1、腿言(迼谁匀耀鵘贀鮭贀谁讀缁H缀満爴簀贀椀漂椃榃椃洃脃褃褃褃嵷搀漀挀挀挀搀昀攀戀愀愀戀愀戀戀搀戀戀最椀昀嵷搀漀挀尀尀挀昀挀挀挀愀愀愀昀攀戀挀挀琀唀瘀氀愀搀倀椀昀洀倀嘀洀眀堀椀渀礀漀吀礀最挀挀堀一欀焀氀眀愀眀掋挀愀搀搀搀攀攀挀攀愀攀攀耀栀鈲鈲鈲u鈲稀纘屝堀焀氀儀愀愀眀娀堀琀夀唀瀀昀吀瀀刀唀愀伀洀圀甀唀倀眀一洀琀洀渀儀氀欀唀伀眀儀礀圀礀栀欀攀眀唀羖羉晙娀鍬嵷屝蕒屝昀昀伀琀馍艎艺葶娀鍬蹏兎牬呣鴁阀缀栀鮡贀余4莀胔- 耀i縀$荭土木工程实习报告(经典).doc824386477343460fa12675dfaaf3ecec.gif土木工程实习报告经典.doc2020-1292233b744-e8a1-
2、42a3-9153-c8be18973407BC4sQUbcaJJ7bt8JoKK+7BPuKiUAr19nsp7j01D1xF+3GBUgPkyvJw=土木工程,实习,报告,经典cf929ce0ee541e9b0c58d9ccb2caacae褀硶顺腾0000400003工作计划20201209155055604251WA2WpiDr65A5Usm6dVGyQdWcLwhSSgtsEiVSFFt8eTe8ygPOyF82/2ikjdawi38U. 土木工程实习报告 班级: 学号: 姓名: 一、前言 实习是土木工程专业教学计划中必不可少的实践教学环节，它是所学理论知识与工程实践的统一。在实习过程
3、中，我以施工员和造价员的身份深入到建筑施工单位，以一个高层住宅小区为实习场所，在项目部总监的指导下，参加工程施工工作，顺利完成了五周的实习任务。通过实习，我熟悉和了解建设项目在施工阶段质量的控制、工程造价的计价与控制，以及施工现场管理现状和T00腿脀(迼栀谁鵘贀鮭贀栀谁讀缁H缀窢狝簀贀椀輂挃笃箃笃缃錃鬃鬃鬃鑎譵筗癸搀漀挀愀戀搀攀挀攀愀攀挀挀最椀昀鑎譵筗癸搀漀挀尀尀戀攀昀攀挀攀挀昀戀愀昀愀搀愀吀唀伀眀漀挀戀伀眀圀漀伀搀倀堀堀瘀樀愀漀琀堀吀礀戀夀匀渀戀儀鐀筗癸智挀昀搀愀戀攀攀挀昀搀挀挀愀9鈲稀纘屝堀氀挀爀圀愀愀夀吀匀琀焀樀椀娀嘀匀栀吀稀瀀洀礀稀戀猀儀焀洀儀栀稀圀啺晘螋e顟鑎譵筗癸彎罬聹晢扛譎昀昀戀
4、癸圀窂晙癸扵啶颐鶘湏谀蕖癸萰癸葺腎薉鐀癸颋癸葺腎颋癸襞鉛睎卑洀葑獶咕鼁阀缀鮧贀伬4胔-躇i縀$荥土木工程概论测试题及答案.docf65a5fb073024b2e9a9497bee7dad047.gif土木工程概论测试题及答案.doc2020-129a7fa8c6d-07f8-470c-a00f-388ea7f13f9ccyXIAOWu05gX0omC73na1sudJLCeVbJClNWc8nDCNAFyKaQK+pROlg=土木工程,概论,测试,答案8765c5e07b87678d194879766e90a46b顺腾0000400003工作计划202012091550077904502zI9
5、DMxkromSN4DkNzoPJ7mhU2EBy3kQCFBU8olmum7Gptq5x1WkePuEdrLIsx+n. 土木工程概论测试题 满分：100分 时间：120分钟 出题人：毛书宇 时间：2011 12 05 专业：_班级_做题人:_分数:_ 一 选择填空（ 15分） 1 现代土木工程中，城市建设的特点是 （ ） A 多样化 B立体化 C快速化 D 大型化 2 具有抗震、抗压、容易扭曲特点且具有屈服现象的近代土木工程材料是（ ） 钢材T0腿脀(迼栀谁鵘贀鮭贀栀谁讀缁H缀窢狝簀贀椀輂挃笃箃笃缃錃鬃鬃鬃鑎譵筗癸搀漀挀愀戀搀攀挀攀愀攀挀挀最椀昀鑎譵筗癸搀漀挀尀尀戀攀昀攀挀攀挀昀戀愀昀愀搀
6、愀吀唀伀眀漀挀戀伀眀圀漀伀搀倀堀堀瘀樀愀漀琀堀吀礀戀夀匀渀戀儀鐀筗癸智挀昀搀愀戀攀攀挀昀搀挀挀愀9鈲稀纘屝堀氀挀爀圀愀愀夀吀匀琀焀樀椀娀嘀匀栀吀稀瀀洀礀稀戀猀儀焀洀儀栀稀圀啺晘螋e顟鑎譵筗癸彎罬聹晢扛譎昀昀戀癸圀窂晙癸扵啶颐鶘湏谀蕖癸萰癸葺腎薉鐀癸颋癸葺腎颋癸襞鉛睎卑洀葑獶咕腿舀(迼鐀谁匀鵘贀鮮贀鐀谁讀缁蜰鎎H缀窢狝簀贀椀謂弃霍兞聎虻桓罪搀漀挀挀攀戀挀昀戀戀搀愀昀愀攀攀最椀昀兞聎虻桓罪搀漀挀尀尀愀戀昀戀愀戀挀愀愀攀愀攀搀愀搀昀戀昀焀堀漀唀瘀娀栀攀最愀唀嘀愀娀攀爀甀樀洀匀猀猀吀搀猀刀伀娀砀倀娀眀兞聎虻栀罪挀挀愀戀搀搀搀兞聎虻桓罪耀虻耀虻来Y0一紀酶嘀坮傎挀洀欀最娀婧琀葞屝虾笀譼渀鐀塞兞胿屝瑏偞笀
