Structural Formwork DWG Block for AutoCAD

DRAWING WITH THE PIECES USED FOR STRUCTURAL FORMWORK

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

wall shoring, section, Contact wood, yoke, separators, godmother, right foot, stakes, falsework in trabe, section, Contact wood, yokes, base, godmother, Crow’s feet, right foot, windbreaker, drag, wedges, cheeks, falsework in contratrabe, Contact wood, yoke, separators, godmothers, feet rights shell dlg, drag, section, raised, formwork on insulated shoe, yoke contact wood, section, falsework in castle auction, Contact wood, yoke, right foot, stakes, section, column formwork, section, Contact wood, yokes, right foot, lead, stakes, plant, raised, formwork in corner castle, Contact wood, yoke, section, right foot, stakes, plant, raised, details of formwork for structural elements

Raw text data extracted from CAD file:

\A1;1.50 \A1;0.05000 \A1;0.25 \A1;0.05000 \A1;0.5875 \A1;0.40 \A1;0.40 \A1;0.03750 \A1;0.03750 \A1;0.05 \A1;0.05 \A1;0.0875 \A1;0.90 \A1;0.1000 \A1;0.0875 \A1;0.7000 \A1;0.4000 \A1;0.1500 \A1;0.7000 \A1;0.7750 \A1;0.3500 \A1;0.20 \A1;0.025 \A1;0.050 \A1;0.025 \A1;0.050 \A1;0.05 \A1;0.05 \A1;0.02 \A1;0.15 \A1;0.02 \A1;0.2875 \A1;2.5000 \A1;0.3500 \A1;0.1500 \A1;0.0188 \A1;0.0188 \A1;1.6427 \A1;1.6427 \A1;2.8000 \A1;1.5000 \A1;0.4000 \A1;2.5000 \A1;0.12 \A1;0.7000 \A1;0.35 \A1;2.80 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.40 \A1;0.40 \A1;0.65 \A1;0.75 \A1;1.00 \A1;0.10 \A1;0.01875 \A1;0.01875 \A1;0.10 \A1;0.2000 \A1;0.2500 \A1;0.2500 \A1;0.0875 \A1;2.3712 \A1;2.5000 \A1;0.15 \A1;2.5000 \A1;0.15 \A1;0.10 \A1;1.09 \A1;2.36 \A1;0.25 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.50 1 Cimbra en muro Sección 0.15 x 2.80 x 1.00 m Madera de Contacto ¾” x 4″ 2 Yugo 1½” x 4″ 3 Separadores 1½” x 4″ 4 Madrina 3½” x 3½” 5 Pie Derecho 3½” x 3½” 6 Estacas 1½” x 4″ 1 2 3 4 5 6 @ 100 @ 100 @ 100 @ 50 @ 50 5 5 5 5 5 5 \A1;0.01875 \A1;0.01875 5 5 5 \A1;0.4875 5 5 5 \A1;0.0875 5 \A1;0.0875 \A1;0.3875 0.20 Cimbra en trabe Sección 0.20 X 0.40 X 1.00 m MADERA DE CONTACTO 2″ x 4″ YUGOS 1½” x 4″ BASE 3½” x 3½” MADRINA 4″ x 4″ PATAS DE GALLO 1½” x 4″ PIE DERECHO 4″ x 4″ CONTRAVIENTO 1½” x 4″ ARRASTRE 2″ x 6″ CUÑAS 1½” x 4″ CACHETES ¾” x 4″ \A1;2.4000 \A1;0.0500 \A1;0.0375 \A1;1.9750 \A1;0.1000 \A1;0.0375 \A1;0.6000 \A1;0.4000 \A1;0.25 \A1;0.20 \A1;0.10 \A1;0.20 5 5 5 5 5 5 5 1 2 2 3 4 5 5 6 7 8 9 10 5 5 5 5 @ 100 @ 100 @ 100 @ 50 @ 100 @ 100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Cimbra en contratrabe Madera de Contacto ¾ ” x 4 ” Yugo 1 ½ ” x 4 “\H1.0119x; Separadores 1 ½ ” x 4 ” Madrinas 2 ” x 4 ” Pies derechos 3\H0.875x; \H1.1428x;½\H0.875x; ” x \H1.1429x; 3\H0.875x; \H1.1428x;½\H0.87504x; “\fMS Shell Dlg 2|b0|i0|c0|p0;\H1.0119x; Arrastres 1 ½ ” x 4 ” 1 2 3 4 5 6 Sección 0.25 x 0.90 x 1 m Alzado 1 2 3 4 5 6 @ 50 @ 50 5 5 5 5 @ 0.50 5 5 5 5 5 5 5 5 5 Cimbra en Zapata Aislada Madera de Contacto 1 ½ ” x 6 ” Yugo 3 ½” x 4 \fArial|b0|i0|c0|p34;\H1.5294x;½” 1 2 1 2 Sección 0.70 x 0.70 x 0.15 m 5 5 5 5 5 5 5 5 5 5 5 @ 50 5 1 2 5 5 5 5 5 1 2 5 5 3 4 @ 50 Cimbra en castillo de Remate Madera de Contacto ¾\H0.65385x; ” x 4 ” Yugo 2 ” x 2 ” Pie derecho 3 ½ ” x 3 ½ ” Estacas 2 ” x 4 ” Sección 0.15 x 0.20 x 2.50 m 1 2 3 4 CIMBRA EN COLUMNA SECCION 0.40 x 0.40 x 2.80 m 4 2 3 5 MADERA DE CONTACTO 2″ x 4″ YUGOS 4″ x 4″ PIE DERECHO 4″ x 4″ PLOMO 1″ x 4″ ESTACAS 2″ x 4″ 1 2 3 4 5 5 5 5 5 5 5 5 5 5 @ 0.50 5 Planta Alzado Alzado Alzado Alzado 1 2 3 4 1 2 3 4 5 6 7 8 9 10 1 2 Cimbra en Castillo esquinero Madera de Contacto ¾\H0.65385x; ” x 4 ” Yugo 2 ” x 2 ” Sección 0.15 x 0.20 x 2.50 m 1 2 Pie Derecho 3 ½ ” x 3 ½” 3 Estacas 2 ” x 4 ” 4 Planta Alzado Alzado DETALLES DE CIMBRA PARA ELEMENTOS ESTRUCTURALES