橋隧工初級工題庫

-B(C)DABCD3B(A)0.30mm(C)o.350.55mm4BABC0.5mD5,(D)(A)20(C)15(D)106B),[221021428]7,用(C)以沖(A)10(D)358.制牽引按列向靜載AA10%BC30%D..-CABC58D6210C)(A)4050N.m(B)4070N.m(C)40(D)4080N.m11A)(A)(B)(C)(D)12,(D)[231021428](A)(B)(C)1340m(D)(A)4050N.m(B)4060N.m60N.m(D)5070N.m14CAB1.5cmC15下宜,一般(D)(A)20mm下(B)12mm(C)12(D)412mm大(C)縫膏子身裂紋有冰作局得大AAB0.3mmC0.4mmD(A)..-(C)AABCD(A)(A)7(D)2821A(A)0.52mm3mm(C)2(D)34mm22A(A)4h5h(C)(D)7h,5m,(D)(A)1632m48m64mAA6BCD2A(A)(B)(C),D)[222021326](A)Sa3(D)St327調(diào)好后(B)內(nèi)完..-28(A)(A)(B)(C)29D)[212021410](A)50mm(B)60mm(C)70mm30AABCD31B)(A)200mm400mm(D)500mm32C)(A)34C(A)(B)(C)(D)35C)(A)100(B)150200mm(C)100(D)200300mm()(A)20mm(D)50mm河海..-BABCD,(B)[222052145](A)2535mm65mm(D)77mm39A(C)(D)4030A(A)(B)(C)41B)(C)20cm,,(A)(A)M10(B)M7.5(C)M543CACD44,(A),(A)50m25mC35m20mD30m15m45B)..-2cm3cm(C)34cm(D)45cm46100m500mBACD()(A)(B)(C)CA11.75B11.4C11.5D(12.0)49AABCD(B)(A)M7.5(B)M10(C)M15D(C)18cm(D)20cm,(B)(A)58cm7cm(D)10cm或礫,其厚(B)(A)20cm15cm(C)15冷冷平均氣BA0-10℃℃-15℃C℃-15℃D-15℃-20℃..-55()(A)2030cm35cm,(A)1:2(C)1:11:2(D)1:1.75BABCDD(A)(B)(C)AABCD60B[221082974](B)200km/h(C)250km/h(D)120km/h61鋼混凝土采泥號()(B)32.5(C)42.5R(D)52.5R62運營上,檢備他施與主聯(lián)結(jié),制止(B)聯(lián)結(jié)(A)釘(B)電(C)高螺栓精螺栓63CAB1.5mC1.8mD2.5m64(B)凝..-(C)(D)65D(A)24cm(B)2(C)12cm(D)166(B)(A)(B)(C)67BABCD50cm68DABCD)B(D)230mmA(B)(A)04mm721mA)(A)25cm(C)35cm73機(jī)D74設(shè)置曲緩也設(shè)D坡..-A1BCD475C[222052043]ABC3mDAA2mB2.5mC3mD77A)(A)35m3m(C)1(D)5m78,(A)(A)13h(B)3(C)4(D)579AA10000mC20000mD80,(C)(A)(B)(C)B[231062249](A)(B)淺82,(B)(A)1％(B)2％(C)3(D)4..-B(A)M7.5(B)M10(C)M15(D)M2084D)(A)(B)(C)85A(A)(B)(C)86(A)(A)(B)(C)(D)87,(D)(C)15cm88()[231062253](A)0.51.5mm(B)1.52.0mm(C)2.0(D)2.54mm89A(C)1:490(C)(A)30mm(B)40mm(C)50mm(D)60mm(C)[222082968](A)(B)鋼(C)橫向聯(lián)系(D)92箱框指B)剛性..-(C),(A)(A)(B)(C)BABCD95B)(A)(B),(C),96B),(A)5(B)6(C)7(D)897C),(A)20(D)5098.CA1BC2D99.A2.000mAB高BA0.500mB－C3.500mD1.500m100手板鋪設(shè)得()(A)1:2(B)1:3(C)常手架立桿局,木得(B)(D)90mm腳手(C)..