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?OI O∣OAE AuIi3a !
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U 5.3.8 Io Ii0tA IOE2E0AERA 02aIi0t cl ! OOoa IAaE ?i 03EERA 2a I
0e2aIiNlAU ! Ii0t 0∣IEIiA 0D 0e Ii0AA s! O- 0Aa2 A 0∣0 I ∣?a Ii0t!
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U 5.3.10 Io |
O- OAa YAA o0U 12 A O I ?E2E0A YIo O2aIiOt c1 |
No YAA O | |
2a |
Oe2aIiN1AU |
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U 5.3.11 Io |
EoIi O oOIc1 A I 0 ∣2 OUI O aIiOt |
OoIEIi O | |
I0∣ |
1 o 1 AA |
E O2aAoI EoA oOII IiOt Oo0∣O2aIa tII 0! |
Aa i 03 |
E2 |
AD!0U 1m ! | ||
U 5.3.12 Io |
EA U 0?iDeIECa3y EA SAA iAaEEIA2YA OUE3 EA SAA |
o3EI ! |
I S EOEIaO 2aIiIA AN1 On E Aa s?i EOEIa 1:1.5 ! I Aa0∣EOIoAUCaD !
U 5.3.13 Io IAO a I o OCo 0∣02aE!IA AOl iOO OIAERI I S OCo E!IA
?OO|Ee ER REa3eE ROD OIAER OO IlA Ao ERA?!
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U 5.3.15 Io 1U! O- AaIilAon E ODe o0U 30cm AUEIN1A u!
U 5.3.16 Io CAo-! 1U Al 2U! i2e R! 0eER?UOUI A OIiIA0∣OU O3A AA 2a oEAOU I uOE O2a 0IiN1(o ) ! IiIA2AAIOE2E0AE AU El ERDO2AAI o OIA!
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2 OOIA 2.5m OOAU0∣2E0AE AU El ERDO2AAI o OIA N1 E2 A I0UIiIA1a A yO !
U 5.3.18 Io Eo U 3 3DD AIA A1U! o-! 0eERO 1U E a11Ii AAnEi IC3 OIilANI E i2 1a A yO ?E i 5.3.18 AOaCo ∣Ai!
1U!o-12U i2e R! 0eER?UOUI OIiIA AIiAIoIN1 EOaCo i 5.3.18
_____部 位_____ |
填料 |
最低压实度O | ||
胸 腔 |
填料距路床顶 =≡Ξ SCl cm |
石灰土 |
SO/9 5 | |
砂、砂砾 |
93/95 | |||
z=≡z SCl cπL |
素土 |
90/95 | ||
管顶以上 至路味顶 |
管顶距路床 顶小于 meɪum |
管i 顶 30 Cln 以内 |
石灰土 |
S5/8S |
砂、砂■砾 |
BB/90 | |||
管i 顶!3 C∣ om 以上 |
石灰土 |
92/95 | ||
砂、砂砾 |
95/9S | |||
检査幷及雨水口 周围 |
路床顶 以下 |
石灰土 |
ΘΞ∕95 | |
砂 |
95/9S | |||
80cml2Λ-P |
石灰土 |
90/92 | ||
砂 |
93/95 |
OUiODyO i IN1 E O 0IaO0DI e AN1 E OA IaCaDl e A N1 E! A OS uOOIa0∣A ONe CoAAio EAU EIa 100%!
U1U aA 2 D!0U 30cm A0eERO 1U?E2E0AERAa iAyIA U a!
U O?EU Y sIaCe?oN!0A0eA uN1 IaI A e !
UEA U IAO A UNI
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U 5.4.2 Io A UlA A i No ERA? i o EAU E0∣0E ONeE ! ONe A2U
U A EA!
IAO A Ui INI E i i 5.4.1
IilUAaDl |
Ei E I (Cm) |
_____________________i IN1 E(%)___________________ | ||
?iEUA O EA |
I EA |
O A | ||
Ii |
0~80 |
95/98 |
93/95 |
90/92 |
80〜150 |
93/95 |
90/92 |
87/90 | |
>150 |
87/90 |
87/90 |
87/90 | |
JU 一 |
0〜30 |
93/95 |
93/95 |
90/92 |
:U iOD y O i INI E O 0Ia00DI e ANI E OA IaCaDl e ANI
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U 5.4.3 Io IA Uo ERA? I o 0O2 s 2EE!AaEu o ∣Ai AIo t E! AEe A2?AA Al OaAaNI E?E E i 5.4.1 Ia A yO I 2 OUEe AEI2EE!21 Eec!
U 5.4.4 Io 2E0AN1A uAeN1 0∣nN-IECaooO0 IEIEooOn IE Ioo S IEAyoo?i OO AO OO t EO-Oo!
U 5.4.5 Io AA sO ! i2e R! 0eER?UOUI OO 1 2U 0IiIA2 AU 10AN1A uAeN1 A 2?I 0∣2E0A Uo oEEA∣o o ! ODe AO1Aco 2 OaCoo AayOot 1/4〜1/3 !
U 5.4.6 Io IA uN1 A O2aon ENIU SAaDl OO AeNI(O ) e y u0∣OAIA
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U 5.4.7 Io A UDTOtC 0∣OUE!IA O aE!NU ODD ONe E Aa i No ERA?oI i o EAU E!
U 5.4.8 Io I AIAeN1OOC 0∣2a IA A o ERA? 1y a0∣0eOOAAE1 1y E0∣0ER aEo ?OOAAao ERA?OU i No ERA?!A2 A I OOAU!
U 5.4.9 Io OUN1 1y3IOD0∣Ea i2e0DITEi ! AeA ! IA 2 AE ANIA EIOIoEc IOEI oCe?o0∣2EE! ∣OI e c!
U 5.4.10 Io AeNI(O )Ie3EOOoo A 2a Aao ERA?oI aAU E AEa EAU EoIN1
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U 5.5.2 Io U YEe AOaCo U 3 3DDAA1 OaAA EO∣E U 33DDA EEDD A ala IoAA OaA OuO E3 OuDT O∣OaD 0y!
(2) sAA! SI
U 5.5.3 Io OuDT SAA O∣1OIs I A I13o2? O IY2? OO∣IU3EI AalA NI uIuA !
U 5.5.4 Io A U sO IsO Is IO∣AeO CuIs IO∣O2E3!
U 5.5.5 Io OuDToo A s1 OaCo sO AAE3 1 A OuITOOIi AAERl 3c!
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U 6.1.1 Io DCo AAO∣OOD!DI AA!?OOA AA o 2I AAEeIaO ! Co ODIot A DCo?E2EOAODDI AA! O∣OA AAEe AIA tol 2E oec -1 22?AAAU oo c!
U 6.1.2 Io A uNO c1 ?aIUANO 3IEOAau A Au!
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U 6.2.3 Io 1 2U! o a11Ii u?O A?aIU OE2EOA?OOA AA OO 3ONO AOuIaDO OU C NO2aEI O∣A ∣Ai!
U 6.2.4 Io A Uol u?OIe1 oo O∣Ee AOaCo Oes! YoaAA Eol SAA ODD i2e ooA SAA U AOuDT1 EeAN?eIaO∣E 2?Ca3y.3 IU 0Ii2? O O∣NI n?OOAIiAI AO A? OO AEoEREi !
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U 6.3.2 Io sAA0∣N!0A a02 o2 O C A AIIi0t! Ia2a0∣tAo 0U 1.0m !£
U 6.3.3 Io E AAIi0tA I oEe0A 2IAC 0lI SAA Aa cl OaCo
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U 6.4.2 Io
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U 6.4.7 Io AA O ODeO DDIODD A! AA O I3O 2E la3I! (GBJ201) AODlO Iila !
