Centerings In Structure DWG Detail for AutoCAD

Details application of wooden centering in different types of structure

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

formwork in footings, cant cm., volume of concrete, plant, elevation, stave, yoke, nail, yoke, stave, elevation, plant, volume of concrete, cant cm., formwork in footings, falsework in contratrabes, cant cm., volume of concrete, cms., contact lane, yokes of, separators, dragging, right feet, godmothers of, nails, dipstick, falsework in contratrabes, section cm., volume of concrete, cms., contact lane, yokes of, separators, dragging, right feet, godmothers of, nails, dipstick, formwork in columns, section cm., volume of concrete, contact lane, yokes of, right feet, stakes, leads, nails, wire, cabbage., formwork in columns, section cm., volume of concrete, contact lane, yokes of, right feet, stakes, leads, nails, wire, cabbage., shoring in bars, section cm., volume of concrete, stave, yoke of, base, Crow’s feet, godmother, right foot, windbreaker, drag, cheeks, wedges, nails, cms., cms., cms., cms., cms., shoring in bars, section cm., volume of concrete, stave, yoke of, base, Crow’s feet, godmother, right foot, windbreaker, drag, cheeks, wedges, nails, cms., cms., cms., cms., cms., Slab shoring with pallets cm., volume of concrete, stave, bars of, godmothers, right foot, cheeks, nails, cms., cms., cms., cms., windbreaker, wedges, drag, cms., slabs shoring, volume of concrete, stave, cheeks, nails, cms., cms., cms., cms., windbreaker, wedges, drag, cms., godmothers, right foot, slabs shoring, volume of concrete, stave, cheeks, nails, cms., cms., cms., cms., windbreaker, wedges, drag, cms., godmothers, right foot, cms., falsework in walls, volume of concrete, pain in contact, dredges, nails, cms., godmother, yoke, separators, cms., cms., cms., nails, separators, dipstick, cms., stakes, right feet, cms.

Raw text data extracted from CAD file:

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ELEVACION 1 DUELA 1″ x 4″ 2 YUGO 2″ x 4″ CLAVO 2 1/2″ = 40 pza./m2. CLAVO 2 1/2″ = 40 pza./m2. YUGO 2″ x 4″ 2 DUELA 1″ x 2″ 1 ELEVACION @ 50cms. 1 2 0.15 0.40 0.50 0.50 1.25 0.25 0.15 0.25 PLANTA 2 1 1.25 1.25 volúmen de concreto = 0.30 m3/ml. peralte 15 a 25 cm. CIMBRA EN ZAPATAS CIMBRA EN CONTRATRABES peralte 20 a 80 cm. volúmen de concreto = 0.16 m3/ml. 3 2 1 4 0.9821320743912736 0.9821320743912736 0.9821320743912736 0.9821320743912736 0.9821320743912736 0.9821320743912736 0.9821320743912736 @50 cms. @50 cms. 5 6 0.9821320743912736 0.9821320743912736 0.9821320743912736 0.9821320743912736 0.9821320743912736 0.9821320743912736 0.9821320743912736 0.9821320743912736 1 DUELA DE CONTACTO 1″x 4″ 2 YUGOS DE 2″x 4″ 3 SEPARADORES DE 2″x 4″ 6 5 4 ARRASTRES DE 1″x 4″ PIES DERECHOS 4″x 4″ MADRINAS DE 2″x 4″ CLAVOS DE 2 1/2″=40 PZA./M2. CLAVOS DE 3 1/2″= 38 PZA./M2. Ø 1/2″@50CMS. VARILLA Ø 1/2″ 1.12 KG./M2. CIMBRA EN CONTRATRABES sección 25 a 100 cm. volúmen de concreto = 0.25 m3/ml. 3 2 1 4 5 0.50 0.60 5 5 5 5 @50 cms. @50 cms. 5 6 0.25 5 5 5 0.05 0.80 0.90 1.0 1 DUELA DE CONTACTO 1″x 4″ 2 YUGOS DE 2″x 4″ 3 SEPARADORES DE 2″x 4″ 6 5 4 ARRASTRES DE 1″x 4″ PIES DERECHOS 4″x 4″ MADRINAS DE 2″x 4″ CLAVOS DE 2 1/2″=40 PZA./M2. CLAVOS DE 3 1/2″= 32 PZA./M2. Ø 5/8″ @50CMS. VARILLA Ø 5/8″ 1.73 KG./M2. CIMBRA EN COLUMNAS sección 50 a 50 cm. volúmen de concreto = 0.25 m3/ml. 1 DUELA DE CONTACTO 1″x 4″ 2 YUGOS DE 2″x 4″ 3 PIES DERECHOS 4″x 4″ 5 4 ESTACAS 2″x 4″ PLOMOS 1″x 4″ 1 2 0.05 0.10 0.025 CLAVOS DE 3 1/2″= 32 PZA./M2. ALAMBRE 0.072 KG./M2. 4 2 3 5 0.40 3.00 0.85 COL. 0.50 x 0.50 0.50 CIMBRA EN COLUMNAS sección 20 a 30 cm. volúmen de concreto = 0.06 m3/ml. 1 DUELA DE CONTACTO 1″x 4″ 2 YUGOS DE 2″x 4″ 3 PIES DERECHOS 4″x 4″ 5 4 ESTACAS 2″x 4″ PLOMOS 1″x 4″ 1 2 0.05 0.10 CLAVOS DE 3 1/2″= 40 PZA./M2. ALAMBRE 0.072 KG./M2. 4 2 3 5 0.40 3.00 0.65 COL. 0.20 x 0.30 0.50 0.025 0.20 1.5 2.70 CIMBRA EN TRABES sección 15 x 30 cm. volúmen de concreto = 0.045 m3/ml. 1 DUELA 1″x 4″ 2 YUGO DE 2″x 4″ 3 BASE 2″x 4″ 5 4 PATAS DE GALLO 1″x 4″ MADRINA 4″x 4″ 6 PIE DERECHO 4″x 4″ 7 CONTRAVIENTO 1″x 4″ 8 ARRASTRE 4″x 4″ 10 9 CACHETES 1″x 4″ CUÑAS 2″x 4″ CLAVOS DE 2 1/2″= 107 PZA./M2. CLAVOS DE 3 1/2″= 32 PZA./M2. 0.15 0.30 0.05 0.10 1 0.10 @50 cms. 0.40 5 3 @ 100 cms. 4 2 10 0.60 6 7 @ 100 cms. 10 9 @ 100 cms. 8 1.00 0.15 2 @ 100 cms. 0.10 0.05 2.0 2.60 0.10 CIMBRA EN TRABES sección 25 x 40 cm. volúmen de concreto = 0.10 m3/ml. 1 DUELA 1″x 4″ 2 YUGO DE 2″x 4″ 3 BASE 4″x 4″ 5 4 PATAS DE GALLO 1″x 4″ MADRINA 4″x 4″ 6 PIE DERECHO 4″x 4″ 7 CONTRAVIENTO 1″x 4″ 8 ARRASTRE 4″x 4″ 10 9 CACHETES 1″x 4″ CUÑAS 2″x 4″ CLAVOS DE 2 1/2″= 97 PZA./M2. CLAVOS DE 3 1/2″= 20 PZA./M2. 0.25 0.05 0.10 1 0.10 @50 cms. 5 @ 100 cms. 4 10 0.60 6 7 @ 100 cms. 10 9 @ 100 cms. 8 1.00 0.15 2 @ 100 cms. 0.10 0.05 2.0 2.60 0.10 0.40 2 0.75 0.575 3 10 5 CIMBRA DE LOSAS CON TARIMAS 50 x 100 cm. Wm=240 a 480 Kg/m2. volúmen de concreto = 0.10 a 0.20 m3/m2. 1 DUELA 1″x 4″ 2 BARROTES DE 2″x 4″ 3 MADRINAS 4″x 4″ 5 4 PIE DERECHO 4″x 4″ 6 7 8 CACHETES 1″x 4″ CLAVOS DE 2 1/2″= 128 PZA./M2. CLAVOS DE 3 1/2″= 42 PZA./M2. 0.10 1 0.10 5 3 @ 100 cms. 2 8 4 7 @ 100 cms. 8 6 @ 100 cms. 7 1.00 0.15 2 @ 100 cms. 0.10 0.05 CONTRAVIENTO 1″x 4″ CUÑAS 2″x 4″ ARRASTRE 4″x 4″ 5 2 @ 100 cms. 0.20 0.10 5 CIMBRA DE LOSAS Wm=240 a 480 Kg/m2. volúmen de concreto = 0.10 a 0.20 m3/m2. 1 DUELA 1 1/2″x 2″ 2 3 5 4 6 7 CACHETES 1″x 4″ CLAVOS DE 2 1/2″= 36 PZA./M2. CLAVOS DE 3 1/2″= 20 PZA./M2. 0.10 1 0.10 4 2 @ 100 cms. 7 3 @ 100 cms. 7 5 @ 100 cms. 6 1.00 0.15 2 @ 100 cms. 0.10 0.05 2.587 CONTRAVIENTO 1″x 4″ CUÑAS 2″x 4″ ARRASTRE 4″x 4″ 5 2 @ 100 cms. 0.20 0.25 5 2.35 MADRINAS 4″x 4″ PIE DERECHO 4″x 4″ CIMBRA DE LOSAS Wm=220 a 240 Kg/m2. volúmen de concreto = 0.05 a 0.10 m3/m2. 1 DUELA 1″ x 4″ 2 3 5 4 6 7 CACHETES 1″x 4″ CLAVOS DE 2 1/2″= 56 PZA./M2. 0.10 1 0.10 4 2 @ 100 cms. 7 3 @ 100 cms. 7 5 @ 100 cms. 6 1.00 0.15 2 @ 100 cms. 0.10 0.05 2.325 CONTRAVIENTO 1″x 4″ CUÑAS 2″x 4″ ARRASTRE 4″x 4″ 0.10 2 @ 100 cms. 0.20 0.25 5 MADRINAS 4″x 4″ PIE DERECHO 4″x 4″ @ 100 cms. CIMBRA EN MUROS volúmen de concreto = 0.20 m3/m2. 1 DUELA EN CONTACTO 1″ x 4″ 2 3 4 7 RASTRAS 1″x 4″ CLAVOS DE 2 1/2″= 40 PZA./M2. 4 2 3 5 @ 100 cms. MADRINA 4″x 4″ YUGO 2″x 4″ SEPARADORES 2″x 4″ 0.20 2.15 Ø 5/8″ @ 100 cms. 5 5 0.10 5 @ 50 cms. 5 1 @ 100 cms. @ 50 cms. CLAVOS DE 3 1/2″= 12 PZA./M2. SEPARADORES 1.25 PZA./M2. VARILLA Ø 5/8″ 0.125 KG./M2. 5 @ 100 cms. 5 5 7 5 6 ESTACAS 2″x 4″ 5 PIES DERECHOS 4″x 4″ 0.75 0.10 0.10 0.10 0.45 5 1.10 2.30 6 @ 100 cms. 2.50 0.10 5 5 5