-103D)(D)(A)(B)(C),B)(A)km(B)m(D)mm106B)(A)t(C)gA[212082968]ACDDABCDAABC40D50BABCD調(diào)節(jié)111(A)嚴(yán)密連,防下(A)鋼(B)護(hù)(C)蓋梁..-112()(A)(B)(C)113C)ABCD114()(A)100mm(D)400mm115BABCD37mm116C100m150mB150m200mC200m250mD117A[211021529]ABCD118(C)[231082968](A)(B)(C)部許于C造簡單(D)[222082968](A)16m(B)28m(C)36m壓力容(C)內(nèi)進(jìn)展燒焊及他加熱作..-A)(C),[222052147](A)2Km(B)1.5km(C)1kmB(A)0.5(C)1(D)5BABCDBABCDAACD口BABCDD樣ABCD..-AABCD131CABCD120Km/h,,C)(A)350mm(D)600mmB)(A)(B)(C)D(A)5(B)8(C)9(D)10然斷裂種斷裂現(xiàn)象稱為CAB沖壞C疲壞D壞平安帶每(B)(A)3個月(B)6個(C)9個(D)12月137(B)及,設(shè)跨差,(C)(A)50mm(B)60mm(C)70mm..-,(C)(A)15mm(B)20mm(C)25mm(D)30mm(C)(A)258(D)813(B)(C)300mAABCDBABC1/41/5BABCD(A)(A)3038%(B)20(C)1018%48%(B)(C)30d,(D)[222021327]..-(C)Sa2,25(C)AABD,(C)(A)(B)(C)(D)151D(A)(B)(C)B(A)(C)153C(A)(B)(C)A[221082969]A16mmBC20mmD炔溶體里會使爆炸危性DA規(guī)律BC加D降低粒徑B粒稱細(xì)料[221062457]A5.00mmB4.75mmC4.50mmD4.25mm材料力收量量..-BACDCABCDD(C)BABCD161A(A)(B)(C)AB(A)(C)許速斷后理插軌BABCD[212021326](A)很(B)(C)珠很流淌慢慢散滲刮膜好..-(C)D(A)(B)(C)BABCB(A)5mm(B)2mm(C)4mm(D)3mmB[221082969](A)20mm(C)32mm(D)64mmA(D)6mm磨耗B(A)5mm(B)6mm(C)4mm(D)7mm50mm斷低D時制止使用[221010614](A)5mm(B)4mm(C)3mm(D)2mm在鋪無線路進(jìn)展治座須鎖D內(nèi)低制(A)20(B)(C)C..-ABCD250mmC(A)(B)(D)D(A)(B)(C)(D)4mD(A)(B)(C)(D)C[233062661](A)(B)(C)響致應(yīng)最后C才許破區(qū)檢[231072865]鉤試應(yīng)比許載D量ABC20%D鐵絲石A網(wǎng)孔受固(A)六(B)四(C)孔石籠籠鐵D(A)23mm(B)34mm(C)46mm(D)68mm..-AAmmCD100mmC(D)160mmCABC4mmD(D)[222062456](A)50MPa(B)60MPa(C)70MPa(B)(A)(B)(C)D(A)16mm(B)18mm(C)20mm(D)25mm形(A)硬(B)(C)剛撓噴射骨料是A(A)砂(B)粗砂(C)細(xì)砂特細(xì)砂枕削圍誤AABCD噴噴咀垂傾斜B..-C(A)(C)BAABCDDm199A(A)2912(C)12(D)1619(D)ABCD跨度到B搭設(shè)橋孔下地方很采D(A)吊法(B)就地扳起(C)滑法相組法明渠墩臺構(gòu)徑BABC1.0mD..-A(A)1.5(B)1(D)2.5B(C)15cmC(C)15cmB(C)15cmAB(A)(B)(C)210A(A)(B)(C)(DABCD4mCACD21316MnA(A)均含1含0(C)均含16%(D)均含量.16%..-B(C)15cm(D)20cmCA-10BC-15D-20C[231062250]D(A)(B)(C)C(A)(B)(C)A(A)BCDB(A)(B)(C)C[222062456](A)0.3mm(B)0.15mm,深入但已定(C)臺貫穿0.3mm222梁選用千斤頂定頂實際需要頂起重B(A)1.2倍倍(D)2223．B..-224CAB0.65mCD0.8mC[222062764](A)(C)DABCD1:1.5DABDC(A)20(D)50B[222031633](A)(B)B設(shè)AB10mC20mDB[221083075](A)4m(B)6m(C)8m232.