U 6.4.8 Io O IAe AOAOcA? 0 allIi O u2uEu Aon EU E AaIaO∣AI o∣3I E
O∣I ly 0NeE ! O IAe AOAOcA? 0 allIi O uOyAe AOn EU ENI u3 3oAa0 DiO !
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AaEuI ADEe U 7.1.2 Io |
la AlAAa O∣nOOODlOla |
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A?2 O∣oOU | ||
5 |
i oA 2 U 7.2.2 Io |
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N yAe u! IiO |
3E O! u0ED0! AU 3I | |
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U 7.2.3 Io AuOAl O I0uIiOtA uO∣0 I0u AIE D0! OAA ol 0 OIAERO IU E O IiI ly 0NeND ? - oooo?E lOA!
U 7.2.4 Io EU iA o2 AOA A uIiAI! Eo AA c0 EU iA NyAey3 AAOI
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U 7.2.5 Io AA c0 0OIiIA O I ?EN!OAO0IA OO ∣Ai lAai Ee AC? EOa Co!
O ! A iAa o OAOU Cu3 0Co OIAERI I 1( OAa 1.0m O0IA) o EilA IEUolon E2oA ?0uIA! ?EOA 20~30cm 3 AA a EIoIA AUAAo EelAOD( O e AU) O0Ia S i2aIA AAU 3I E oEUIA uAaDI!
t! OO o o OAOU ∣Ai OIAERI 0U 0.8m O0EI AE0 a A OOO3D0IA! E IA! a IYD0 AlAol ?0uIA O0 l Aa UITOA allIi OI ∣ AIiIA! OERa AEiEOlA2a2 OE2E OA! o?e O0uOoANO0 Ee O22 OE2EOA!
Ey! On Nl o OAOU ∣Ai OIAERI AeOn Aa2 IOU 0.6m o EUA?O3D0IA A ?0u
IA! l O I0u!
U 7.2.6 Io DAli ?0uIA! A OU OD Aa AlE 0 A OUoIoA UD !N1 y eoo OUoAoo DlNIA UAeNlOAOaCo AN1 E!
U 7.3.1 Io Nl OlA A OAa U A As! NI OIAOA A uIiAI IAODO EUNlEYDio A? o UolNlA?2 A oOU5 AaODAENIo A?2 A oOU5 AoEaNIo A?2 A oOU 2 I EaNI
o A?2 A oOU 0.5 U 7.3.2 Io |
! AUA |
cl L EO |
O∣OaoINIA? A uOEDO! | ||
OCoEC |
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OE AIiAI O∣u Y O AAooo! ERIA! | |||
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O∣NI n?OOANl U 7.3.3 Io |
E! NI |
OIAA |
UOE2EOAA |
IDI |
A 2 AaOA OIAERI iD! SEU A E! |
Eo i2 iODla U 7.3.4 Io |
NI |
O∣Ee OIAA |
oAe2a uO∣O u |
AOlo 〔Ai?a |
NI AA I EREIEy! A Do cl !a I o EeA e s! OU2EOA |
Ae2a A 0 I OAEUOa o oAe2a A 2? UAaA uOU ENI O !
U 7.3.5 Io NI OIAA U A OIAAAERlUOe OAaAAERI Ct 0De2EE! AEo e c!
U 7.3.6 Io Ia O IA uIA2? Ao NIA I ER oEeOA A oAe2a OEEeOUA 200IA 80cm Ei E I! EoODNIOI AI Ia aOU oAe2aO∣EeOU2uEuNIOI AEi EOOIA! I ERDO oAe2a AaEI IA A AE2a Ao AaA?2 A3 ly 5%! Aa Uon E?E2EOA 0.3~0.5m
U 7.3.7 Io A UE ?iAUO|2EOAI NU ANl e EEDD AO∣AIEeAa2a 2 O∣Oa3 DD A! EEDD AOeAI o A aoI2? O AOl OAaER tEeA U OOa ?EOA2 I ERDO2AAI a O!
U 7.3.8 Io NI OIAO-IA UIaEiEoIAIa o ERA?3 lyOoIT On EOU 1m OOAU ODeE 2? Ca3y IiE ! E Au! A Ou El ERDO2AAI!
U 7.3.9 Io EiEOlA UONCa3yOA OIAERI O∣IiI ERDO2AAI! Aa S EOAEU3 ly O IAERI OOEI 30cm ?EIiIA!
U 7.3.10 Io E ∣I ERDO2AAI A OCo ?EOUA UIA2?EeOA2 I ERDO oAe2a OO eOlA I EREIEy!
U 7.3.11 Io A UO∣O2aAIIi A?2aIiIAon E O3DOIA2 A oOU 20cm O3DOIA2 A oOU 30cm !
U 7.3.12 Io A ANl OE2EOAOODINl e AeNl O∣NI n?OOAo ERA? HA Ao ERA? O u i No ERA?!
U 7.3.13 Io OU OIAERI S A OCo O3DONI OIAOEOUIA cl E DONI OIAOEOU o oIIA3o cl C?NI OIA OCo O∣OU i2ao NIA? IIAo cl !
U7.4.1 Io AoollA OC0 AA UoIUAaoUoe CI IA 1 31 A OlIl 3I0∣A D0 CI UAa sAA3 AU CA !
U 7.4.2 Io IU A IO∣IE OAA C C AAERl 3I cl AUAU2 ANoAAAaAAER!
U 7.4.3 Io AoOIIA OC0 AA u?E2EE! IioAlA EeoA oAe2aOO AA IAo Eec!
U 7.4.4 Io IiAOI IA ?E A UlA A cl OaCo 0DDNl IU3o AIA2 0∣N yOU A UA 2a OOAa yER!
U 7.4.5 Io A OAAAERIo tIA AA u?EOAO-IAIiOt cl ODO∣uoIIAADla 0
O!EER uOE oOU2.5cm AIA?eO|D!OU40 !
t! OE2EOAA Oao ERA?(OUO AlA u2?I IA Ao ERA?3 IE2aI ) AIA IaIi
OtOAIA!
Ey! EEDD A(A c)O∣OlI OO AOl OAaER tEeoI3aE A CoaAA2 AD!OU4 !
U 7.4.6 Io EEDD A oA C A OlIO∣2EOAA OA Aa AEe IAAIOt -Nl ooDI3EAU all2a Aaon EOEIa 15~30cm !
2EOAE AuAIAIOt O∣2oEeEUA?ERAaOeOO OlI!
U 7.4.7 Io Ii A I SAA A OlI ?E OOIA cl 0
O ! 2EOAEe IA OlI SAA On EO∣oOU 15cm !
t! OA CAoOIIA A I uluO 2a On E?EIa30cm !
Ey! A c?i E2 O∣D!OU2cm !
U 7.4.8 Io IAl A a O OAOUAoOIDO o 0OOE ∣ CAoOIIA AAI!a ODI ODEy OO 0
O ! |
A |
U |
2?aO OO AOlA I EREIEy 0O IiA |
uIE |
t! |
A |
UE |
aOOO 3OA UlAo ERA?2 a! | |
Ey! |
A |
U |
AaaO OO A ERE0EeA u! |
U 7.4.9 Io AoOIIAA u?E2EOAERAa! O ∣OI Oo OAaIE DO!