7、譼栀輀膅屝缀屝虾氀眀抍瑫帀氀幢兞耀塧墑屝禋祲廿蹜睎坭腎梉荎歪晰翿罗蓿聶屝N祾肐葎呶齎耀虻栀睨眀眀樀椀愀渀氀椀猀欀礀挀漀洀琀愀戀氀攀渀禍窑豒龀豺夰澀扎焀聹晙暚虛鞃晟昀晘晢N晢豎奓虾眀瑙找瑫昀葧N鞃暋暋焀聹晙暋鮀0瘀荑鮀獬漀綂獬屝鮀癓罎h腹蕠二譛睎灑僿蹎晎恛龀罾併潻禍襱轝祎葲蹕晎恛豓豾妚魒罒屝婏靐給屝葝聶葝屝鮀秿虦体龌鮀鹎葎襺鮀漀舰馋桜魑瑎鮀虞貖絢汙葓祔屝豏盿汎莐葙汎鑓塞禀泿塢唀戀呎吀b0偵畎稀纘屝嘀最攀瀀愀挀愀稀砀渀砀椀伀愀戀挀吀瘀戀瘀欀猀儀礀搀樀儀伀刀洀搀爀栀一儀倀甀夀欀圀猀刀伀兞聎虻桓罪耀虻耀虻来一紀酶嘀坮傎挀洀欀最娀婧琀葞屝虾笀譼渀鐀塞兞胿屝瑏偞咖阀缀鮧贀俚4壜胔-衼i縀$莃托物言志的作文
8、600字10篇.doc915584b9eec54416b8fc83a923f7f350.gif托物言志的作文600字10篇.doc2020-1293008b62d-73fc-413a-9055-0cc8bf67ec18R28Ha1k9y2dhAtvHC6lPUqPIghApQYaPPk82QYKM1JRWZBdSe8/AkA=言志,作文,600,10fa634bd32bd2f88feed8ea455d8a1cd5樀傜顺腾0000400003工作计划20201209155301685455GrdOAM99Iy6RPyVQEjccvN6rSykRDJeh/rQ6E+J3ID2Pe68RoGB1/C
9、GYT78pUGqm. 托物言志的作文600字 托物言志的作文600字（一）： 喇叭花 喇叭花，一种很坚韧也很美丽的花，所以，喇叭花是我最喜爱的花卉。 今年，在春暖花开的三月，我在一个直径只有10厘米的小碗里种下了我最喜爱的喇叭花。当时，我想它发芽就行，因为种子是捡来的。 种好以后，我经常给它浇水，还施过两次肥，从此，我就天天盼望它发芽。一天，两天，一星期，一个月两个月都过去了，连个芽儿的T倀怕褀氀速刀昀扏很鎂庂芅蕞鎇庂芅蕞兒鎂艶皫兒鎇艶皫魒鎂者跥t鴱蠱裭頀苙1頀苻!芜!鏟!e:鄊勍螛芓琀戛刜褛鬛猞鄚1芪!騀苻!鳚芬!攀瀐舠倐瀠鄐鄀脀脀6牁鄃勍垛艝芓臤!牁鄃勍垛蝝芓臤!鄅反艰肓!鄅反蝰肓!鄅反
10、苠芓懒荎倀!馜鎇艡仉İ!跮鰀!牁鄄囍苴肓藎膅1鄀鎇肅藎鄊埍芋芓誛謱怀鄊埍螋芓誛謡倀鄊姍舍芓褍踡鄐鎇嚂胴+騡臈!瀀腰酠鎂銰鸁覍负颬鰜狯莈铪拭劫萜茡鴈騡铊腿頀(迼谁匀退鲥贀鮮贀谁讀缁蜰H缀窢狝贀椀！猂休休休休休休休休休休休休休休休休弑愓幼葹膑搀漀挀昀愀挀攀戀攀愀攀挀戀戀最椀昀幼葹膑搀漀挀尀尀挀攀搀昀昀愀攀愀戀戀搀戀昀愀愀洀琀猀欀渀砀洀儀堀堀攀圀昀猀最眀圀欀倀刀挀刀嘀搀搀猀攀砀戀最刀刀伀吀欀圀儀幼膑挀昀攀搀愀攀昀戀愀攀搀挀剓华葴譥f晿葑v华窐魦颋W葦側涏剎华臿W葷梑葾晔鱾打幘後g齢婒虒葵鹶浦扎b鷿厏颐蒀鉥佶葒幼蒋幼幼葹癸c魎銀敎豾皌照葎豨葳v耰啻f厖葎屝蒖瑶卥塢葔煶響厖葏鱢厖葏鱢蕧葾豠幼塢虎蒖鉶低屓
11、葏屶幼葹塢葔屝魒屝敬幼葹幼罦塢煔罔厖罧f捖饥娰网偏佟魓N魧葒厖酎偟煬彎魦葎襺剎镾蒕襺侖屓屏鮀葒襺乾慭豎腹襺葎澀腎葙絵魔豒襺魎盿遨蹗塎鮀葒蕶蹗癎塑瑝卥屔萠盿睎玍岕葵蹯著幼屔葏屔幼蹺著鵬灎襔葱v魧葒鱏坢繖蒏蝠葏罶獬葎蝠卢葳佦蒕繎蒎幼豹鍔箊佫屔葢屔幼鹗蒖荳靘襢葎桢葑蕶葞絵魔面魥湨驸糿硔摘睫粍鋿鉎鑎慧臿睧鮐豒葥侖屓翿荏聥聟聥癲f葙葲魶璑穦葙乳徆詝斍詧襺詎斍詧葰嗿卓靲葥屔靓詟斍詧膑籎屔幼幼薖塢虎蒖煶佛屓技葙婑鮀豒瑔卥屏魢鹾蒖屶蹗葾翿蒖屝蕾塢华葾聶啻豎葎g扥桦汜葓魎邍瑗萠嚃祙佖屓嚃葙恶噜葺琀屔噏恙蹛N斖屔幼葹扶癢幞f齎膗襎幼玁膑蒉S菿薖塢葔桶扑斏豫豔葛塢瞐屔葏鮀幼技屔鮀艦啙扏葢扶葙扥斗腦蕎鉶篿纏佧蒌屝İ塎
12、梕葙筽葑鮀葒塎葜扥斗W迿讋塗葝鹶塢葔罎N虎著啎塢钐媌王葠屝屏臿抉蹥屎豥葛铿瞋蒏往骀葎祟蒀豒幔墋葝葠祶盿敎葎魏黿譙幼葹歧婑鮀葒惿华恦厀瑎卥幼蒉鉘罏稀纘屝倀甀圀愀洀爀堀娀搀氀最漀渀儀戀攀稀砀栀渀焀稀椀圀焀眀堀椀圀匀娀焀愀攀渀搀氀愀剓华葴譥f晿葑v华窐魦颋W葦側涏剎华臿W葷梑葾晔鱾打幘後g齢婒虒葵鹶浦扎b鷿厏颐蒀鉥佶葒幼蒋幼呼阀缀鮮贀伲4壜胔-衼i縀$莧土木工程工民建毕业论文中英文翻译.doc5cfaa6d1f0544917a01d4a8ce4b74441.gif土木工程工民建毕业论文中英文翻译.doc2020-12946f2d151-6be9-4879-9d83-4baffb7b3fd5Ilxmt