焊縫中含有多氫時頭容哪種裂A(A).冷裂(B).熱裂在熱裂紋(D).坑裂紋..-233.2100ΩA(A)50ΩΩΩ(D)200ΩB(A)(B)(C)235.

B(A).(B).(C).(D).AAC+5mmDAABCDAAdBC2.50D3.0dBABCDC[222031738](A)(B)(C)C[221082968](D)0.02200mCABCD..-1500mmCm(C)B(A)2(B)3(C)(D)35C[222052147](A)(B)(C)(D)B(A.)(C)(D)B(A)(B)25cm(C)AABCD0.4AABCD10應(yīng)CAB用抹布浮C砂布打磨后D保質(zhì)A..-(C)D(C)3(D)5A[222062355]A80cmCD,DABCD10KN/m255.(B)A(C)0.4mA[232021225](A)(C)(D)CC[222021225](A)護(hù)(B)(C)局部罩漆(D)漆B..-ABC4hDCABCDC[231021529]ABAABCDC(A)1MPa(C)(D)4MPaBABCD5cmD(A)K1(B)K(C)K(D)K1A(A)

(B)

(C)

B(A)(B)(C)靠釘A來(A)剪切或受拉(C)受壓(精C(A)膨脹(B)普通(C)高強(qiáng)(D)..-A(C)(D),,D[232031738]ABC85DAABC27DC(A)10mm(D)20mmC(A)15mmA(A)(B)(C)50mmD(A)55mm(B)(C)75.2mm(D)74.6mm能伸出C(A)1～2mm～6mm(D)6mm8mmB[222021428](A)(C)式樣造紋原因B..-(C)(D)CA(B)0.2mA(A)(B)(C)DABCDCACDC(A)(B)(C)向向(C)緣三一向(D)任意拉力較使C(A)示功(B)風(fēng)(C)燈光接處外處理化學(xué)A理(C)光(D)和(B)..-(C)(D)DA(C)15(D)20D(D)32mmD[211010305]ABCDB(A)(B)(C)(D)(D)(A)(B)(C)(D)C(A)(B)線(C)(D)壓線檢查法線出各點B(A)周圍銹蝕面(B)矢(C)寬拱檢查橋枕否失效之Φ1216mm木A木枕(A)木木(C)木(D)木..-A(C)(D)A[222082973](A)(B)(C)B(A)(B)(C)(D)A[222021101](B)(C)(D)B(A)80mmB(A)(B)(C)C[222021411](A)(B)(C)因鋼類型不一必錯開頭根A栓結(jié)三角形長方形(C)防磨墊板(D)膠墊板C[211083075]ABCD..-C(A)2(B)3(C)4(D)5A(C)5(D)6,CA2025C30302mC[222082970](A)(B)(C),DA5BCDD(A)50mm(D)80mmB0.5mmC(A)1mm(B)2mm(C)3mm(D)5mmB[211010101]AB2mmC3mmD"A..-AABDBABC4mmDBABCDCABCD,AAB16hC24hDABCDC[231052147]A1BCD1.5A漿稠程[231062457](A)灰比(B)塌落(C)含率級配比架BAB1.5mCD325腳荷載1㎡過C..-AC2.7KPaD2.8KPaBABC30mDBABC100mDBABCD,D,A510CD20330,BACDB,A50mBC150mD80m332AA150mmBC200mmD220mm333隧斷C[232052147]A㎡B㎡CD㎡334桁造復(fù)般適BAB48mC50mD335B..-ABCD33640mDABCD337CABCD338DABCD2440mm339BABCD(A)132(C)1(D)110.?1D[222062457]A0.00001mm0.0001mmC0.001mmD0.01mmBA500mBCD1500mAA30mBC40mD344A..-A6BCD93455CABCD346CA30tB40tCD60t347DABCDAABCD349ABCD外表溫BA℃B℃C℃70℃有小又有向這量叫BA量B量C量D量352易被漂浮物泥石堵塞洞應(yīng)洞前設(shè)AABCD353C[213062661]..-ABCD354BA0.2mmBC0.4mmD0.5mmD[211072867]A10mBC20mD356BABCD357150018cmBABCD358AABCD60cmCA14B／3C／D1360D產(chǎn)流掛因A稀噴C度太慢D質(zhì)361用中油橋每B[221010408]..-A(C)362CABCD2.5m363BABCD364AA2B3CD40365DABCDAACD0.3mm數(shù)作業(yè)BA2B3C4D5旋斤磨損D禁使A5BC％D％369砌片得CABCD50mm370等強(qiáng)度低DABCC50,C..-ABCD372CABC1/2000D373BA1BCD4374AABCD375BABCD376CABCD377CAB2.0dCD378度在60℃～﹣AA丁膠天橡CD鑄379通板向生是A..-BCD380BABCDC[232021225]ABCDBA12C4mmD4A,ABCD384床大D的結(jié)A㎡B㎡C㎡0.5㎡385線鐵路的通能般線鐵路的CA1倍B3倍C34D45倍386量角的范圍DA090°B°180C°D0°°387表到達(dá)A標(biāo)可[221021325]A級BCSa2級St3級388I級鐵路一般的線D..