O ! O ∣OI OAOUEUDOO y oOU7 AlA OOAA?2 OE IOU8 !
t! ERAa ∣OI AERAaOAA?OEIa4~8 !
Ey! O!aERAa ∣OI OAOUEUDOO y oOU 30 AIA! eol OA 2 OOeIA eoI uOE oo OU OERAa eOE!
U 7.4.10 Io AoOIIANl OE2EOAOODINlA uOU i No ERA?Io tIAAeNl OaCoNl
CaDl e A100 !
U7.5.1 Io aIYDO AlAA uO∣OO OAAER! ITAUOUA UCIAUaoAA?loo O∣ AOl OAaER tEeA u!
U 7.5.2 Io AlAA U U ∣Ai O∣IA A aIYAaDIoIEe AOaCo ODD cl ! OAlN ! ?O R EA uOt O∣3l ∣Ai!
U 7.5.3 Io aIYDO AlAA U A OIAAAERIU AOe OAaAAERI Ct 0De2EE! AE0 e c!
U 7.5.4 Io AAERl Ct A YAA oOU 3 l CtOe3oER?U uO∣O1I OO A3aE !
U 7.5.5 Io aIYDO AlA AAUU EoIT2 AOOo OIAERO Ii Ee AITIO aOaCo
O OalACl OoaCo ?E2 IO a ∣Aι! OOO aIYDO AlA AAUU IAI OD o
OO uAeNl! tER aIY! OO o ! O R AU OlI! IiIA E!
U 7.5.6 Io AIAOA A uIiAI AaNl OaCoOeO aO3DOIAIaI ! Ia O IiIAO A? IiOtOAIAOaCo lOA3a OEA AlA oOU 10cm AIA?e ODe OEe 2 O∣OaOAIO AlA ANl o ERA?!
U 7.5.7 Io 3 DD A! EEDD AA 2 AAeNl?i EA 2aO∣3 3oEe A?i E 30cm ! A O 3ooIiIAO∣o OO A OAaER tEe!
U 7.5.8 Io AlAA I A sAAO∣OuA AA 2 O∣OeOO A AOl OAaER3aE !
U 8.1.1 Io IAUU OIAER o OAaER AO Ii 3 3 a oly a I ANOONl ODe o DD ∣Ai!
U 8.1.2 Io 3 a oly a I A aEiIA u o - A I 3yO∣OC?A UAAER e Cla l O∣u Y OCoIO aoIIo t U 8.1.3 Io~ U 8.1.7 IoN!OAO OO o OO UoI ∣Ai!
U 8.1.3 Io O- O -ElOEOAOU EOiEUOeEOOO I3a O A U! 2EOA UD oEEl IU3o aEi IA -El yIA A a E O u i No ERA? OUOuA Nl !
U 8.1.4 Io IiIAOEOAOU uODOAO IA oo ERA? OE A aOaIA O I! ?EOOE 2? Ii o2? O Ii! Iion EOEIa40--80Cm NIOO O I?E Oo OEi E!
U 8.1.5 Io aoIAI ∣AiOEOAOU oEUAU! aOe U! OIAERI s! IAUoAE O I! a oIAIODIu O! EU O U oERAa OAA? OEiIA2ao ERA? oD! oOE ONeE 2 OEEUOU4 !
∣AiEi EO∣EiIA2aon EE 2 OED!OU 30cm !
A UEi Aa y I o OnE IEi ?E OIA u2a AOaCo ∣Ai! OIAODOa?E2oEE
A? AA Ou! ?oOu UAo O El O IOu AaAa E?EOE ONeE !
U 8.1.6 Io OIAERI o O iERI s A O I ?EAIEeAAER oAe2a!
U 8.1.7 Io AA cO oAa yAaOO OCo 2 O DT I! OD A o ?E2EOAIi o3aE
OU ∣Ai! DTOt S A Aa O∣E 2?IU3yOUAa oOEEe AIa3o ∣Ai e c!
O ! Ii o3aE OU o OAOU3 Ae yER AlY O AaOO On ED!OU 4m i2aITO2?C 3 A I AEilA O I! Ii OE2EOA2 O C A o ?e 3s c2 OED!OU 30cm ! ?eA I E3DoO∣OA IOD2??a IIoA 2aAcOl ?eA I 30cm ?EOAOODINlA uAeNl! Ii IE oo ?EIiIA!
t! EilA oAaOO AaOD I ooaAA Ii O∣O s AO 2aIo I AO 2a Oo OI A?!
Ey! lOAE ! E AU ?EOAER3aI OUAa2aIoAA3o!
U 8.2.1 Io 2 0EeOe CI AA UI 31 OIU YI 3110 aoIAι 2AA U SolAlAIe O ?iEU CI !
U 8.2.1 Io Oe AU a 2AA CIAR O∣ODEEAIO II ! AIe3E0 IOU?aO I AO-Oo EO0E E0Ie3E 0 EaIU! EaIi! EaNl!
U 8.2.3 Io 2 OA uIiIA cl O∣2~4 OOEI AoaAAOUA Nl OO A yER! O E02 AUIiOt AlA O∣oNaA OO AOeER tAY!
U 8.2.4 Io ?aIUA C O|?aIU YIo ooaIoAAERl IOeER AA3o!
U 8.2.5 Io IOU U OAa A cl O I O∣OUA UlaEeAAEREe C AA3o yER!
U 8.2.6 Io E!IA?O o ODE!IA O I O∣O- OAaAAERI 13 00AAU AAEREe C AaE!IA I AU yER!
U 8.3.1 Io OcOlA UAoIAADo 10 IiOOEI IOU - 3 !a Ia AU! A U AU c1 O∣OA AU Cl o e c!
U 8.3.2 Io ?aIU 3IA ?E2EOA UD oEElAU3yiAa32a IU EeAeSA AeNl3E
DI! EC EO i2 EeAeS IA aC O∣2U AaAUEE o2C AOl 3 a!
U 8.3.3 Io A?EO?al O∣IE?aIUIoNo ∣ AoIA OEyooOU?aIU 3Oo ∣! ?aIUOoERO∣ oAU AAERl AAER!
U 8.3.4 Io ?aIU 3IAO∣u Y 3IAEi E! UD Ee Ce?o ?E2EOAEEl AAEe o3a UD ! 0y2UlU ouE! 3IA2a Ion ?EOA AA AAEe!
U 8.3.5 Io OIaA uAoIA sOU-5 !a
IilASE2U
ITOA IOU-5 !a Oo2 A3 IyIAAD yO !
IA E I (!a) |
____________Ii IA S E (m)___________ |
(-5)〜(-10) |
4.5 |
(-11)〜(-15) |
3.5 |
(-16)〜(-20) |
2.5 |
U 8.3.6 Io OAE ! E Au! ?eIiOtA U IiIA S E2 UAoIAIo tITOA!
U 8.3.7 Io IiIAC O∣IECa3y OAa yNC! U?e 2 U Yl 3IDeOa Ee AOaCo 0 C n 3o 32a OUERA O2aIiIANl !
U 8.3.8 Io IiIAooA AIOt S AAaoIs A Aa AA U NI uOA 3IAIiOt! IiOt 3IA AA I Ae2 AAIOt S A Aa o I s A Aa iOtC O∣iNeIiIAAU E uoI U 5.4.1 Iola oo2AAUAIOt!
U 8.3.9 Io A2 OOIA 1m I AU 2 AOA 3IAIiOt! IiOtA U A 3IAo A?2 A3 ly 30 ! 3IA?eA 2 A oOU 5cm ! 3IA ODeOeoAlA2oOE NI U OD lOA!
