UNIVERSIDAD DE HUANUCO
FACULTAD DE INGENIERÍA E.A.P INGENIERÍA CIVIL PESOS Y MEDIDAS VEHICULARES
TEMA:
CURSO: DISEÑO ESTRUCTURAL PAVIMENTOS DOCENTE: Ing. ERICKA SELENE, GARCÍA ECHEVARRÍA ALUMNOS: • • •
GODOY BERNACHEA, KEVIN ROJAS CHÁVEZ, FRANZ JENSEN CHÁVEZ BERAUN , ERICK ABRAHAM
•
CICLO:
I
GRUPO:
!B"
HUÁNUCO – PERÚ
2015
PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
DEDICATORIA
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
INTRODUCCIÓN
2
PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
3
PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
OBJETIVOS
OBJETIVOS GENERALES
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OBJETIVOS ESPEC!"ICOS
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DESARROLLO DEL TEMA#PESOS $ MEDIDAS VEHICULARES
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
CAPITULO I: GENERALIDADES
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8
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9
PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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10
PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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11
PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
+$ * n%&'#//@n +$ )'(/$+3$n&( )(+'7 n/*' #n )$'(+( )'(1*&('( 0#$ n( +$1$ $/$+$' +$ +$? <= +2*% 871$%. C(n/#+* * n%&'#//@n, * *#&('+*+ /(3)$&$n&$ $)$+'7 '$%(#/@n, $n * 0#$ %$ +$&$'3n*'7, +$ 3*n$'* 3(&5*+*, *% /(n+#/&*% 0#$ %$ /(n%+$'*n /(n%&&#&5*% +$ n4'*//@n 0#$ %$ $n/#$n&'$n +$1+*3$n&$ )'(1*+*%, * %*n/@n 0#$ /(''$%)(n+$ * * n4'*//@n - * n('3* 0#$ * )'$5; (, 1$n, +%)(n+'7 * *1%(#/@n )(' n$%&$n/* +$ * n4'*//@n.
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
A%&'()*+ -# A(&).*<.(7/ = *. =)=. 8 4.9+ = /&% Un* 5$? *)'(1*+* )(' * *#&('+*+ /(3)$&$n&$, 3$+*n&$ '$%(#/@n 3(&5*+*, * )'()#$%&* +$ *)*?*3$n&( -( 4'*//(n*3$n&( +$ * +$#+* )(' 3#&*% +$'5*+*% +$ * n4'*//@n * )'$%$n&$ R$g*3$n&(, +/8* *#&('+*+ +$1$ */&#*?*' * +$#+* * * 4$/8* +$ * $)$+/@n +$ * '$%(#/@n, +$ */#$'+( * Ín+/$ +$ P'$/(% * C(n%#3+(' )*'* L3* M$&'()(&*n* 0#$ 4:* $ INEI )*'* $ )$'2(+( /(''$%)(n+$n&$, 0#$ %$ /(3)#&*'7 +$%+$ * 4$/8* $n 0#$ /*+* 3#&* $% $g1$. Un* 5$? */&#*?*+* * +$#+*, %$ $ *)/*'7 * &*%* +$ n&$';% */&5* +$ 3$'/*+( $n 3(n$+* n*/(n* . A%&'()*+ -# M==. 4%>/&>. L* *#&('+*+ /(3)$&$n&$ +$ /(n4('3+*+ /(n $ )'$%$n&$ R$g*3$n&(, )(+'7 *+()&*' *% %g#$n&$% 3$++*% )'$5$n&5*%, $n 4('3* n+5+#* ( %3#&7n$* . In&$''#)/@n +$ &'7n%&(. . D$%/*'g* +$ * 3$'/*n/2* $n $/$%(. . R$$%&1* +$ * 3$'/*+$'2*. . R$&$n/@n +$ 3$'/*+$'2*. A%&'()*+ F-# S./(+/ . *+ V?'()*+ E4(.* / .)&+%<.(7/ E &'7n%&( $n V$82/#(% E%)$/*$% %n * *#&('?*/@n '$%)$/&5*, g$n$'* *+$37% +$ * %*n/@n /(''$%)(n+$n&$ * * n4'*//@n 0#$ )(' $ '$4$'+( 8$/8( %$ $%&*1$?/*, *% +$37% %*n/(n$% +$'5*+*% +$ (&'*% n4'*//(n$% +$&$/&*+*% $n * *//@n +$ /(n&'( '$%)$/&5*.
