Pit Junction Box DWG Detail for AutoCAD

Pit Junction Box DWG Detail for AutoCAD

Detail pit junction box for sizes 76 to 122cm with junctions 38 to 76cm. The detail is a scanning plane made by the former Minister of Human Settlements and Public Works (SAHOP).

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

Variable, Minimum, Lateral slab, Union box well, Cm cm diameter of cm., Frame, Lateral slab, Vars type ii, Lock, Slab superior, Frame, Vars type ii, Slab inferior, Type stirrup iii, Type vars, Lock, Frame, Vars type ii, Type stirrup iii, Type vars, Vars type ii, Type vars, Vars type ii, Discontinuous line indicates rods in the low bed., The length of the rods is included in the hook., Type vars, The rods are tied to the floor armored to the beams, Var type ii, Vars type ii, Steel fatigue is, The distances are given in centimeters., Concrete resistance the days is of, The distances between rods are center centered., Vars type ii, Notes, Vars type ii, Frame, Type vars, Var center iv type, Vars type ii, Vars type ii the vars. They will be tied to the armored floor of the beams, Var type ii, Type stirrups iii, Var type iv to the center, Type vars, Var type ii center, Vars type ii, The tie rods are tied with rods, Frame, Vars type ii, The tie rods are tied with rods, Material list, Weight, Var., Sketch, Of type, Type, Iii, Iii, Long Of each type, Diameter, Num Of, Rods, Long, Vars., Long, Total, Weight, Total, Concrete volume half cane, Concrete volume, Iii, Concrete volume half cane, Total length of rod, Variable, Minimum, Plant, Cut, Slab superior, Lateral slab, Slab, Brocal concrete cover f.f., Stairs with rod of, Lateral slab, Frame, Lock, Frames, Lock, Lateral slab, Slab inferior, Source: plane v.c. From the extinct sahop

Raw text data extracted from CAD file:

25 165 25 25 137 30 25 165 25 10 22 148 22 10 30 137 25 25 165 25 5 27 128 5 27 27 165 25 25 25 142 25 25 142 25 30 25 165 25 30 30 128 30 192 25 167 122 76 128 40 30 Variable Mínimo 60 25 20 60 25 165 25 122 76 130 LOSA LATERAL C POZO CAJA DE UNION DIAMETROS DE 76 A 122 cm ENTRONQUES DE 38 A 76 cm. MARCO "A" LOSA LATERAL D 2 Vars tipo II d1/2"@ 5cm. TRABE E LOSA SUPERIOR MARCO "A" Vars tipo II d3/8"@10cm LOSA INFERIOR (PISO) 1 Estribo tipo III d3/8" 2 Vars tipo V d1/2"@15cm TRABE B TRABE "E" MARCO "A'' 2 Vars tipo II d1/2"@18cm I Estribo tipo III d1/2" 3 Vars tipo V d1/2" @10cm 2 Vars tipo II d1/2"@19cm. 8 Vars tipo V d1/2" @10cm 2 Vars tipo II d1/2"@19cm 2 Vars tipo II d1/2"@18cm -LA LINEA DISCONTINUA INDICA VARILLAS EN EL LECHO BAJO. -EN LA LONGITUD DE LAS VARILLAS ESTA INCLUIDO EL GANCHO. 7 Vars tipo V d1/2" @10cm LAS VARILLAS SE AMARRAN AL ARMADO DEL PISO Y AL DE LAS TRABES 1 Var tipo II d1/2" 2 Vars tipo II d1/2"@90cm -LA FATIGA DEL ACERO ES DE 1,265 KG/CM2. -TODAS LAS DISTANCIAS ESTAN DADAS EN CENTIMETROS. -LA RESISTENCIA DEL CONCRETO A LOS 28 DIAS ES DE 140 KG/CM2. -LAS DISTANCIAS ENTRE VARILLAS SON DE CENTRO A CENTRO. 2 vars tipo II d1/2"@30cm NOTAS : Vars tipo II d1/2" 6 Vars tipo II d1/2"@8cm MARCO A 2 Vars tipo I d3/8" @16cm 1 Var tipo IV d3/8" Centro A 25 13 Vars tipo II d1/2"@10cm. 6 Vars tipo II d1/2"@30cm. Las vars. se amarran al armado del piso y de las trabes 165 25 25 137 30 25 165 25 10 22 148 22 10 1 Var tipo II d1/2" 30 137 25 25 165 25 5 27 128 27 5 27 165 25 25 Estribos tipo III d3/8"@15cm Estribos tipo III d3/8"@15cm Estribos tipo III d3/8"@15cm Estribos tipo III d3/8"@15cm 1 Var tipo IV d1/2" al centro 2 Vars tipo I d1/2"@16cm 2 Vars tipo I d1/2"@8cm 2 Vars tipo I d3/8"@8cm 1 Var tipo II d3/8" centro 2 Vars tipo II d3/8"@16cm 25 142 25 25 142 25 Varillas amarradas a las trabes y a los marcos MARCO "A" MARCO "A" 2 Vars tipo II d1/2" @10cm 30 25 165 25 30 Varillas amarradas a las trabes y a los marcos 30 128 30 LISTA DE MATERIAL PESO VAR. kg CROQUIS DE TIPO TIPO I 110 I 110 IV 110 II 182 III 16 I 110 I 110 IV 110 35 46 V 60 II 230 III 25 182 II 205 II 182 II 182 II 205 II 53 - II 45 II 105 II 185 LONG. DE CADA TIPO A B C D 16 35 46 - - 22 22 72 62 - 22 - 72 31 62 - - - - DIAMETRO 3/8" " " " " 1/2" " " 1/2" " " 1/2" " 1/2" " " " 3/8" 1/2" NUM. DE VARILLAS 4 4 2 10 24 4 4 2 6 4 4 13 6 2 6 4 4 4 4 LONG. VARS. CM LONG. TOTAL CM PESO TOTAL kg 436 2.18 1744 8.72 436 2.18 1744 8.72 432 2.16 864 4.32 212 1.06 2120 10.60 78 0.39 1872 9.36 436 4.36 1744 17.44 436 4.36 1744 17.44 432 4.32 864 8.64 274 2.74 1644 16.44 260 2.60 1040 10.40 106 1.06 412 4.12 235 2.35 3055 30.55 212 2.12 1272 12.72 212 2.12 424 4.24 235 2.35 1410 14.10 85 0.85 340 3.40 75 0.75 300 3.00 135 0.67 540 2.70 215 2.15 860 8.60 VOLUMEN CONCRETO MEDIA CAÑA VOLUMEN CONCRETO 0.586 m3 2.182 m3 A B C A A B B A I II III IV D A C V D 182 - - 22 - - - 62 - II - - - 8.48 848 2.12 212 4 " 182 23 - - - - - - - - - - - - - - - - - - - - - - - - 25 62 - 25 40 - - - - 9.40 940 2.35 235 4 " 17.12 1712 2.14 214 8 " 16.94 1694 2.42 242 7 " 205 II V 47 50 V - 102 206 0.51 103 2 3/8" - - 73 II II 93 - - " 2 123 0.61 246 122 - II 113 - - " 2 143 0.71 286 142 - II 130 - - " 2 160 0.80 320 160 - II 145 - - " 2 175 0.87 350 174 - II 165 - - " 2 195 0.97 390 194 - II 50 - - " 2 80 0.40 160 0.80 - II 40 - - " 2 70 0.35 140 0.70 - II 90 - - " 2 120 0.60 240 1.20 - II 75 - - " 2 105 0.52 210 1.04 - 270.47 kg VOLUMEN CONCRETO MEDIA CAÑA LONGITUD TOTAL DE VARILLA 32769 cm 192 25 167 122 76 128 40 30 Variable Mínimo 60 25 20 60 25 165 25 122 76 130 PLANTA CORTE A-A A Losa superior Losa lateral "D" Losa inferior(piso) Brocal y tapa de concreto o f.f. Escaleras con varilla de 1"d Losa lateral "C" MARCO "A" TRABE "E" TRABE "B" TRABE "B" MARCOS A TRABE B TRABE E LOSA LATERAL C LOSA LATERAL D LOSA INFERIOR FUENTE: PLANO V.C. 1987 DE LA EXTINTA SAHOP

Language	N/A
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, box, cm, DETAIL, DWG, einrichtungen, facilities, gas, gesundheit, junction, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, pit, provision, sizes, wasser bestimmung, water