U 8.3.10 Io UDO U 3 OCo OEUAU c1 A 3IA 3y EI oODlOla Ia O∣uY OCo IO a ooA 3EUIA A?aIU! CE AeNll 2 Oa AOl U OeER tAY OC?A uAAER!
U 9.1.1 Io Neoe OAoUA Uo IaI 3I0e AA! AaC ! IAC E o allli! OUoy NeORC ODelE -IalU i2eol n AU iNe! 102 Uol e la 0∣ ∣
Ai -OONeol n2 ioANe O ODooo ?E ODDlA Al Do!
U 9.1.2 Io Nel 3I ODe S cl IAOi! i! i ODo IeOUACI O
CA e s! AA E OE CA AaEU OO2a O CA E!
U 9.1.3 Io A ul 3IEc Ia AA IiA?Ne O ODe S IeOu A? l Iel A uNl E 2a O CA i IAI OAI (IO e C aEiIA AoOIIA OO aIA EIAAa)! cl ODAU ∣AiOt I l 3I A aDI alll o aDI IAaI ODe eA AaEi E! yA? OO EU EeIAO o2AAI AAu3A OO 3e2e!
U 9.1.4 Io EC IO U i AI2 UoIOaCo 0De2lE AOy nOo2 OeNe O!
U 9.2.1 Io IiIA -Nl oo 2 AODEEE ! Ei ! - iAa2 A OuIOIo!
U 9.2.2 Io 2ODO IiA uO A? CEe AOaCo IA AA I ODeN! a3e2e IU?O iNe!
?OEiOA 0.8m EC IO2 oI n ODeOoDA ∣Ai!
U 9.2.3 Io Aal 2U A 0IiIA2 Ao IUAa I O2IA AaEUODo∣IiO !
U9.2.4 Io IAO A U ANl E ODeAU a U5.4.1 Iola ! iNeA A A?I AI2aA?l000m2
IaO e A? eOAEUIaEy a OOa ?E U YDeOa OAU! iNe ?EOA olaE !
U 9.3.1 Io SAA ODeIE NI uODEE ! I !
U 9.3.2 Io Ii OaNI n n O la UAuOAODlOla 2aAeNl iAa2 AOD2 AE! EE EIOIo!
-OODINlA U oOn NlA U O
U 9.3.3 Io O A uO DiA 2i U i 9.3.3 !
O A U O Di A 2i i 9.3.3
DooA |
Ii A? |
O DiA 2i mm C |
iNeA A |
iNe | ||
i (m) |
a y | |||||
1 |
A ODIs e S!u |
+50 -200 |
20 |
3 |
OAER OCNooa I Aa2aA? o! OD! OO O a | |
2 |
A U ?i |
A C IUEi !U 3m |
+1^0 ____________-0____________ |
20 |
2 |
OA3sA? Nooa I AaOEA ODDAIoA S A? 1 a C |
A C IUEi 3m |
+200 __________-50__________ |
20 |
2 | |||
Ii |
2 D!OUEe Ala | |||||
3 |
SAA |
2 OUEe Ala |
20 |
2 |
OAAA E3sA?A?2a A? 1 a |
oOUIiA?A ADOD!uOs AoI nA ODe i 100 OOIAI !
UEA U A 2
U 9.4.1 Io |
IA! A |
2 ODeOA 12~15t NIA UAeNI iNe |
AaAO 2 A |
oOU 5mm ! | |
U 9.4.2 Io |
OA2 |
ODeC i OAU 2 |
AOD?O2UolEE |
! | |
U 9.4.3 Io |
IAO A 22 |
AOD -!Ei! |
AeA ! 2 AE! |
yER EIOIo! |
NI E2 AD! |
OU i 5.4.1 AIa |
! A? 100 A |
A OAEU2a3 a! | |||
U 9.4.4 Io |
A 2O DiA |
2iO∣uoI i 9.4.4 |
AIa ! | ||
A 2 O |
Di A 2i |
i 9.4.4 |
DooA |
IiA? |
O DiA 2i |
___________iNeA A__________ |
iNe | ||||
A 2(m) |
IAA 2 (m) |
I (m) |
a y | |||||
1 |
A ODIs e s!u |
!A20 |
!A20 |
20 |
1 |
OAER 0C2aA? | ||
2 |
AOuE |
30 |
20 |
20 |
A ?i (m) |
9 |
3mO 3s A?E! i o a | |
9 ! 15 | ||||||||
3 |
?i E |
+100 0 |
-+200-0 |
40 |
1 | |||
4 |
OaAA |
+0.5% |
!A 20 C02 oOU!A 0.3% |
20 |
A ?i (m) |
9 | ||
9 ! 15 | ||||||||
Ula U SAAOl SI
U 9.5.1 Io IAo SAA ODeA Ou! a ! IE Nl uluAA!
U 9.5.2 Io SI EI?UlSoI OuAeO E3 1 A Ou AAER3cI !
U 9.5.3 Io SI ! SAAo DiDT2iO∣uoI i 9.5.3 AIa !
SI ! sAAO DiA 2i i 9.5.3
序号 |
项目 |
允许偏差 (Jlnn) |
检验频率 |
检验方法 | |
范围 (m) |
点数 | ||||
1 |
也坡坡度 |
不陡于设 注规定 |
20 |
Ξ |
用坡度尺重每 側边坡各1点 |
Ξ |
构底标咼 |
±0 —30 |
20 |
Ξ |
用水准仪测重 每侧边构各1点 |
3 |
钩底寛 |
±10 |
20 |
Ξ |
用尺重每側边 构各1点 |
U 9.6.1 Io Aola AE ODeAa E E Iiot AUAU !
U 9.6.2 Io |
O iOuAe uOE |
i?i uoIOaC |
o l |
i2 |
A?OlA! |
INAa! |
U 9.6.3 Io |
O∣O2aAoOt 2a |
aO oI OAU |
ODe |
i i : |
! | |
U 9.6.4 Io |
3A i ODeO E3 |
EIIAlaI ! | ||||
U 9.6.5 Io |
O Anll t! DlER? |
! AE2a! |
AEREe C |
E ODe |
uoIEe AOaCo! | |
U 9.6.6 Io |
EAo ?e2 AEE |
! tAool |
!Eu! |
U 9.6.7 Io AA! A! AaC ! 2IAC O DiA 2iO∣uoI i 9.6.7 AIa !
AA! A! AaC ! 2IAC O DiA 2i i i 9.6.7
序 |
项目 |
允许偏差(mm) |
检验频率 |
检验方法 | ||||||
浆砌料石、 砖、砌块、 挡土墻 |
浆砌片(块)石 |
干砌片 (块)石 护底护坡 | ||||||||
范围 (ɪɪl) |
点 数 | |||||||||
挡土墻 |
护底护坡 | |||||||||
1 |
※砂浆 强度等级 |
平均值不低于设计强度等级 |
见注 | |||||||
Ξ |
断面尺寸 |
± 1 0 |
不小于 设计规定 |
不小于 设计规定 |
不小于 设计规定 |
Ξ 0 |
2 |
用尺重宽度 上下各1点 | ||
3 |
顶面高程 |
±10 |
± 1 5 |
Ξ 0 |
2 |
用水准仪测 | ||||
4 |
轴线位移 |
1 0 |
1 5 |
Ξ 0 |
Ξ |
用经纬仪测 重,纵横向 ⅛—点 | ||||
5 |
墙面垂直 度 |
0. 5%H 且还关 |
0. 5%H 且还3口 |
Ξ 0 |
Ξ |
用垂线检验 | ||||
6 |
平整度 |
料石 |
20 |
3 0 |
Ξ 0 |
Ξ |
用2 m直尺 靠重 | |||
砖砌块 |
10 |
3 0 | ||||||||
7 |
水平缝 平直度 |
10 |
3 0 |
Ξ |
拉Em小线 检验 | |||||
8 |
墙面坡度 |
不陡于设计规定 |
Ξ 0 |
1 |
用坡度尺 检验 | |||||
9 |
基底高程 |
土方 |
±30 |
±30 ±100 |
Ξ 0 |
2 |
用水准仪测 | |||
石方 |
±100 |
o U iOD ElalIOtli S E Io mm
U |
AoAN Ala n?E2IOO |
Ao?e Ala |
U |
ollOtIi oA? 50 A |
A AoIaOA O e(6 ?e)E O?e AaoI EaU O2O∣ |
OA |
O?e | |
UE |
C? E OE O?e AA |
uC? E2 IOUEe Ala EIOaO e O?e AC? E i IO |
2 IOUEe Ala A 85
Y iODIiA?A ADOD!uOs AoI nA ODe i 100
!