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
TOLERANCIA DEL PESAJE DINÁMICO
La tolerancia para el peso bruto vehicular simple o combinado determinado en el pesaje dinámico será de 3! EJES RETRACTILES "l conjunto de ejes #ue inclu$a un eje retráctil dentro de su con%&uraci'n( debe cumplir con la si&uiente distribuci'n de peso al eje retráctil!
)ueda prohibido transitar con ejes retra*dos dentro del +,--( estando los veh*culos con car&a! 5 SUSPENSIONES NEUMÁTICAS $ NEUMÁTICOS ETRA ANCHOS "n los veh*culos con suspensi'n neumática $.o neumáticos e/tra anchos se permitirá una boni%caci'n adicional respecto de los pesos má/imos por eje establecidos en el presente e&lamento! Las caracter*sticas tcnicas de los neumáticos( la suspensi'n $ los ejes serán proporcionados por el abricante de los mismos $ los re#uerimientos espec*%cos para los permisos correspondientes serán re&ulados de acuerdo al procedimiento #ue para dicho eecto estableca el inisterio! MEDIDAS VEHICULARES 1 : A/(?+ 33+ : ncho má/imo sin espejos para todo tipo de veh*culo incluida la mercanc*a o bienes transportados 2(60 m 2 : A*&)%. 33. : 2!1 eh*culos de la cate&or*a , en &eneral 4(10 m 2!2 eh*culos de cate&or*a con carrocer*a convencional 3(60 m 2!3 eh*culos de cate&or*a con carrocer*a inte&ral 4(30 m 2!4 eh*culos de cate&or*a de compartimento cerrado tipo +emirremol#ue 4(30 m 2!5 eh*culos de cate&or*a dise:ados para el transporte de ;ontenedores 4(30 m
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
2!6 eh*culos de cate&or*a dise:ados para el transporte de ;ontenedores de &ran volumen 3!1 emol#ue no inclu$e punta de lana 10(00 m 3!2 emol#ue balanceado no inclu$e punta de lana 8(50 m 3!3 +emirremol#ue 14(68 m : V+*.=<+ 4+&%+% : ;ate&or*a > 4!1 ;on motor posterior
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
1 La multa es aplicable en los operativos realiados para la %scaliaci'n del art*culo 51( en los centros &eneradores de car&a $.o en las v*as terrestres de acceso de estos centros( siempre $ cuando los veh*culos in&resen al +,--! ,o es aplicable en las mediciones en las estaciones de pesaje! TABLAS DE ESCALA DE MULTAS =or e/ceso de peso( la multa se aplicará de acuerdo con la si&uiente escala( sumando las multas parciales por e/ceso de car&a por eje más la multa por e/ceso de peso bruto!
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
CONCLUSIONES:
•
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
RECOMENDACIONES:
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PESOS Y MEDIDAS VEHICULARES DISEÑO ESTRUCTURAL PAVIMENTOS
BIBLIOGRA"!A:
• •
! ?";"- +@=" ,A 058B2003B-;B="++ C "?D?+ "
EB GRA"!A:
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http>..es!slideshare!net.$anso710.cursoBdeBpesosB$BdimensionesBvehicularesB
•
ma/imosBpermitidosBparaBelBstpmI#idJbc9c027B14aeB4c81Ba1eB 89d648e251KvJdeaultKbJKromsearchJ1 https>..es!scribd!com.doc.170387622.DG","+B="++BCB"?D?+B?"B
•
"..&rtc!sportBra$o!com.licenciaspre&untasrecuentes!php
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