13、TRbA1toa3b8QX9+lnRA2yx4XY7TOqhrRPz5zO3hrPl9xkW3BQ=土木工程,工民建,毕业论文,中英文,翻译18c10e29f94716bb9f72c316ed888492常甸顺腾0000400003工作计划202012091550118376091hU2wjYFAxrnfvW5+q/XAtzX9aULyM/4WkAPRdBNuHwmb7v1Y04sXsLpcYvIGtZn. Structural Systems to resist lateral loads Commonly Used structural Systems With loads measure
14、d in tens of thousands kips, there is little room in the design of high-rise buildings for excessively cT辉退舀祒茤佦蠀懈!牁鄃凍艉芓蕞庂膅!牁鄃凍蝉芓蕞庂膅!牁鄃勍艑芓皫腶!牁鄃勍蝑芓皫腶!鄊勍芛芓琀挛匜褛鬛猞鄚1芪!騀苻1鳚芬!攀倐猠舐魒鎇者跥t鴡蠡裭頀苙!頀苻!芜!鏟!e瀐酐魒嵗鎂苤魒嵗鎇苤灓鎂苅灓鎇苅鄀鎂艡仉偐İ!跮鰀!鄅反蟠芓懒荎!馜鎂肅藎牁鄄囍蟴肓藎膅!脀譗鎂脶鬏+苯鬡頞鰘譗鎇脶鬏+苯鬡頞鰘腐鎂嚂胴,騱臈!脀舐脐鄊姍蜍芓褍踡灰怐鄊姍舧芓贄褙蠡抺輛雾鈡拝抚鏝蓈輐铿鼡鸟ck.The
15、relative humidity is more low, cement syrup body stem Suo more big, stem the Suo crack be more easy creation.Stem the Suo crack is much surface parallel lines form or the net shallow thin crack, width many between 0.05-0.2 mm, the flat surface part much see in the big physical volume concrete and fo
16、llow it more in thinner beam plank short to distribute.Stem Suo crack usually the anti- Shen of influence concrete, cause the durable of the rust eclipse influence concrete of reinforcing bar, under the function of the water pressure dint would creation the water power split crack influence concrete
17、 of loading dint etc.Concrete stem the Suo be main with water ash of the concrete ratio, the dosage of the composition, cement of cement, gather to anticipate of the dosage of the property and dosage, in addition etc. relevant. Main prevention measure:While being to choose to use the constringency q
18、uantity smaller cement, general low hot water mire and powder ash from stove cement in the adoption, lower the dosage of cement.Two is a concrete of stem the Suo be subjected to water ash ratio of influence more big, water ash ratio more big, stem Suo more big, so in the concrete match the ratio the