IA AI30 OAa Oeo-A UlA OAa OoIIol ι ι 1.1
_____统一分 美 法_____ |
________原路基土分类法________ | ||||||||||||
符号 |
± 名 |
S |
± 名 |
颗粒组成(%) |
性数Ip) 塑指E |
液限 Wy(WL) | |||||||
砂粒(0.074 〜ZmjlI) |
粘粒 -≤0. OOZjnjn | ||||||||||||
Gi:包括G-. G-F 、GF) GS(G-S) |
砾(包括不舍、,簿舍或舍细粒 土的砾)碰质砾(微舍碰质砾) |
1 . XX 土质砾石(>Ξmm) 颗粒⅛m>50% | |||||||||||
S〔包括 S., S-F, SF) SG(S-G)等 |
砂(包括不舍•"微舍或舍细粒土 的砂U砾质碰I:微舍砾局碰)等 |
Ξ .砾石g⅛X X±(>Ξ≡) 颗⅛⅛⅛占1口〜50% | |||||||||||
Ξ |
Ξ |
一 |
一 |
粗瑯土 ¢0. 5~Wmιn) 颗粒含⅛>50⅝ |
3 .粗砂土(A0.5ι≡) 籁粒含⅛>50% |
>80 |
>95 | ||||||
中砂土 ¢0. Ξ5-0. 5≡) 颗粒⅛m>50⅝ |
4 .中(>0. Ξ5≡) ≡⅛⅛⅛> 5 0 ⅜ |
80 〜95 |
Cly |
(<1) |
<16 C<16) | ||||||||
Ξ-F |
含拉的少 微细土 5 |
细碰土 (0. OT5〜0. 0Ξ5mm) 醵粒⅛⅛⅛50% |
5 .细砂土 (>0. Imm) 新粒⅛⅛>75% | ||||||||||
6 .极细砂土(AO. Imm) 轍粒⅛⅛<75% | |||||||||||||
SFL |
含低液限细粒土的碰 |
7 .粉应砂土 |
50—80 |
。〜3 |
<7(<10) |
<Ξ7(<30) | |||||||
8 .粗亚砂土 |
>5也粗砂多 芋细砂 |
3—10 |
1〜7 ¢1-10) |
16—27 (16〜30) | |||||||||
9 .细亚砂土 |
A 5%细砂多 芋粗砂 |
3〜IO |
1〜7 ¢1-10) |
16—27 ¢16-30) | |||||||||
FL |
低液限细粒土 |
1o.粉扇亚砂土 |
20 〜50 |
口〜IO |
<7(<10) |
<Ξ7(<30) | |||||||
1 1.粉土 |
<20 |
口〜Io |
VT(VlO) |
<Ξ7(<30) | |||||||||
FL |
Cl |
中液限 细粒土 |
中液限粘廣土 |
1W.粉僚轻亚粘土 |
<45 |
Io 〜20 |
7〜12 ¢10-18) |
27—33 (30〜4。) | |||||
MI |
中液限粉应土 |
1 3 .粉应重亚粘土 |
<40 |
Ξ0~30 |
12—17 ¢18-27) |
33—40 (40〜50) | |||||||
FL |
CI |
中液限 细粒土 |
中液限粘质土 |
1 4 .轻亚粘土 |
>45 |
45—50 |
IO 〜20 |
7〜12 ¢10-18) |
对〜33 (30 〜40) | ||||
Ml |
中液限粉质土 |
40 〜4 5 | |||||||||||
ΞFI |
ΞCI |
含中液限 细粒土的 砂 |
含中液限粘吁土的砂 |
1 5 .重亚粘土 |
>40 |
>50 |
20 〜'30 |
12—17 ¢18-27) |
33 〜40 (40〜5。) | ||||
SMI |
含中液限粉廣土的砂 | ||||||||||||
FH |
CH |
高液限 细粒土 |
高液限粘原土 |
1 6 .轻枯土 |
<70 |
<50 50 〜70 |
30—50 |
17—27 ¢27-43) |
40—54 (50 〜70) | ||||
MH |
高液限粉应土 | ||||||||||||
SFH |
ScH |
含高液限 细粒土的 砂 |
含高液限枯质土的砂 | ||||||||||
含高液限粉质土的砂 | |||||||||||||
FV |
CV |
很高液限 细粒土 |
~很高液限液质土- |
IV重粘土 |
1 7 .重粘土 |
<45 |
>50 |
>27 043) |
>54 (>70) | ||||
W |
~很高液限粉吁土- |
o U iOD Wi Ip O eIaOA0oEUITAaoI2a 0C2a A AOolT IaO∣AEUDOO y!
U Wy IaOO 76g 3AEeEi E 10mm 2a A AOoIT!
U IPIaOA elo 2a EUIToo 2 AuOA WyCo A AEUDOO y!
标准分享网www.bzfxw.com免费下载
A UlA CI ?aIUAN0 31 E OAa ι 12.1
分级 |
分类 |
土质各 称 |
开挖方法 |
I |
砂类土、种植土、中密的砂性土及 粘性土、松散的粘性土、含有直径 釦顾以下的树根或灌木根的泥炭土 |
用啣蹬氤,一下到底 | |
II |
水分较大的粘土、密实的砂性土及 朽性土、半十姬的黄土、含曰直径 釦顾以上的树根及灌木根的泥炭土 石质土(不包括碎石土及漂石土) |
部分须用镐刨松,再用戲挖或 连蹬数次方能挖动 | |
III |
ɪ |
砸粘土、密实的硬黄土、含土较多 的碎石土及漂石土、风化成块的岩 石 |
必须全部用镐刨松后才能用锹:挖 |
0 ! OA I
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t! A o
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2.IA AE0 A? C N2alyo ERA? A ElANUOU 550 !a A sIAA OD AEOoo 2a AaO A?Ee A? 2 000 ElANUO A? U O E i !
Ey! OCA Ee
1.oaIa!a!aAU?0OAoaIA0U 105 !A5 !a!
2. sIAA !a!aAU?0OAoaIA0U 550 !a!
3. EYA !a!aAIEE A IANUEYA ! ?EIaOD C A EOo Ao OAaEU SIeEYA EY y Oa ?E2E0AAI sIA AAAoD!
4.IiA !a!a DA?OAEUIa0.01g 3AA?0|0eNUA OEYA UA?Ia 0∣!
EOiA !a!alcAaE 0Nu0A!
