Culvert — 24 Inch Steel Pipe DWG Block for AutoCAD

Culvert — 24 Inch Steel Pipe DWG Block for AutoCAD

Using corrugated steel, unreinforced concrete heads and gravel concrete footing–designed for use with barriers and gutters that minimize risk of overflows.

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

corrugated metal pipes tmc, – are pipes formed by corrugated steel plates, galvanized joined by bolts, the sewer tmc, – this pipe is a product of great structural strength, the section of these pipes, – can be various forms: circular, elliptical, vaulted, or arched, with bolted seams, – that confer greater structural capacity, forming an almost hermetic pipe, easy to assemble, materials :, technical specifications, variable thickness see table, space between circumferential holes, longitudinal cost, always overlap in the direction of flow, flow, circumferential seam, detail sewer type tmc, section a’-a ‘, variable diameter see table, var., var., foundation area, concrete walls, stone embossed, coating, compacted, affirmed , tooth, ground level, natural, terrain, section cc, cut aa, protection, discharge, section dd, proy. of, head, wing, wing plant, section ee, section ff, elevation, tmc – corrugated metal pipe, location of culverts, progressive, diameter, length, slope, minimum, height, height, maximum, weights and heights of coverage – minimum and maximum, diameter, area, minimum, weight, simple concrete, concrete

Raw text data extracted from CAD file:

TUBERIA METALICA CORRUGADA TMC - SON TUBERIAS FORMADAS POR PLANCHAS DE ACERO CORRUGADO, GALVANIZADO UNIDAS POR PERNOS DE LA ALCANTARILLA TMC - ESTA TUBERIA ES UN PRODUCTO DE GRAN RESISTENCIA ESTRUCTURAL, LA SECCION DE ESTAS TUBERIAS - PUEDEN SER DIVERSAS FORMAS: CIRCULARES, ELIPTICAS, ABOVEDADAS, O DE ARCO, CON COSTURAS EMPERNADAS - QUE CONFIEREN MAYOR CAPACIDAD ESTRUCTURAL, FORMANDO UNA TUBERIA CASI HERMETICA, DE FACIL ARMADO MATERIALES: - ACERO FY(MIN)=23 kg/mm2 ( AASTHO M-218-M-167,ASTM-569) - ACERO FY(ROTURA)=31 kg/mm2 ( AASTHO M-218-M-167,ASTM-569) - GALVANIZADO DE BAÑO CALIENTE ZINC, CON RECUBRIMIENTO MINIMO DE 90 MICRAS POR LADO-ASTM-A-123 - LAS TMC TENDRAN ADICIONALMENTE, GANCHOS DE CARQUIO Y PERNOS DE ANCLAJE-ASTM 153-A-449 ESPECIFICACIONES TÉCNICAS R E D A C I L B U P E U R E P L \A1;1 Anillo 0.81m \A1;DIAMETRO VARIABLE \A1;Diametro variable VER TABLA \A1;68mm \A1;68mm \A1;68mm \A1;13mm -22.89063184288713 -22.89063184288713 -22.89063184288713 -22.89063184288713 ESPESOR VARIABLE VER TABLA 1 Anillo 0.81m Espacio entre huecos circunferenciales Costuta Longitudinal Traslape siempre en dirección del flujo FLUJO Costura Circunferencial 5 DETALLE ALCANTARILLA TIPO TMC SECCION A'-A' Diametro variable VER TABLA A' A' .80 135° 1.55 1.43 1.43 .20 .10 .20 1.00 1.20 1.20 1.37 1.36 1.36 .20 .10 .20 135° 2.70 .20 .34 .60 .34 .20 .00 .20 \A1;2.50 max. .15 .25 .25 .30 var. .60 .45 .20 .40 .60 .40 .20 3.00 .20 .25 .25 .60 .30 .25 1.00 .30 .30 Var. .50 .10 Var. .50 .30 .30 .50 1.25 .50 .30 1.10 .30 .30 .30 .10 .60 .50 .25 .60 .25 .20 .20 .20 .30 .25 1.00 .30 .20 .30 .30 .30 .25 .60 .25 .30 .30 .20 .30 1.25 .30 .20 1.20 1.36 .20 135° 2.70 135° .48 1.43 .20 .10 .20 1.00 1.20 .20 .10 .20 3.40 .30 .20 .15 2.70 .15 .20 .15 .20 .30 R.30 .15 .40 .60 .30 .35 2.70 .35 .60 .15 1.00 .30 .50 .40 .60 .20 .10 .20 1.00 .40 .15 .30 .30 .60 .45 .20 .60 .40 .80 .20 1 0 1:100 2 1 4 3 2 3 4 6 5 7 F 8 9 E D 25 1:250 6 5 7 9 8 10 0 1:150 2 1 5 4 3 7 6 1:200 10 9 8 0 5 10 15 0 5 10 15 1:333.3 20 0 5 15 10 20 25 30 1:500 5 0 15 10 20 C B A 60 35 30 40 1:750 0 10 30 20 40 50 1.70 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Área de cimentación concreto f'c=140kg/cm2 Muros de concreto f'c=175kg/cm2 5 5 5 PIEDRA EMBOQUILLADA REVESTIMIENTO DE 2.50 max. COMPACTADO AFIRMADO DIENTE NIVEL TERRENO NATURAL (Para S <0.2 m/m) PROTECCION DE DESCARGA TIPO P1 TERRENO 5 5 5 5 var. 5 5 5 5 5 5 5 3.00 5 ALCANTARILLA TMC Ø = 24'' MATERIAL SELECCIONADO COMPACTADO PROCTOR >85% MATERIAL SELECCIONADO COMPACTADO C/0.30 cms. 5 5 5 5 5 5 5 5 Var. 5 5 Var. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION C-C ESC:1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A ESC:1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Área de cimentación Muros de concreto f'c=175kg/cm2 PROTECCION DE DESCARGA PLANTA DE ALCANTARILLA TMC Ø = 24'' ESC:1/50 5 e=2.00mm TMC d=26" .30 5 5 5 5 5 5 5 5 5 COMPACTADO AFIRMADO REVESTIMIENTO DE PIEDRA EMBOQUILLADA SECCION D-D ESC:1/25 DIENTE PROY. DE REVESTIMIENTO DE PIEDRA EMBOQUILLADA 5 5 5 5 5 5 5 5 5 5 CABEZAL 5 ALA ALA e=2.00mm TMC d=26" 5 5 5 5 5 5 5 PLANTA DEL ALA ESC:1/25 SECCION E-E ESC:1/25 5 5 5 5 5 5 5 5 5 5 5 ALA MTC d 24" SECCION F-F ESC:1/25 ELEVACION ESC:1/25 TMC - TUBERIA METALICA CORRUGADA LOCALIZACION DE ALCANTARILLAS 0+237 PROGRESIVA 01 N° (Km) 24 5.07 3.00 0.30 DIÁMETRO Ø(") LONGITUD L(m) PENDIENTE ( % ) MÍNIMA h(cm) ALTURA 48 60 24 0.64 1.13 1.77 1.50 0.60 1.20 Ø(") H(cm) Altura A(cm2) D(m) h(cm) máxima PESOS Y ALTURAS DE COBERTURA - MINIMAS Y MAXIMAS DIAMETRO DIAMETRO AREA ALTURA MINIMA ESPESOR SIN REVESTIMIENTO(mm) Peso (kg/m) 1.80 máxima H(cm) Altura (kg/m) Peso 2.00 Altura H(cm) máxima Peso (kg/m) 2.50 15.90 93.58 máxima Altura H(cm) (kg/m) Peso 3.00 15.80 143.00 H(cm) Altura máxima (kg/m) 3.30 Peso H(cm) Altura máxima (kg/m) Peso 4.00 0.30 0.30 0.30 0.30 f'c=175Kg/Cm2+30PM Concreto Simple Concreto f'c=175Kg/Cm2 Cº140 KG/CM2 Cº f'c=175kg/cm2+30%MD Cº f'c=175kg/cm2+30% P.M. 5 0+933 02 24 5.07 3.00 0.30 3+070 03 24 5.07 3.00 0.30 3+320 04 24 5.07 3.00 0.30 4+640 05 24 5.07 3.00 0.30 6+631 06 24 5.07 3.00 0.30 7+115 07 24 5.07 3.00 0.30 8+905 08 24 5.07 3.00 0.30 9+940 09 24 5.07 3.00 0.30 10+980 10 24 5.07 3.00 0.30 A1 ESC:1:50 Cº f'c=175kg/cm2+30% P.M.

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, block, bridge, concrete, corrugated, culvert, DWG, pipe, steel