Catch Basin Floodgate DWG Detail for AutoCAD

Catch Basin Floodgate DWG Detail for AutoCAD

Catch Basin Floodgate – Details

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

Oist, Iso, Consultants cia ltda., Consortium waters of curumuy, Nippon koei, Consulting engineers, Ministry of construction sanitation, Sanitation sector reform program, variable, variable, precompression, precompression, flow, Jonke, July, Subsystem of water production, Ing. Virgilio doig, Ing. Emilio saenz h., Of sheet:, status:, Supervising boss:, Gte. draft:, plane of:, Surface for piura castilla, supervisor:, draft, Signatures:, Scale: indicated, drawing:, Cpi, Definitive rethinking, The built, Curumuy treatment plant, Cut cut, Filters, Lateral elevation, scale, Drawn view without gate, Stem protector, Position indicator, Lifting mechanism, Stem protector, Rod guide, Leaves, Lifting rod, stem, Union bocamaza, Leaves, steel, Threshold frame, lintel, Gate body, item, Cant, material, denomination, principal, note:, To facilitate the assembly of the dam its leaving reinforcement protruding in the trunks for the second stage concrete, Concrete first stage, Second stage concrete with small grain fractions use polypropylene fiber, Note: three wedges on threshold, scale, detail, Measured in millimeters inches, Units in millimeters inches, section, scale, Note: pairs of wedges per side, Units in millimeters inches, scale, detail, detail, steel pipe, aeration, tube of, water flow, Secondary concrete contour, End of guides, stem, Axis, seal, steel, stainless, reinforcement, Anchorage be, Soldiers, During assembly, flow, reinforcement, Wedges, iron, Ironing board, Hexagonal head bolt, From broce, Conical head bolt, bronze, seal, stainless, steel, seal, reinforcement, Soldiers, During assembly, Anchorage be, Conical head bolt, From broce, seal, steel, stainless, seal, bronze, reinforcement, Anchorage be, During assembly, Soldiers, Wedges, cradle, bronze, Machined surfaces, Technical specifications, I. rule, Din, Ii. materials, Structural elements sealing plates in the guides sealing plates in the body of the gate sealing wedges in the guides sealing wedges in the body of the gate bolts nuts in the gate in contact with water bolts nuts out of water threaded rod of lifting Lifting nut conical gears

Raw text data extracted from CAD file:

\A1;1.00 \A1;.35 \A1;1.20 \A1;1.42 \A1;.10 \A1;.95 OIST ISO 9001 - 2000 CONSULTORES Cía Ltda. CONSORCIO AGUAS DE CURUMUY NIPPON KOEI CO.,LTD. NK Consulting Engineers Ministerio de Vivienda, Construccion y Saneamiento PROGRAMA DE APOYO A LA REFORMA DEL SECTOR SANEAMIENTO \A1;.40 \A1;.15 \A1;.25 \A1;.45x.45 \A1;.10 \A1;.25x.25 \A1;.43 \A1;.15 \A1;.20 \A1;.25 \A1;.15 \A1;.09 \A1;.25 \A1;.25 \A1;.20 \A1;.26 \A1;.12 \A1;.300 \A1;Ø1.20 \A1;.12 \A1;.35 \A1;.40 \A1;\A1;1.\S3/4;" \A1;\A1;\S1/4;" \A1;\A1;\S1/4;" \A1;120 \A1;10 \A1;1.1/2" \A1;15 \A1;18 \A1;10 \A1;10 \A1;51 \A1;5 \A1;\A1;\S1/4;" \A1;\A1;3.\S1/2;" \A1;10 \A1;10 \A1;10 \A1;1.1/2" \A1;\A1;1.\S1/2;" \A1;10 \A1;\A1;\S3/4;" \A1;\A1;\S3/8;" \A1;\A1;\S3/8;" \A1;8 \A1;5 \A1;10 \A1;1.1/2" \A1;25 \A1;Ø56 \A1;3/8" \A1;3/8" \A1;8 \A1;5 \A1;10 \A1;120 \A1;Ø1/2" ±0.00 E-1 \A1;120 \A1;\A1;1.\S1/2;" \A1;40 \A1;20 \A1;103.5~100 \A1;20 \A1;120 \A1;5 \A1;8 \A1;\A1;\S3/8;" \A1;\A1;\S3/8;" - \A1;.25 \A1;.305 \A1;.25 \A1;.10 \A1;.30 \A1;.15 \A1;.25 \A1;.10 \A1;.35 \A1;\A1;\S1/4;" \A1;1.1/2" \A1;2" \A1;40 \A1;\A1;\S3/4;" \A1;\A1;\S3/4;" \A1;2" \A1;140 \A1;250 \A1;5 \A1;8 \A1;3/8" \A1;3/8" \A1;Ø56 \A1;5 \A1;\A1;1.\S3/4;" \A1;10 \A1;18 \A1;15 \A1;1.1/2" \A1;120 \A1;\A1;\S1/4;" \A1;\A1;3.\S1/2;" \A1;10 \A1;51 \A1;120 \A1;\A1;\S3/8;" \A1;\A1;\S3/8;" \A1;8 \A1;5 \A1;25 \A1;1.1/2" \A1;10 \A1;10 \A1;10 \A1;\A1;\S1/4;" \A1;\A1;\S1/4;" \A1;\A1;\S3/4;" \A1;\A1;1.\S1/2;" \A1;1.1/2" \A1;10 \A1;10 \A1;10 \A1;5 \A1;8 \A1;\A1;\S3/8;" \A1;\A1;\S3/8;" \A1;Ø1/2" \A1;120 \A1;10 \A1;120 \A1;\A1;1.\S1/2;" \A1;40 \A1;20 \A1;103.5~100 \A1;20 \A1;\A1;\S1/4;" \A1;1.1/2" \A1;2" \A1;40 \A1;\A1;\S3/4;" \A1;\A1;\S3/4;" \A1;2" \A1;140 \A1;250 \A1;.25x.25 \A1;.53 \A1;.09 \A1;.12 \A1;.320 \A1;h= variable \A1;.30 \A1;.15 \A1;Canal h= variable \A1;.03 \A1;.35 \A1;.35 \A1;.50 \A1;.35 \A1;.50 \A1;4.39 \A1;100 \A1;6 \A1;49 \A1;6 \A1;40 \A1;107 \A1;80 \A1;1266 (1272) \A1;50 \A1;6 \A1;99 \A1;9.5 \A1;40 \A1;6 \A1;1400 \A1;1260 \A1;200 \A1;200 \A1;1430 \A1;86 \A1;1255 \A1;95.5 \A1;200 \A1;4 PRECOMPRESION \A1;6 \A1;86 \A1;9.5 \A1;80 \A1;\U+220525 \A1;135 \A1;25 \A1;60 \A1;10 \A1;160 \A1;65 \A1;6 \A1;6 \A1;19 \A1;45 \A1;70 \A1;45° \A1;12 \A1;60 \A1;10 \A1;\U+220526 \A1;13 \A1;26 \A1;40 \A1;1478 \A1;516 \A1;481 \A1;481 \A1;285 \A1;285 \A1;285 \A1;64 \A1;6 \A1;180 (TIP.) \A1;180 (TIP.) \A1;124 \A1;114 \A1;124 \A1;96 \A1;114 \A1;96 \A1;114 \A1;180 (TIP.) \A1;17 \A1;Ø2" \A1;Ø2" \A1;190 \A1;190 \A1;425 \A1;285 \A1;285 \A1;6 \A1;40 \A1;50 \A1;6 \A1;80 \A1;89.5 \A1;4 PRECOMPRESION \A1;17 \A1;100 \A1;6 \A1;6 \A1;40 \A1;568 \A1;425 \A1;6 \A1;61 \A1;1308 \A1;17 \A1;1330 \A1;51 \A1;50 \A1;80 \A1;1276 \A1;20 \A1;107 \A1;1260 \A1;365 \A1;200 \A1;100 \A1;365 \A1;80 \A1;50 \A1;40 \A1;40 \A1;40 \A1;90 \A1;80 \A1;6 \A1;80 \A1;50 \A1;40 \A1;80 \A1;6 \A1;6 \A1;89.5 \A1;200 \A1;6 \A1;40 \A1;80 \A1;50 \A1;40 \A1;R6 \A1;63 \A1;28 \A1;40 \A1;23 \A1;19 \A1;50 \A1;63 \A1;63 \A1;88 \A1;50 \A1;159 \A1;63 \A1;63 \A1;6 \A1;20 \A1;12 \A1;30 \A1;47 \A1;R3 \A1;19 \A1;80 \A1;22 \A1;17 \A1;7 \A1;25 \A1;1266 \A1;2440 \A1;2340 \A1;1260 \A1;2444 \A1;100 \A1;134 \A1;60 \A1;530 \A1;2440 \A1;100 \A1;690 \A1;40 \A1;80 \A1;80 \A1;1400 \A1;130 \A1;130 \A1;1430 \A1;9.5 \A1;80 \A1;44 \A1;50 \A1;95.5 \A1;107 \A1;6 \A1;89.5 \A1;130 \A1;285 \A1;285 \A1;285 \A1;9.5 \A1;9.5 \A1;105 \A1;50 \A1;235 \A1;50 \A1;235 \A1;50 \A1;235 \A1;50 \A1;105 \A1;6 \A1;50 \A1;50 \A1;114 \A1;1278 \A1;Ø2" \A1;30 \A1;59 \A1;30 \A1;1430 \A1;50 \A1;1396 \A1;1276 \A1;9.5 \A1;6 \A1;425 \A1;568 \A1;6 \A1;50 \A1;235 \A1;50 \A1;51 \A1;200 \A1;45° \A1;150 \A1;250 \A1;9.5 \A1;425 \A1;6 \A1;403 \A1;460 \A1;403 \A1;48 \A1;61 \A1;1300 \A1;1338 \A1;1400 \A1;1430 \A1;.04 \A1;.02 FLUJO PT-06-H-05/0 JONKE JULIO 2007 SUBSISTEMA DE PRODUCCIÓN DE AGUA ING. VIRGILIO DOIG ING. EMILIO SAENZ H. N° DE LAMINA: STATUS: JEFE SUPERVISION: GTE. PROYECTO: PLANO DE: SUPERFICIAL PARA PIURA - CASTILLA SUPERVISOR: PROYECTO SIGNATURAS: ESCALA: INDICADA DIBUJO: C.I.P 11236 C.I.P 16561 REPLANTEO DEFINITIVO AS BUILT PLANTA DE TRATAMIENTO CURUMUY CORTE A Y CORTE B FILTROS 5 5 1.20 1.42 5 5 5 5 5 .45x.45 5 .25x.25 5 5 5 5 5 .09 5 5 5 5 5 5 Ø1.20 5 5 5 ELEVACION LATERAL ESCALA 1:12.5 ESCALA 1:12.5 VISTA "1" DIBUJADA SIN COMPUERTA PROTECTOR DE VASTAGO E INDICADOR DE POSICION A-36 1 8 7 MECANISMO DE IZAJE 1 6 1 A-36 PROTECTOR DE VASTAGO GUIA DE VASTAGO A-36 1 5 4 1 SAE 1045 VASTAGO ROSCADO DE IZAJE Ø2" X 1/4" VASTAGO BOCAMAZA DE UNION CUERPO/ SAE 1045 1 3 2 1 ACERO MARCO DE GUIAS, UMBRAL Y DINTEL CUERPO DE COMPUERTA 1 1 ITEM CANT. MATERIAL DENOMINACION PRINCIPAL NOTA: PARA FACILTAR EL MONTAJE DE LA COMPUERTA Y SUS PARTES, DEJAR ARMADURA SALIENTE EN LAS CAJUELAS PARA EL CONCRETO DE SEGUNDA FASE - CONCRETO PRIMERA FASE - CONCRETO SEGUNDA FASE CON FRACCIONES DE GRANO PEQUEÑO (MAX 1"), O UTILIZAR FIBRA DE POLIPROPILENO NOTA: Tres cuñas en umbral ESCALA 1:2.5 DETALLE "A" MEDIDAS EN MILIMETROS Y PULGADAS 5 \A1;1.\S3/4;" 5 5 18 5 1.1/2" 5 5 Ø1200 \A1;\S1/4;" \A1;\S1/4;" \A1;\S1/4;" UNIDADES EN MILIMETROS Y PULGADAS SECCION 1-1 ESCALA 1:2.5 NOTA: 3 pares de cuñas por lado Ø1200 Ø1200 \A1;3.\S1/2;" \A1;\S3/4;" 5 \A1;1.\S1/2;" 1.1/2" 5 5 5 5 8 \A1;\S3/8;" \A1;\S3/8;" UNIDADES EN MILIMETROS Y PULGADAS ESCALA 1:2.5 DETALLE "B" 51 Ø1/2" 5 5 5 8 3/8" 3/8" Ø<> 5 1.1/2" 5 8 7 6 5 4 3 1 2 DETALLE "A" DETALLE "B" TUBO DE ACERO Ø1.20 AIREACION Ø4" TUBO DE PVC-A 7.5 FLUJO DE AGUA CONTORNO CONCRETO SECUNDARIO 2 FIN DE GUIAS 4 vástago Eje del Sello acero inoxidable L 4"x4"x3/8" Refuerzo #1/4" Anclaje a ser soldados durante el montaje L 4"x4"x3/8" FLUJO L 2"x2"x1/4" L 4"x4"x3/8" Refuerzo #1/4" Cuñas fierro 3/8" Plancha de Ø5/8"x4" Perno cabeza hexagonal 3/8"x1" de broce Perno cabeza cónica bronce Sello inoxidable acero Sello L 4"x4"x3/8" Refuerzo #1/4" soldados durante el montaje Anclaje Ø1/2" a ser L 4"x4"x3/8" Perno cabeza cónica 3/8"x1" de broce Sello acero inoxidable Sello bronce Refuerzo #1/4" L 4"x4"x3/8" Anclaje Ø1/2" a ser durante el montaje soldados Cuñas cuña bronce 5 Superficies maquinadas \A1;1.\S1/2;" 5 5 103.5~100 5 ESPECIFICACIONES TECNICAS I. NORMA DIN 19704 II. MATERIALES ELEMENTOS ESTRUCTURALES PLATINAS DE SELLADO EN LAS GUIAS PLATINAS DE SELLADO EN EL CUERPO DE LA COMPUERTA CUÑAS DE SELLADO EN LAS GUIAS CUÑAS DE SELLADO EN EL CUERPO DE LA COMPUERTA PERNOS Y TUERCAS EN LA COMPUERTA EN CONTACTO CON AGUA PERNOS Y TUERCAS FUERA DE AGUA VASTAGO ROSCADO DE IZAJE TUERCA DE IZAJE ENGRANAJES CONICOS (PIÑON/RUEDA)

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, basin, DETAIL, details, DWG, floodgate, kläranlage, treatment plant