15.control de supervision de trabes prefabricadas
DESCRIPTION
Verificación de las tolerancias geométricas para el control de calidad de trabes prefabricadas según la SCT.TRANSCRIPT
LIBRAMIENTO TEPICESTRUCTURA: P.I.V. Km.123+333 ;P.I.V. Km.20+230 ; P.I.V. Km. 5+125CONTROL DE CALIDAD DE PREFABRICADOSPLANTA: VIBOSA, S.A. DE C.V.LUGAR: SANTIAGO TIANGUISTENGO EDO. DE MEX.fecha: 12-Aug-15DESCIPCI!N CAACTE"STICAS DE #AS TABES AAS$TO POCESO CA#IDADC#AVE%&%m%'()AAS$TO (*+)+%,)GEOMET"A DE-OMACIONES.*m/012).)&12).u012).)&12) %'3*12)45. +0)6%.()45. (01'4%0%'.*145. 1 27 281,)/,%031.*)'%,D*m%',*9' 2% P0)6%.() D*m%',*9' %1& P0%,4u%0:);0%1#)'g*(u2P%01&(%P1(8'A&m1#)'g*(u2P%01&(%P1(8'A&m1A'(%, D%,+45.? @()'A @.mA @.mA @.mA @.mA @.mA @.mA @.mA @.mA @.mA @.mA @.mA @.mA @.mA @.mA 22BmmB11 22BmmB11T1 III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 0.0 0.0 1.0 0.5 0.0 P P P P O 2#$%&'$1 3! 299 #6(T2 III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 0.0 0.0 1.0 0.5 0.0 P P P P O 2#$%&'$1 3! 299 #6(T3 III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 0.0 0.0 1.0 0.5 0.0 P P P P O 29$%&'$1 3! 31! #9(T" III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 0.0 0.0 1.0 0.5 0.0 P P P P O 29$%&'$1 3! 31! #9(123)333 T III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 0.0 0.0 0.2 0.4 0.0 P P P P O 31$%&'$1 3! 2#2 #1(T6 III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 0.0 0.0 0.2 0.5 0.0 P P P P O 31$%&'$1 3! 2#2 #1(T* III16.2 3,621,#6211 "! 6 1# 1862.0 115.0 40.0 56.0 18.0 0.0 0.0 1.9 0.5 0.0 P P P P O !1$A&+$1 3! 36 1!2(T# III16.2 3,621,#6211 "! 6 1# 1862.0 115.0 40.0 56.0 18.0 0.0 0.0 1.7 0.6 0.0 P P P P O !3$A&+$1 3! 29" #"(T9 III16.2 3,621,#6211 "! 6 1# 1862.0 115.0 40.0 56.0 18.0 0.0 0.0 1.8 1.0 0.0 P P P P O !"$A&+$1 3! 3! #*( T1 III 11.! 3,621,26211 "! 6 1# 1262.0 115.0 40.0 56.0 18.0 0.0 0.0 1.4 1.0 0.0 P P P P O !$A&+$1 3! 333 9(T2 III 11.! 3,621,26211 "! 6 1# 1262.0 115.0 40.0 56.0 18.0 0.0 0.0 1.4 1.0 0.0 P P P P O !$A&+$1 3! 333 9(T3 III 11.! 3,621,26211 "! 6 1# 1262.0 115.0 40.0 56.0 18.0 0.0 0.0 1.0 1.3 0.0 P P P P O !*$A&+$1 3! 316 9!(2!)23! T" III 11.! 3,621,26211 "! 6 1# 1262.0 115.0 40.0 56.0 18.0 0.0 0.0 1.0 1.3 0.0 P P P P O !*$A&+$1 3! 316 9!(T III 11.! 3,621,26211 "! 6 1# 1262.0 115.0 40.0 56.0 18.0 0.0 0.0 1.5 1.0 0.0 P P P P O !#$A&+$1 3! "29 123(T6 III 11.! 3,621,26211 "! 6 1# 1262.0 115.0 40.0 56.0 18.0 0.0 0.0 1.5 1.0 0.0 P P P P O !#$A&+$1 3! "29 123( T1 III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 0.0 0.0 1.5 1.0 0.0 P P P P O 1!$A&+$1 3! 2## #2(T2 III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 0.0 0.0 1.5 1.0 0.0 P P P P O 1!$A&+$1 3! 299 #6(T3 III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 0.0 0.0 1.4 1.2 0.0 P P P P O 11$A&+$1 3! 32# 9"()12 T" III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 0.0 0.0 1.4 1.2 0.0 P P P P O 11$A&+$1 3! 333 9(T III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 P P P P 12$A&+$1 3!T6 III9.2 3,621,!6211 "! 6 1# 1062.0 115.0 40.0 56.0 18.0 P P P P 12$A&+$1 3!T* III16.2 3,621,#6211 "! 6 1# 1862.0 115.0 40.0 56.0 18.0 P P 3!T# III16.2 3,621,#6211 "! 6 1# 1862.0 115.0 40.0 56.0 18.0 3!T9 III16.2 3,621,#6211 "! 6 1# 1862.0 115.0 40.0 56.0 18.0 3!T01m)Km.=1/*&*(12) 6 10m12) 2% 1.%0) 2% 0%4u%0:)=1/*&*(12) 6 .)&).12) 2% 1.%0) 2% +0%,4u%0:)70>45.D%,3*1.*9' 1'gu&10 @[email protected] @ A @CgB.m2A @CgB.m2A @CgB.m2A @CgB.m2A @CgB.m2A