6. NuoD! o2 ! 3 E!
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1.2U 2 Oe
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2. AEa
×100%
Au! EO A?2a 1.2U 2 Oe
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2. AEa
OAIA AEalA AEO A?
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As! a
1. ONealuO∣IatIADD2a AA uO
2. ONe alu E 0.1 !
o2a O IA NUA yA?O|u Y
DeOaOo O R
E2aDTOy3AA? E!
0 ! OA I
OAOU2a OOI AIA! o AUlA E Ao ERA?Oe EAU E AlOI O OE IAAiNo ER A?OeIaO|AioEAUE t! A o
ONe OCaDI! OODI ONe ! 2EOAAAOO O∣uY la Ala ol 31! ?AN ONe A DeOaN! ! IANu2 OO lOA!
ONe OOAaol OAIOAA? i 4.1
试验 方法 |
类别 |
锤底 直径 (CJn) |
锤重 (Kg) |
落咼 (Cjn) |
试筒尺寸 |
层 数 |
每层 锤击 次数 |
试料 m J=L 用里 (Kg) | ||
内径 (Cm) |
咼 (Cm) |
容积 (Cm) | ||||||||
轻型 |
I . 1 |
5 |
Ξ. 5 |
30 |
10 |
1Ξ. 7 |
997 |
3 |
Ξ 7 |
3.0 |
(I法) |
I . Ξ |
5 |
Ξ. 5 |
30 |
15. Ξ |
12.0 |
2177 |
3 |
5 9 |
6. 5 |
重型 |
II. 1 |
5 |
4. 5 |
45 |
10 |
12. 7 |
337 |
5 |
Ξ 7 |
3.0 |
(II 法) |
II. Ξ |
5 |
4. 5 |
45 |
15. Ξ |
12.0 |
2177 |
5 |
5 9 |
6. 5 |
Ey! ONe E OAOUA D!OU 5mm AIAAI 02 OAOUo 5mm OOEI?AA AoAUIA!
A oOU 5mm AlAOoD !OU UIAOO A 30 OAD! OI2 oOU 30 OA o OI2
EA! OCA Ee
1. e OC( I 4.1)
2.oa Ela EoiA
3.IiA o DA? 0.0lg
4.1 30 o3AA? 10kg DA? 5g
5.02? E o? 5mm
(O ) 12
a)D! 12(0 10cm); b) o 12(0 15.2Cm)
1-I 12; 2- 12; 3- a; 4- a?e
(I : mm)
(t) OlE
a)2.5kg (Aa S 30cm ); b)4.5kg (Aa S 45cm)
1-Ia 0; 2- 12; 3-02IeA a; 4-
(I : mm)
I 4.1 e OC
6. eoll S o 400x600mm ! Ei 70mm A e OAl IA2u
7. AaEu OACEREe ! AelAA ! IAA ! A?I2! IAlAA ! AAoD! DTlA ! A0 3sE! la! 2U 2 0e
1. SoD UiDoAC E( OoU IoU 50 !aIA ElAoa E)IANU AoUleA aEI 0A02A l Ae E o0AAelA UAeE E ooly 5mm E ! 00UD! OoEAO E!E IA AIAIaN !A 3kg 0 0U o 0122 Oly 5mm E 0A O o0U 40mm AEe(AU) e3y ?E INU EA O E!NuO N !A6kg ! (NIaO lA2a a y OAEUIa4 o)!
2. 3o2 IAAAiNo ERA? I 3〜4 o00 E ER eOE C EIA! IANUOI A0U2 IuER AAl
EI CEIEo a2 oEUAI2 AAAI0 I a ioAAUly0l.
3. U Yl 3I0aCo N!0n i 4.1 ODla ACaDl oOODI 0Ne 2 0 o0U 5mm ?AA A U OA oD! N!0AD! 012 o o 012 ODD 0Ne!
4. 12 A0U a02 A OAaEI E!OA OA AlANU O3 o5 I lEEI2AU! D!I2 Ey2a
A? I0 800〜900g(AaA?0|l oo A 0Nu E0U oA0 s0UI2 S AEy OORO ) Ia2a
A? I0 400〜500g(AaA?0|l oo A 0Nu E0U oA0 s0UI2 S AIa OORO )! 00U o 012 IE
a?e AEeI2AU aEI Ia2a A?2aDe 0Nu0 900g(I A IA)~ll00g(ODA IA) Ey2a
A?2aDe 0Nu l700g o00! OUA iAa 2 E0 0Nl o Eoola A y ODD U!a2aIA A 0∣00E lO AaIA ODe u0E O2 0U 0NuAa! U0 2a Ieoo
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5.0ADTlA NOI I2AU UI lI l 0Nu0eI I2INAeoo A 2 E!IAI 12 AeI2 I DAI
A 0Nu 2e3y a 2A I2Ia U 3AA? E OA 1g !
6.0AlAlAA IA3oI2AU 0Nu 0 0NuODDA ∣E!Nu2aAao ERA? AEaOA 0.1 ! 2a OER A?0A 0Nu A yA? IA ila E!3o0D U iD0 AIANu!
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2a o ERA?0A 0Nu A yA? i 4.2
i oA (mm) |
0NuO A?(g) |
o |
_y________ |
<5 |
15〜20 |
2^^ | |
0 5 |
0 50 |
1 | |
0¼ 20 |
0¼ 250 |
1 | |
___________0 40____________ |
___________0 500___________ |
1 |
Au! AEa a
1. IA AEa I oo A EO A?AU E o
Pd
OD Pd!a!a EO A?AU E
P0!a!a aO A?AU E ∣0!a!ao ERA? !
p0
1 + 0.01ω
g/cm3
g/cm3
4.1 C
2.00 Eo A?AU ElaYUe o ERA?Iaoa U e aOA Eo A?AU Eoeo ERA? AIol Culs(
I 4.2) CUlSEl aO a A Y! oa u e O eIa i o EO A?AU Eol i No ERA?! ECCUlS2 AU a 3oA 10 A aO a 0∣oDD21 a oOO o!
3.EoDe0a ?E IA AEa?OAola y EOUAa A EO IS 2 Oa UlS a0Uo ERA?0e EO A?AU
E A10I I EI 00 E I( 14.2)!
pT100
OD Pd !a!a ONu A EO A?AU E g/cm3
V !a!a?OAoIa y
P !a!aIAA AO A?AU E 00UOD?AA IAon ?AA IA OoIaIAOD OI ?AA A i oIO A?AU E g/cm3 ∣0!a!a 0Nu Ao ERA? !
OD
dmax !a!aD Oyoo AioOA? EAU E g/cm3
dmax !a!aOAA D!OU 5mm AlANU ONeEU A A i
o EO A?AU E g/cm3
AEaOAQ.01g∕cm3!
P !a!a OAIODA oOU 5mm ?AA AUOy
P !a!aA oOU 5mm ?AA AA Ia yOOA∣AU E
i No ERA? IA DOyo
W0pt=W0(1 -001P)+0∙01p wn
OD w0pt !a!aD Oyoo A i No ERA?
w0pt !a!aOAA D!OU 5mm AlANU ONeEu AAiNo ERA?
P !a!a OAIODA oOU 5mm ?AA AUOy w!a!aA oOU 5mm ?AA AlUERA? !
O ! OA I
OAOUl OIO3!2a IA A EO A?AU E! o ERA? O o AEaNI E!
t! A o
EO A?AU E o ERA? ONe OO aO3DOIA2EOA ! O 2 O CDEEEO3 OuIaDO AlA
Nu?E2EOAA a OE O IA OAAOIA 2EOAlaE !
