iron grille construction, mesh, Iron grille construction, mesh, Conf. Standard sabesp, Buffer box for registration, With flange joint accessories, Discharge box, court, plant, Into the drainage system, Removable concrete cover, masonry, Put you, Pipe, Put you, curve, junction, Anchors on wooden rafters, Concrete block anchors, View, Curve plant, Cap plant, View, Curve plant, View, Curve plant, View, I plant you, View, Dimensions of the anchor blocks, Traceability by volume minimum consumption: kg of cement per, curve, Cap, curve, notice, curve, curve

Raw text data extracted from CAD file:

\A1;1.00 \A1;0.80 \A1;0.30 \A1;0.40 \A1;1.20 \A1;0.65 \A1;0.30 \A1;0.05 \A1;0.50 12cm 6cm 120cm 5cm LASTRO DE BRITA N° 1 S/ESCALA HIDRANTE DE COLUNA COMPLETO EXTREMIDADE FLANGE E BOLSA d 100mm REGISTRO DE GAVETA COM FLANGES TIPO CHATO d%% 100mm CURVA DISSIMÉTRICA COM FLANGES d%% 100mm 0.10 HIDRANTE DE COLUNA REGISTRO POR CHAVE “T” CAIXA PARA MANOBRA DO 0.05 PONTA E BOLSA d 400mm TUBO DE CONCRETO 0.25 0.15 d 150mm 0.76 0.20 0.35 0.46 VARIÁVEL PISO ACABADO d 100mm DISPOSITIVO DE PROTEÇÃO PARA REGISTRO PLANTA S/ESCALA A 0.40 A LASTRO DE BRITA N° 1 REGISTRO DE GAVETA 0.05 0.05 VARIÁVEL CORTE A A S/ESCALA CONF. NORMA SABESP N° 0100-400-E4 TAMPÃO E CAIXA PARA REGISTRO 0.40 COROA DE CONCRETO fck > 15MPa DIÂMETRO VARIÁVEL d50mm a d600mm VARIÁVEL 0.10 a 0.90 PISO ACABADO ANCORAGENS EM BLOCOS DE CONCRETO VISTA B CURVA 22°30′ E 11°15′ – PLANTA CAP – PLANTA VISTA E CURVA 90° – PLANTA VISTA C CURVA 45° – PLANTA P P D A VISTA A C A b B l h D/2 D D TE – PLANTA VISTA D h b l B D/2 D P P DIMENSÕES DOS BLOCOS DE ANCORAGEM 1- TRAÇO EM VOLUME 1:3:6; CONSUMO MÍNIMO: 210 kg DE CIMENTO POR m CURVA 11°15′ B l 0.20 0.15 (m) B l (m) 0.40 (m) 0.40 0.50 0.50 (m) 0.30 0.15 0.20 B f 0.30 (m) (m) 1.00 0.50 0.40 0.50 h (m) 100 80 (mm) D (m) h D (mm) 150 150 100 h (m) (mm) D CAP 0.10 0.45 CURVA 45° 0.30 0.40 0.45 0.40 0.30 0.50 0.30 1.10 1.00 150 100 NOTA : 0.10 0.10 P P CURVA 22°30′ (m) b 0.20 0.20 b (m) 0.20 l (m) 0.15 0.20 l (m) 0.40 B (m) (m) B 0.40 0.50 0.50 0.30 0.15 0.20 (m) b 0.20 0.30 0.15 0.20 f (m) 0.15 0.60 (m) B 0.90 0.50 0.70 (m) h D 80 100 (mm) h (m) D 150 (mm) P P 150 100 (m) h D TÊ (mm) 0.30 0.45 0.30 CURVA 90° 0.40 0.30 0.40 0.45 0.30 0.30 0.30 0.30 0.90 0.90 100 150 0.40 0.45 0.15 0.20 b (m) (m) b 0.10 0.20 0.15 0.20 b (m) 0.10 0.10 0.10 C (m) 0.10 0.15 0.15 