-ABC900mD1000m389DABCD390AA1BC2D391BABCD*CA400mBC600mD550m393DABCD(C)ABC30mmDDABCD特征技術(shù)狀態(tài)396差得超過CA1B％C％D4％397外兩鄰接石邊相錯位超過AABC1.5cm..-398DABCDCABC6200mmD6550mm40020mAABCD40120mCABCD,CABC20CDCABC3mDAABCD1mDAB300m3000mC4000mD500m406100m500m..-BAB500m2000mC4000mD300m407AAB200m2000mC2000mD200m408AACD409BABC0.3m0.35m410BACD411(C)[221062456]ABCD60mm0.3mmCABCD413AAB600CD400414?C?30mm..-A1BC3D4B[211021529]AC416BABCDABCDAABC0.3mD0.2m419DABCD420擋墻之須滿跨收縮并于BAB100mmC120mmD421防層環(huán)境溫于A取保措施火熱A0B℃C-2℃D℃422A..-ABCD423AA50C200mmDAAB0.5mC0.6mD0.8mM24CABC15KND18KN426CA1BC3D4427CA1cmBC3cmD4cm428AABCD429BABCD430筑C[221082968]ABCD431抗凍害低CAP6BP7CDP9B..-ABCDB[232082968]AB11.5mC2mD1.5434AACD435BCD436BABCD437BACD438BAB0.30.5MPaC0.4D0.5439埋入墩AABC400mmD500mm440局部護(hù)CA漿砌護(hù)基B絲石護(hù)基C土化加D混排基441砌石護(hù)防護(hù)D..-ABCDDABC0.25mmDAA223C2.53D3.54CABCD2.5m(B)ABC0.3mD0.35mBABC100mmDD[222082968]ABCD道C屬[222052147]A洞身B洞門CD避洞凈是沿A量相緣離A算BCD離高B距高ACD..-DABCDDA(B)(C)(D)BABC90mmDB[212021513]ABCDCABCDDAB30mmCD50mm強(qiáng)弱可采深、樁基外可采D擠法進(jìn)展加固理A底B法法D換法勾先CA123cmCD57cmAA7BC14D16D..-〔A層〔B〕層〔C〕層〔D層蓄熱法工時，加熱的〔D〔A〕〔B〕子〔C〕子〔D泥462．件圖中圓的直徑通用符〔D〕表示?！睞〕L〔B〔C〕K〔D〕Φ463．工〔A〔A〕，〔B施的〔C工，〔D〕工464．不用〔D〔A〕〔B〕防〔C〕〔D〕465．時的是B〔A〕〔B〔C〔D〕466時產(chǎn)生較大拉力及較金相織B〔A℃～℃〔B～1150〔C～℃〔D〕1250～1300467．件圖的技術(shù)求的注符合〔D〕的注法〔A〕廠〔B〕〔C〕頒〔D468．裝，一〔B〕的，組..-ABC5mmD469BABCD470AAB0.5mmC0.8mmD1mmBA1mmBC3mmDDABC3mmDBABCD474CABCDBABCD25cm476BABCD477AABCD膩..-478AAbBbCDb0.4d479B[212062558]ABCD480BABCD481CABC10CDC20482CACD483DABCD484KDACD節(jié)省料板和桿大C膏ABC0.5mmD解圬工脹冷縮而設(shè)縫叫BACD487A..-488CABCD489BABCD490AA6BCD12491AABD492BABC180360B[222031632]ABC24mDDABCD495A4m[211031738]ABC20mD496炔瓶與明火距BABC8mD15m497D凡可被浸滲隱蔽部均防ABCD物..-498C〕不防層的點。[232082968]〔A〕水〕適高溫〔C〕差〔D〕與工結(jié)好499．道洞門形式中，不括〔D〕洞門。〔A〕墻式〔B式〔C〕式〔D圓式500．屬于隧道襯砌類型是〔D〔A〕護(hù)襯砌〔B噴錨襯砌〕邊墻襯砌〔D〕翼墻襯砌．隧道度在〔B〕〔A〕50m〔B〔C〕70m〔D〕80m道的隧道側(cè)設(shè)置大避車洞的距應(yīng)間C〔A〕200m〔B〕250m〔C〕300m〔D道床的隧道側(cè)置大避車洞的距離間B〔A〕400m〔B〕420m〔C〕440m〔D后碳〔B〕〔A〔C〔D〕50．的隧道，應(yīng)設(shè)〔B〕〔A〕工通〔B通〕〔D〕．通的隧道，應(yīng)在避洞〔D〔A〕〕〔C〔D〕防門．隧道高一般軌(B)左右。〔A〔B〕4m〔C〕5m〔D．120km/h的..-AA1BCD4509()ABCD510AABC28mD511DABC0.000118DAABCD4(D)ABCDB60[231052147]ABC3/44/5515()A250mmC200mmD150mm516優(yōu)點AA重BC磨D性517防理材限增加A..-A31015CD20518AAB50mC30mD519AABCD520B[231010409]ABC4mmD521DABCDCABCDB[212082968]A2B3C4D5524AA

B

C乎D相差525構(gòu)D列車通剛突ABCD0.35m差限(B)..-AB6cmCD8cm527CABCD528DABCD529BABCD530BABCD531DABCD532CA