Ey! 2a EO A?AU E o ERA?
1.OCA Ee
ONeDeOAIAADOCA Ee :
(1) oAU2aIa yIa 200cm3 A OO AaO EODED?U OOAulaEE!
(2) E!IAA o( I 5.1) UA C! IoI2oI I 13( E!Aa !O U) O∣Oe 3s cAaoI!
(3) IiA (3AA? 1000g DA? 1.0g(OAOU AU Ia 10cm) o 0.lg(OAOU AU D!OU 8cm)
(4) AaEU o a! D!IuCA DTlA ! O !O3s 2a o ERA?Ee E!
2.2U 2 Oe
(1)OU ONe O a Aa yO 30 !A 30cm2 AO ?e 0Aa2uA ! EC i2eIiIANl AU E OIi AaI Nl IA2aCa3y E 2Nl IA2a2uE O 2? O(AaEi E ODeOa o ) l oIAoo AU i la AE!IAEi E!
(2) AuOA3Y Io olI OU2uA A OAaEI E3 I ! C AEe IoI2AU!
(3) OAAa oEeIAOD OA C AaOe IoI2EI?UAeA IaOl! EoOAAa oEeEOODA
AN OEAi 0 OUDD !
(4) E o ( oO )ol IoI2 OA a ONuIU3o!
(5) CaCaE!IA C OADTlA I E A EOaIA 2 AaDTA !
(6) 2A Ia U OUIiA AiAAeO E AIAOe EA? AiAAe O O3A3o aIAO A?
E OA 1.0g !
(7) O ODE!3o sOD U iDO A ONu2a o ERA?!
3. AEa a
OolA AEao ERA? EAU E
×100⅜
(5.1)
EA! A a
2a Eo A?AU E o ERA?
(5.2)
1.OCA Ee
(1) IiA o DA? 0.0lg
(2) E0 -! I Is! A ! 0e! I IA E!
2.2U 2 Oe
(1) 0AI IA CDE!Ia y OoU 20cm3 AOt I 3y O t iAa AEE! !IAOO aEnAa C OU IiA EI3AA? E OA 0.01g !
(2) I 0a O tIANu ODDo ERA?2a !
(3) A OEEOA OlyEU a 0AI IsI ! O t tEe A OD 1 O t iAa 2 CO !2aNIAU
A A EoOtAA EIODAoAY DeOAEEOe IAAAoAYOUOA A Ii3a0e? I?A ? ?U!
(4) yAaE oo A a O tOUIiA EI3AA? E OA 0.0lg !
(5) 0AI Is A a O tOAOUIiA O E 1Aa t !OU 0D0oAoER AEO -OD EO-U 3AA a O t AERODO A? E OA 0.01g 2 2aA? ?ER AlA E!
Oa O t2 Oa
(6) A a O t 0ERODE!3o 2A E A iAaER O OU?0AoOD3AA?!
3. AEa a
(1) IA AEa aO A?AU E EO A?AU E
5.3 C
m W - m m W - m 0 ------------------— ------------------
P P
I Wt I W
P d |
=P 0 1 + W |
5.4 C | |
OD |
m0 !a!a O tO A? g | ||
mw!a!aA a O tO A? g W | |||
m !a!aA a O tERODO A? |
g |
PWt !a!a ?EROU T !a AAU E g.cm3 E OA 0.001g cm3
PW !a!a AAUE g/cm3 ?E2E0A 0.92g cm3
∣0!a!ao ERA?
P0 !a!aIA A aO A?AU E g/cm3
Pd !a!aIA AC O A?AU E g/cm3 !
⑵I OOt ODDA DD ONe E!AaEa OA uO E!A I D! y AaA ulo2i2 A3 ly
0.O3g∕cm3 !
Ia! IaE 2a Eo A?AU Eolo ERA?
1.0CA Ee
ONeDeoalAADoCA Ee o
(1) IaE AU E ONeOC( I 5.2) o UA AC ! AC U! A cI2oII ( Ey oil A )!
(2) 1 30 o3AA? 10kg DA? 5g 3AA? 50kg DA? l0g !
(3) A?E OA 0.25~0.5mm EOiCa a A uOEE 10~40kg !
(4) AaEU oA?E EYA (0D C) D!Iu2u O 3s E!
2.2U 2 Oe
A,IAAa2 0 1IA
(1)OU ONe 0 a 2uA Aa yO 40 !A 40cm2 AO ?e OAa! EC i2eIiIAN1 AU E 0∣N1 IA2a2uE O2?O AaEi E ODeOa o 1 O?0 AU i 1a AE!IAEi E!
⑵3A A?E AEYA OO-ODA?E O A?! OCA AOU2uA A OAaEl 0A1I A I I OA
1I ! A?E -AC IiEeI y IiAUoo AA OAC !Ac UA cI2(IT C ?E2 0A
A cI2) O O eO2DIIu2uI OUI IaAa O O0AO 3s1IA I ElE Aa 1E Aa0eI sO AeA ! 1IIA AA?E 0Ee eO2DI AIu2uAU 1 OA?E EYA 2Aa! 3AA?E EYA 0 U
O I 0aE A?!
(3) I AU AA?E E!3o 3AA?oo 1 OA?E EYA AU AUA?E O DiODEU2? OEOAoOU AU!
IU?0 0∣I0 eD!DA ONEE A ONuE 2?E!3o! IU3o A ONuE 2? OEe ONu AEYA
ONu3AA?(AaOD UA I AU2DAo AEUA?A?E )! 2 E! s0D U iDO A ONu 2a Aao ERA?!
E Aa OA0eAc EIO AeA 213aO Iu2uA?E (O 300cm2) OO?OOAA?E IAAaEU E
OAIa E! o I ?iIiAu iooAc ODA?E E 2? A?O!
O ?0 3s C i 5.1
ONu i oA (ii) |
_________________________O ?0 3s C________________________ | |
O ( ii) |
_____________Ei E( i i)_____________ | |
5 |
150 |
200 |
40 |
200 |
250 |
__________80__________ |
____________250____________ |
______________3^0______________ |
(6) I A?E IiAuooE! oAc ! AC U AcI2 O O eO2DIIu2uI OUI IaAa
O O0AO 3s1IA I EI AE Aa 1E Aa0eI sO AeA ! 1IIA AA?E 0A eO2DIIu2u 0E! oo E 2? 1 OA?E EYA AU! 3AA?E EYA 0UtI 0aA?E OO!
(7) E!3o O?0AUA?E OO IA I ONe 0∣0A! EoA?E ON ta o i0DO0O 0∣O0DA3a O C EiyE oo OUDD 10A!
(8) IAODEo0DoU o? I A?E ?EAU oEeAa? I ?E IiE OAa o O?0IaDI EE3U O A EEO 2aEaEiE 2 OUIoI o O?0ODIiEeA?E !
(9) ONe3AA? E o3AA?D!0U 10kg Ia 5g o0U 10kg Ia 10g !
(10) IA AEa aO A?AU E EO A?AU E( AEaOA 0 ! 01g∕cm3) o
C (m4 - m6) - [(m1 -m2) -m3] p0 =------:
5.6 C
OD
P0 !a!a aO A?AU E g/cm3
Pd !a!a EO A?AU E g/cm3
m1 !a!aA?E EYA Oo-ODA?E O A?
m2 !a !aA?E
EYA
O Uo I
OaA?E
m3 !a!a OI
ODE!3o AA?E O A?
g
O A?
g
m4!a!a ONUEYA m5!a!aA?E EYA m6 !a!a ONUEYA ∣0!a!ao ERA?
