Plans Concrete Piles DWG Plan for AutoCAD

Concrete piles – Several details

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

quotas in cm, plant, section, Accepted by the group of one, natural terrain, efh, quotas in cm, plant, section, natural, land, fit of the group of two balls, variable, natural, land, quotas in cm, plant, section, variable, Accepted by the group of three, variable, variable, section, Accepted by the group of four balls, plant, quotas in cm, land, natural, section, raisin beam, quotas in cm, section, the represented pilot does not presuppose type, quotas in cm, group of displacement balls with, the represented pilot does not presuppose type, quotas in cm, of gravel, group of displacement balls with plug, the represented pilot does not presuppose type, quotas in cm, recoverable, group of extraction balls with tubing, the represented pilot does not presuppose type, quotas in cm, lost, group of pulling balls with shirt, quotas in cm, the represented pilot does not presuppose type, quotas in cm, thixotropic sludge, group of perforated balls without entubacion with, quotas in cm, the represented pilot does not presuppose type, group of drilled balls without tubing, quotas in cm, the represented pilot does not presuppose type, by central tube of, group of drilled balls. concrete mixing, Normal tusk in tip, elevation, plant, elevation, Special rock tusk, plant, quotas in cm, section, pilote, plant, quotas in cm, The represented balls do not presume type, of the encepado, lower level, plant, The represented balls do not presume type, quotas in cm, elevation, group of balls, quotas in cm, plant, section, natural, land, fit of the group of two balls

Raw text data extracted from CAD file:

20 10 15 H A 5 10 A 10 5 5 10 10 5 \A1;5 \A1;10 \A1;10 \A1;5 \A1;20 \A1;20 \A1;5 \A1;10 \A1;10 \A1;5 \A1;A \A1;A \A1;H \A1;15 \A1;10 5 10 1 1 n d 10 5 20 20 cotas en cm Planta Seccion 1 1 n d 1 1 5 10 10 5 A A ENCEPADO DEL GRUPO DE UN PILOTE-A-H-n -d CPE-1 Terreno natural EFH -7 EFH -5 EFH -7 H 15 10 A 5 B 5 10 10 5 H 15 10 10 10 20 20 \A1;20 \A1;20 \A1;10 \A1;10 \A1;10 \A1;10 \A1;10 \A1;15 \A1;H \A1;5 \A1;5 \A1;5 \A1;B \A1;A n d 3 3 20 20 10 10 4 3 2 1 4 3 2 1 A-B-H-n -d -n -d -n -d -n -d n d 1 1 EFH-7 EFH-5 EFH-5 EFH-7 EFH-5 3 3 2 2 n d n d 4 4 n d cotas en cm Planta Seccion natural Terreno ENCEPADO DEL GRUPO DE DOS PILOTES CPE-2 10 10 10 15 H 5 5 5 B A 5 5 10 15 H D variable >20 D D A (D+40) 3/6 \A1;D \A1;D \A1;>20 \A1;D \A1;(D+40) 3/6 \A1;15 \A1;10 \A1;5 \A1;5 \A1;variable \A1;A \A1;H D D >20 11 11 n d 1 1 n d D (D+40) 3/6 15 10 5 5 PILOTES-A-H-n -d -n -d EFH-7 EFH-5 EFH-7 natural Terreno cotas en cm Planta Seccion variable A H ENCEPADO DEL GRUPO DE TRES CPE-3 5 >20 D 15 10 D >20 5 5 5 variable 5 5 5 D H A \A1;5 \A1;>20 \A1;D \A1;D \A1;>20 \A1;5 \A1;variable \A1;5 \A1;5 \A1;H \A1;15 \A1;10 \A1;A \A1;5 \A1;5 \A1;5 \A1;D 5 >20 D D >20 5 variable 5 5 Seccion CPE-4 ENCEPADO DEL GRUPO DE CUATRO PILOTES H 15 10 A 5 5 5 D n d 11 11 1 1 n d Planta cotas en cm EFH-7 EFH-5 EFH-7 Terreno natural A-H-n -d -n -d 1 11 11 1 C B 5 5 5 C B B C 5 5 5 5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;C \A1;B \A1;B \A1;C \A1;B \A1;B \A1;C \A1;5 \A1;5 \A1;B \A1;5 \A1;C Seccion Seccion 1 4 1 3 1 4 3 1 EFH-7 n d EFH-5 n d EFH-5 EFH-5 n d n d EFH-5 EFH-5 n d n d EFH-5 EFH-5 n d EFH-5 n d EFH-7 1 3 4 1 3 1 4 1 1 4 1 3 1 4 3 1 n d n d n d n d 5 5 L 5 5 C B B C B B C L 5 5 B 1 3 4 3 4 1 VIGA DE ARRIOSTRAMIENTO cotas en cm Seccion EFH-7 EFH-5 EFH-5 EFH-5 EFH-5 L 5 C B-C-L-n -d -n -d -n -d CPE-5 D 2.5 2.5 50 o D 5 20 > 4 \A1;2.5 \A1;2.5 \A1;> 4 \A1;20 \A1;5 \A1;50 o D \A1;D EFH-5 EFH-7 2.5 2.5 > 4 20 5 50 o D El pilote representado no presupone tipo cotas en cm cotas en cm D AZUCHE-N-D-L-S. HORMIGONADO-CEMENTO GRUPO DE PILOTES DE DESPLAZAMIENTO CON CPI-2 50 o D 5 20 > 4 3D D \A1;3D \A1;> 4 \A1;20 \A1;5 \A1;50 o D \A1;D 3D > 4 20 5 50 o D EFH-5 EFH-7 D El pilote representado no presupone tipo cotas en cm cotas en cm DE GRAVAS N-D-L-S-HORMIGONADO-CEMENTO GRUPO DE PILOTES DE DESPLAZAMIENTO CON TAPON CPI-3 50 o D 5 > 4 D \A1;> 4 \A1;5 \A1;50 o D \A1;D > 4 5 50 o D EFH-5 EFH-7 D El pilote representado no presupone tipo cotas en cm RECUPERABLE N-D-L-S-HORMIGONADO-CEMENTO GRUPO DE PILOTES DE EXTRACCION CON ENTUBACION CPI-4 50 o D 5 20 C > 4 D \A1;C \A1;20 \A1;> 4 \A1;5 \A1;50 o D \A1;D C 20 CPI-1 > 4 5 50 o D EFH-5 EFH-7 D El pilote representado no presupone tipo cotas en cm PERDIDA N-D-L-S-C-HORMIGONADO-CEMENTO GRUPO DE PILOTES DE EXTRACCION CON CAMISA CPI-5 400 D > 4 5 50 o D \A1;50 o D \A1;> 4 \A1;400 \A1;5 \A1;D 50 o D > 4 400 5 EFH-5 EFH-7 cotas en cm D El pilote representado no presupone tipo cotas en cm LODOS TIXOTROPICOS N-D-L-S-HORMIGONADO-CEMENTO GRUPO DE PILOTES PERFORADOS SIN ENTUBACION CON CPI-6 50 o D 5 20 > 4 600 o 9D D \A1;D \A1;600 o 9D \A1;> 4 \A1;20 \A1;5 \A1;50 o D D 600 o 9D > 4 20 5 50 o D EFH-5 EFH-7 cotas en cm El pilote representado no presupone tipo N-D-L-S. HORMIGONADO-CEMENTO GRUPO DE PILOTES BARRENADOS SIN ENTUBACION CPI-7 50 o D 5 20 > 4 600 o 9D D \A1;600 o 9D \A1;> 4 \A1;20 \A1;5 \A1;50 o D \A1;D 600 o 9D > 4 20 5 50 o D HORMIGONADO-CEMENTO D cotas en cm EFH-5 EFH-7 El pilote representado no presupone tipo POR TUBO CENTRAL DE BARRENA-N-D-L-S. GRUPO DE PILOTES BARRENADOS. HORMIGONADO CPI-8 <1.3D D >6 D 2.5 3D 3D 3D 3D D D \A1;<1.3D \A1;D \A1;D \A1;>6 \A1;2.5 \A1;3D \A1;3D \A1;3D \A1;3D \A1;D \A1;D <1.3D D D >6 Azuche normal en punta Alzado Planta Alzado Azuche especial para roca Planta cotas en cm Seccion Seccion 2.5 3D 3D 3D 3D D D CPP-1 PILOTE PREFABRICADO-D-R-AZUCHE-CEMENTO Planta Planta cotas en cm Los pilotes representados no presuponen tipo D S S S L > 100 > 50 > 5 \A1;S \A1;> 5 \A1;> 50 \A1;> 100 \A1;L \A1;S \A1;S \A1;D S > 5 > 50 > 100 L S S D del encepado Nivel inferior Planta Los pilotes representados no presuponen tipo cotas en cm Alzado CPP-1 AZUCHE-CEMENTO GRUPO DE PILOTES PREFABRICADOS-n-D-L-S-T CPP-2 A 5 B 5 10 10 5 H 15 10 10 10 20 20 \A1;20 \A1;20 \A1;10 \A1;10 \A1;10 \A1;10 \A1;10 \A1;15 \A1;H \A1;5 \A1;5 \A1;5 \A1;B \A1;A n d 3 3 20 20 10 10 4 3 2 1 4 3 2 1 A-B-H-n -d -n -d -n -d -n -d n d 1 1 EFH-7 EFH-5 EFH-5 EFH-7 EFH-5 3 3 2 2 n d n d 4 4 n d cotas en cm Planta Seccion natural Terreno ENCEPADO DEL GRUPO DE DOS PILOTES CPE-2 10 10 10 15 H 5 5 5 B A

Language	N/A
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, concrete, details, DWG, FOUNDATION, foundations, fundament, piles, plan, plans