19、 design should as far as possible control good water ash ratio of choose to use, the Chan add in the meantime accommodation of reduce water.Three is strict control concrete mix blend with under construction of match ratio, use of concrete water quantity absolute cant big in match ratio design give s
20、ettle of use water quantity.Four is the earlier period which strengthen concrete to protect, and appropriate extension protect of concrete time.Winter construction want to be appropriate extension concrete heat preservation to overlay time, and Tu2 Shua protect to protect.Five is a constitution the
21、accommodation is in the concrete structure of the constringency sew. 2.The Su constringency crack and prevention Su constringency is the concrete is before condense, surface because of lose water quicker but creation of constringency.The Su constringency crack is general at dry heat or strong wind t
22、he weather appear, cracks much presenting in the center breadth, both ends be in the centerthin and the length be different, with each other not coherent appearance.Shorter crack general long 20-30 cm, the longer crack can reach to a 2-3 m, breadth 1-5 mm.It creation of main reason is:The concrete i
23、s eventually almost having no strength or strength before the Ning very small, perhaps concrete just eventually Ning but strength very hour, be subjected to heat or compare strong wind dint of influence, the concrete surface lose water to lead quick, result in in the capillary creation bigger negative press but make a concrete physical volume sharply constringency, but at this time the strength of concrete again cant resist its constringency, therefore creation cracked.The influence concrete Su constringen