Pn!a!alu
PS !a!aIU
A. OAaO HA
O Di2
O ONuO A? g
t I OaA?E
O A?
O?OAUIiE
A?E AA
OAI
O?OC IuI
OolA o2
AUIiE
Oe
oDD2U
uO A?AU E g/cm3
A?E AA uO A?AU E g/cm3 !
(1) ONe 0 a OAa ODe Dl HA E 00 2 Oe 2. A.(4)IU O?O 3A ONUEYA O
ONuO A? 2 E! sOD U iDO ONu 2a 0 ERA?!
(2) 3A A?E EYA OO-ODA?E OU O?OEI AOA A cI2oIAc 2 Oe 2. A.(5)Io O?OODIi A?E !
(3) O?OIiAuA?E 00 E! OAC A cI2 OAO 3slIA A?E iAa IOeO- OAaAeA ! aOa AA?E l 0A?E EYA 3AA?E EYA 2 a ?EOO2l3a 3AA?E EYA O OaE A?!
(4) O?OAUA?E 2 Oe 2. A.(7) 2. A.(8) ∣Ai!
(5) IA AEa aO A?AU E EO A?AU E( AEaOA 0.01g/cm3)!
m4 - ≡6
P0 = ^m;
Pn
OD m7!a!aA?E EYA AaOa UoAl C !
O OaA?E O A?
3. ONeDe ODD t IA DD2a E!AaEa OA
Au! Nl E AEa
1.Nl E(K) AEal
K = P d × 100%
P dmax
OD Pd !a!a EO A?AU E g/cm3
Pdmax !a!a i 0 EO A?AU E g/cm3 !
5.7 C
5.6 C uO !
5.9 C
2. AEa alu E 0.1 !
A AU NO
VaIUANO 31 E OAa
NO |
?aIUAN0 31 E OAa i |
i 6.1 | |||||
分类 |
岩石名称 |
钻Im所需时间 (Inin) |
爆破1立方米所 需炮眼深度 (In) |
开挖方法 | |||
1 |
Ξ |
双人 打眼 【工日) |
路堑 |
道坑 隧导 | |||
软 石 |
多种松软豈石,胶结不紧 ,较坚硬的泥灰岩,块石 土及漂石土,软而节理较 多的石灰岩 |
<7 |
<0.2 |
<0. Ξ |
<Ξ.0 |
部分用橇根或十 字镐及大槌开挖 ,爵会用B⅛⅛ 开挖 | |
硅质页岩,钙质砾岩,白 云岩、石灰岩,坚实的泥 灰岩,软玄武岩,片麻岩 -正长岩,花岗岩 |
≤15 |
7—20 |
0.2 1.0 |
0.2 0.4 |
2—3.5 |
用爆破法开挖 | |
石 |
硬玄武岩,坚实的石灰岩 ,大理岩,石英岩,闪长 岩,细粒花岗岩,正长岩 |
>15 |
>20 |
>1 |
>0.4 |
>3.5 |
用爆破法开挖 |
O 1 !a!a a OaNoo OoI eel e 000
2 !a!a a eN0A0I aeel e 000!
Nl 0IA A OAaEcIA o
(O)NIOIA oNIDOO OAai i 7.1
________NI 0IAAu3A________ |
cl-1∕so4-2 |
(co3-2+hco3-1)∕(cl-+so4-2) |
AENINI OIA NCAENINI OIA NCAoEaNINI OIA AoEaNINI OIA I EaNINI OIA |
>2 2-1 1-3 <0.3 -- |
-- -- -- -- >0.3 |
OAe 0 Ao A?OO 100 C ElAAU A c/1000 A? A!
(t)NI OIA o NIA? OAa i i 7.2
NI OIAAu3A |
_____________IA2a AA Uo NIA?(OOO A? AUOyA)____________ | |
AENINI OIAOeNCAENINI OIA |
AoEaNINI OIAOeNCAoEaNINI OIA | |
EoNI OIA |
0.5〜1 |
0.3〜0.5 |
ODNI OIA |
1~5 |
0.5〜2.0 |
C?NI OIA |
5~8 |
2〜5 |
IyNI OIA |
>8 |
>5 |
Nl OlAA U s3o3 AU OlAERl iD! s E ι ι 8.1
A UlAAU3A |
____________________________iD! S E(m)__________________________ | |
EoNI OIAoI0DNI OIA |
__________C?NI OIA__________ | |
0DE ! I E |
1.0~1.2 |
1.1~1.3 |
E DOIA |
1.3~1.7 |
1.4~1.8 |
O3DOIA |
1.8~2.8 |
2.0~2.5 |
UDOIA |
2.1~2.6 |
2.3~2.8 |
A A IaOAEA
0 ! Ia a0U0U0 DD e IolA Coeoy OoUoaCoNl n3I E2 I AoA E A EClA o
1. i OUNl n COaNu 2 ?EAo
OyAa 2E0A! ODe!
Aa 2E0A! Nl u! !
2. i Nl n OUOy3 Ce?oIA u0∣0aNu A o
OyAa 2E0A! 0∣!
Aa 2E0A! 2 0∣! o! 2 A! !
3. i O DiE00DN!0n OUIo tDi?E IE0∣OaNu A o OyAa 2E0A! 0E! o! ?E!
Aa 2E0A! 2 0E! !
t! IoIA0D0 A ODe AaEUODIo e 0 DD AD Ia ! 0∣!-!-0 DD! o! 0∣uoI!-!-
A0aCo( ola )! ! C ODe Eu0 A e 0 DD AD Ia ! ?E2IOO!-!- A0aCo( ola )! !
OE A
0 a I oI 2 D DOtl 3IEe AND ?EU
2I 0 I o AI oN ! Ii o DOtl 3I 0! Ii o DOt0 l E ! la0Y DOtl 3Il E ! C D DOtl 3IND ?Eu! C D DOtEAl E ! 00Ci DEi Al 3Il E ! 00Ci D3C 0! EIo DOtl 3IND ?Eu! lt u o DOtEe AND ?Eu! EoNo DOtl 3IEe A ND ?EU
0 0aAe2YEE o AOa! 0UIU a
0Ne alu o ERA? E 0.1 O A?AU EE!A I D! y(g∕cm3)!
a0∣A 2E0AoIOO !
As! E A
1. 120 a AOUERAa iAyIA OAaEI 0Ne ECA 0DOaOO OAa 02?E00 A0U a02A IE Ion A I EI 0Ne!
2. 00UI A IA?E2IOOAaEUIT1A A i No ERA?! 0 a IEUIT0 D! 3~6 00UE D0IA 0 U 3 00UO3D0IA0 Ia6 ! IiE E AUlA Aa AI A i No ERA?0e AIOD AI IAo A?ol EUD0O y0D10 0 a a 0U 5~12 OR a 0 EI IAA EU EUD0O yIa 0 A AaEe Aa
i No ERA? 0 U 5 ! 00UI IAA a EUD0O y I o AE AUlA Aa i No ERA?0 0U 10
o00!
3. 0AIOD o0U 5mm ?AAI Ao A?Ia 5 0 30 2 0AD! 012 0Ne IAAa -Nel O e 0 0NeEu A A i o EO A?AU Eol i No ERA? ODDD Oy( o0U 5mm ?AA Ao A?D!0U 5
?E002 ODDD Oy)!
i o EO A?AU E IA D Oy o
P max = P max(1 -0.01P) + 0.9X0.01PP ( 4. 3)