0.10 0.15 0.15 (m) 0.15 0.10 (m) 0.15 (m) 0.10 0.15 0.15 f E b D B D b E h l b B D/2 h B b B l P h D/2 P D B 200 0.15 0.40 0.50 0.60 0.15 200 0.25 0.40 0.50 0.60 0.15 200 0.30 0.30 0.50 0.60 0.15 200 0.30 0.30 0.50 0.90 0.15 80 80 200 0.15 0.50 0.15 1.15 200 0.30 0.30 0.50 0.90 80 80 3 0.15 TUBO DE CONCRETO – C1 – EB6 24.60563532748824 24.60563532748824 Ø75mm Ø75mm LANÇA NO SISTEMA DE DRENAGEM F° DÚCTIL COM JUNTA FLANGEADA VÁLVULA DE GAVETA COM ELASTÔMERO, COM CABEÇOTE GRELHA 0.40×0.40 DE FERRO DE CONSTRUÇÃO Ø1/2″, MALHA 0.50×0.50 24.60563532748824 B B Ø75mm 310.7743026310923 310.7743026310923 310.7743026310923 310.7743026310923 0.05 310.7743026310923 GRELHA 0.40×0.40 DE FERRO DE CONSTRUÇÃO Ø1/2″, MALHA 0.50×0.50 CONF. NORMA SABESP N° 0100-400-E4 TAMPÃO E CAIXA PARA REGISTRO COM ACESSÓRIOS PARA JUNTA COM FLANGES CAIXA DE DESCARGA CORTE B B S/ESCALA S/ESCALA PLANTA LANÇA NO SISTEMA DE DRENAGEM Ø75mm TAMPA DE CONCRETO REMOVÍVEL ALVENARIA 120cm 6cm 12cm PONTALETE TUBULAÇÃO PONTALETE 5cm CURVA 90° CURVA 45° CURVA 22° 30′ TÊ JUNÇÃO 45° ANCORAGENS EM PONTALETES DE MADEIRA ANCORAGENS EM BLOCOS DE CONCRETO VISTA B CURVA 22°30′ E 11°15′ – PLANTA CAP – PLANTA VISTA E CURVA 90° – PLANTA VISTA C CURVA 45° – PLANTA P P D A VISTA A C A b B l h D/2 D D TE – PLANTA VISTA D h b l B D/2 D P P DIMENSÕES DOS BLOCOS DE ANCORAGEM 1- TRAÇO EM VOLUME 1:3:6; CONSUMO MÍNIMO: 210 kg DE CIMENTO POR m CURVA 11°15′ B l 0.20 0.15 (m) B l (m) 0.40 (m) 0.40 0.50 0.50 (m) 0.30 0.15 0.20 B f 0.30 (m) (m) 1.00 0.50 0.40 0.50 h (m) 100 80 (mm) D (m) h D (mm) 150 150 100 h (m) (mm) D CAP 0.10 0.45 CURVA 45° 0.30 0.40 0.45 0.40 0.30 0.50 0.30 1.10 1.00 150 100 NOTA : 0.10 0.10 P P CURVA 22°30′ (m) b 0.20 0.20 b (m) 0.20 l (m) 0.15 0.20 l (m) 0.40 B (m) (m) B 0.40 0.50 0.50 0.30 0.15 0.20 (m) b 0.20 0.30 0.15 0.20 f (m) 0.15 0.60 (m) B 0.90 0.50 0.70 (m) h D 80 100 (mm) h (m) D 150 (mm) P P 150 100 (m) h D TÊ (mm) 0.30 0.45 0.30 CURVA 90° 0.40 0.30 0.40 0.45 0.30 0.30 0.30 0.30 0.90 0.90 100 150 0.40 0.45 0.15 0.20 b (m) (m) b 0.10 0.20 0.15 0.20 b (m) 0.10 0.10 0.10 C (m) 0.10 0.15 0.15 0.10 0.15 0.15 (m) 0.15 0.10 (m) 0.15 (m) 0.10 0.15 0.15 f E b D B D b E h l b B D/2 h B b B l P h D/2 P D B 200 0.15 0.40 0.50 0.60 0.15 200 0.25 0.40 0.50 0.60 0.15 200 0.30 0.30 0.50 0.60 0.15 200 0.30 0.30 0.50 0.90 0.15 80 80 200 0.15 0.50 0.15 1.15 200 0.30 0.30 0.50 0.90 80 80 3