Concrete Pipe Achorage DWG Block for AutoCAD

Anchor concrete pipes – Specifications – Dimensions

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

Km km, cut, plant, Simple type drinking water home connection, Typical connection diameter, projection, Concrete slab, scale:, Union class, Nipple of minimum length m. Class, Lining tube mm. Csn., Pipe conduction class, Double curve hookah, With flange, Nipple socket wrench, Fºfº clamp., Key of passage class, Class elbow, matrix, Iron frame, Concrete floor, Concrete slab, Cap with fºg, Meter box, The limit of ownership., measurer, Key of passage class, Home connection legend, variable, Notes:, Drawing, Use vi type blocks to ix shown in, Vertical descending curves:, Presented in stock, Ascending: use blocks of type to type, Anchor blocks for driving lines:, Horizontal curves vertical curves, All blocks should be confined laterally, concrete, Such that you can completely eliminate passive pressure., Anchor blocks: horizontal curves vertical ascending curves, Type elbow anchor blocks of, Type II anchor blocks of elbow, Type anchor blocks to have, Type iii curved anchor blocks, Cement will be used portland type i., legend, Downward curve, Upward curve, Type iv curved anchor blocks, Pvc, Pvc, Pvc, Pvc, Class, material, Fine soil, Rocky ground, Pvc, Pvc, Pvc, Pvc, Class, material, Fine soil, Rocky ground, Pvc, Pvc, Pvc, Pvc, material, Fine soil, Class, Rocky ground, Pvc, Pvc, Pvc, Pvc, material, Fine soil, Class, Rocky ground, Pvc, Pvc, Pvc, Pvc, Rocky ground, Class, Fine soil, material, All dimension dimensions except where indicated. Interfering with network piping to define field deviation. Check to be able to reduce or increase the domestic connections., Cross section and root type, scale:, Location of the stretch

Raw text data extracted from CAD file:

\A1;1.00 \A1;0.30 \A1;.05 \A1;1.00 \A1;d1/2''=0.50 \A1;.05 \A1;.05 \A1;.05 \A1;VARIABLE \A1;h \A1;D \A1;D/2 \A1;D/2 \A1;D \A1;h \A1;D/2 \A1;D \A1;h \A1;b \A1;D/2 \A1;P \A1;P \A1;h \A1;b \A1;b \A1;b \A1;D/2 \A1;D \A1;h \A1;b \A1;P \A1;P \A1;P \A1;P \A1;P \A1;P \A1;P \A1;P km 0+000 - km 0+194 km 0+000 - km 0+235 km 0+240 - km 0+298 km 00+0-0 - km 0+230 km 0+235 - km 0+449 CORTE 1-1 1.00 0.30 .05 (min.) (min.) PLANTA (min.) 5 d1/2''=0.50 .05 17 6 12 .05 (min.) 5 .05 13 5 4 1 2 CONEXION DOMICILIARIA DE AGUA POTABLE TIPO SIMPLE DIAMETRO DE 15mm. - CONEXION TIPICA 14 15 16 8 8 5 11 12 10 18 9 6 17 7 5 5 6 4 3 2 1 PROYECCION LOSA DE CONCRETO Escala: 1/10 1 1 ESC.:1/10 ESC.:1/10 9.- UNION PRESION-ROSCA , PVC, CLASSE 7.5 8.- NIPLE DE LONGITUD MINIMA 0.30 m. PVC, CLASSE 7.5 6.- FORRO TUBO 100 mm. (100mm.de diametro) CSN. 5.- TUBERIA DE CONDUCCION d15mm PVC, CLASSE 7.5 4.- CACHIMBA O CURVA 45 DE DOBLE UNION-PRESION. CON PESTAÑA DE 0.05 m., PVC, CLASSE-7.5 3.- LLAVE DE TOMA (Corporation) TUERCA Y NIPLE 2.- ABRAZADERA d150mm./d100mm-PERFORADA. FºFº. CLASSE-7.5 PVC, CLASSE-7.5 10.- LLAVE DE PASO PVC, CLASSE 7.5 7.- CODO DE 45. PVC, CLASSE 7.5 1.- MATRIZ d150mm./ d100mm PVC-U. 14.- MARCO DE FIERRO 18.- SOLADO DE CONCRETO F'c=140 Kg/cm2. 16.- LOSA DE CONCRETO F'c=140 Kg/cm2. PRE-FABRICADO 15.- TAPA CON SEGURO, FºGº 17.- CAJA MEDIDOR F'c=140 Kg/cm2. 13.- CIMIENTO DEL LIMITE DE PROPIEDAD. 12.- MEDIDOR (OPCIONAL) 11.- LLAVE DE PASO PVC, CLASSE 7.5 CONEXION DOMICILIARIA - LEYENDA VARIABLE NOTAS: DESENHO IKS-PRO-02-DRE-32-012-RA USAR BLOCOS DE TIPO VI AO IX APRESENTADAS EM b.-PARA CURVAS VERTICAIS DESCENDENTES: APRESENTADO EM DESHENO IKS-PRO-02-DRE-32-011-RA ASCENDENTES: USAR BLOCOS DE TIPO I AO TIPO V 4 - BLOCOS DE ANCORAGEM PARA AS LINHAS DE CONDUÇÃO: a.-PARA CURVAS HORIZONTAIS E CURVAS VERTICAIS 5 - TODOS OS BLOCOS DEVEM SER CONFINADAS LATERALMENTE 2 6 - CONCRETO f'c=140Kgf/cm TAL MODO QUE VOCÊ PODE ELIMINAR TOTALMENTE PRESSÃO PASSIVA. BLOCOS DE ANCORAGEM: CURVAS HORIZONTAIS E CURVAS VERTICAIS ASCENDENTES TIPO I - BLOCOS DE ANCORAGEM - CODO DE 90° a h D D/2 a L L a D/2 D h a D/2 D h a TIPO II - BLOCOS DE ANCORAGEM - CODO DE 45° a L a TIPO V - BLOCOS DE ANCORAGEM PARA TÊ L b D/2 P P h a b b b TIPO III - BLOCOS DE ANCORAGEM - CURVAS 22º30' 7 - CIMENTO SERÁ USADO PORTLAND TIPO I. LEYENDA CURVA DESCENDENTE CURVA ASCENDENTE TIPO IV - BLOCOS DE ANCORAGEM - CURVAS 11º15' L a D/2 D h a b P P P P P P P P h (m) L (m) h (m) L (m) 250 PVC C-10 0.40 0.37 1.10 1.45 0.70 0.70 200 PVC 0.30 0.28 0.75 0.75 0.60 0.60 160 PVC 0.30 0.22 0.60 0.60 0.60 0.60 D<=110 PVC 0.20 0.15 0.55 0.60 0.60 0.60 CLASSE DN MATERIAL SOLO FINO a(m) b(m) SUELO ROCHOSO h (m) L (m) h (m) L (m) 250 PVC C-10 0.40 0.29 0.90 1.00 0.70 0.70 200 PVC 0.30 0.20 0.60 0.60 0.60 0.60 160 PVC 0.30 0.18 0.60 0.60 0.60 0.60 D<=110 PVC 0.20 0.13 0.55 0.60 0.60 0.60 CLASSE DN MATERIAL SOLO FINO a(m) b(m) SUELO ROCHOSO h (m) L (m) h (m) L (m) 250 PVC C-10 0.40 0.12 0.70 0.70 0.70 0.70 200 PVC 0.40 0.10 0.60 0.60 0.60 0.60 160 PVC 0.30 0.08 0.60 0.60 0.60 0.60 D<=110 PVC 0.30 0.07 0.55 0.60 0.60 0.60 DN MATERIAL SOLO FINO a(m) b(m) CLASSE SUELO ROCHOSO h (m) L (m) h (m) L (m) 250 PVC C-10 0.40 0.09 0.70 0.70 0.70 0.70 200 PVC 0.40 0.10 0.60 0.60 0.60 0.60 160 PVC 0.40 0.09 0.60 0.60 0.60 0.60 D<=110 PVC 0.40 0.08 0.55 0.60 0.60 0.60 DN MATERIAL SOLO FINO CLASSE a(m) b(m) SUELO ROCHOSO h (m) L (m) h (m) L (m) 250 PVC C-10 0.4 0.80 1.59 0.65 0.65 200 PVC 0.3 0.80 0.85 0.60 0.60 160 PVC 0.3 0.60 0.72 0.56 0.56 D<=110 PVC 0.2 0.51 0.46 0.51 0.51 SUELO ROCHOSO CLASSE a(m) SOLO FINO DN MATERIAL C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 1 - TODAS AS DIMENSOES E COTAS EM METROS, EXCETO ONDE INDICADO. 2 - INTERFERÊNCIA COM TUBULAÇÃO DE REDE DE AGUA, A DEFINIR O DESVIO EM CAMPO. 3 - VERIFIQUE EM CAMPO, A POSSIBILIDADE DE REDUZIR OU AUMENTAR AS LIGAÇÕES DOMÉSTICAS. \A1; \A1; \A1; SEÇÃO TRANVERSAL ECA TIPO RAIZ SEÇÃO TRANVERSAL ECA TIPO RAIZ ESCALA: 1/7500 UBICACION DEL TRAMO \A1;

Language	Spanish
Drawing Type	Block
Category	Bathroom, Plumbing & Pipe Fittings
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	a válvula, anchor, autocad, block, concrete, dimensions, DWG, pipe, pipes, rohr, soupape, specifications, tubulação, tuyau, valves, ventil