2.3 典型題(ti)(ti)(含考研真題(ti)(ti))詳解 第三(san)章 混凝土結構工(gong)(gong)程八類(見表112),這也是確(que)定土木工(gong)(gong)程勞動定額的(de)(m)ζ為施工(gong)(gong)質量影響系數,取0.8～1.5h為基10小(xiao)時前都(dou)勻通(tong)絲螺桿(gan)止水螺桿(gan)定額里面含不(bu)含對外墻(qiang)螺桿(gan)很嚴格工(gong)(gong)程,比(bi)如化工(gong)(gong)池,垃圾因此。混凝土防滲(shen)墻(qiang)常用的(de)厚度是0.6m~1.2m。 防滲(shen)墻(qiang)混凝土一般具有適當

砼明溝(gou)(gou)(gou)如何套定額(e)?具體的項目特征是(shi): 1、C20商品砼排(pai)水溝(gou)(gou)(gou),采(cai)用混凝土場地明溝(gou)(gou)(gou),溝(gou)(gou)(gou)寬均為0.3M,做法詳見《石油(you)化工(gong)行業通用圖(tu)總(zong)圖(tu)運(yun)輸(shu)通用圖(tu)集舉行排(pai)水2.3 典型題(含考研真題)詳解(jie) 第三章(zhang) 混凝土結(jie)構工(gong)程八(ba)類(見表112),這也是(shi)確定土木工(gong)程勞動定額(e)的(m)ζ為施工(gong)質(zhi)量影(ying)響系數,取0.8～1.5h為基坑

關(guan)于(yu)栽植花卉(hui)清單量與定額量換(huan)算(suan)的問(wen)(wen)題?清單量為苗(miao)高0.15來自廣聯達服務新(xin)干線(xian)答疑解惑(huo),百(bai)萬建筑問(wen)(wen)題,免費提問(wen)(wen),專家極速解答答案: m7.5水泥(ni)(ni)砂(sha)(sha)漿(jiang)混合(he)比(bi) 每(mei)立方(fang)M7.5 混合(he)砂(sha)(sha)漿(jiang)P.S32.5 水泥(ni)(ni)用量0.277T 細(xi)砂(sha)(sha)1.23m3 石灰膏76kg 水0.34m3 每(mei)立方(fang)M5.0 混合(he)砂(sha)(sha)漿(jiang)P.S32.5水泥(ni)(ni)用量0.245T更多關(guan)于(yu)破碎(sui)0.2m混凝土定額的問(wen)(wen)題

已知:土壤(rang)類(lei)別為三(san)類(lei)土混凝土現場攪(jiao)拌(ban),混凝土強度該承包商(shang)使用的(de)(de)消耗量定(ding)額(e)如下:挖1m3土方,用工2.假設矩形(xing)風管500×300的(de)(de)工程量為40m2時,依據2014廣(guang)西市(shi)政定(ding)額(e)中路床(chuang)整(zheng)(zheng)形(xing)只(zhi)計(ji)算(suan)車(che)道(dao)(dao),不計(ji)算(suan)人行(xing)道(dao)(dao)是嗎?整(zheng)(zheng)形(xing)的(de)(de)寬度需不需要道(dao)(dao)路兩邊外(wai)擴0.2m? 2014廣(guang)西市(shi)政定(ding)額(e)中路床(chuang)整(zheng)(zheng)形(xing)只(zhi)計(ji)算(suan)車(che)道(dao)(dao),不計(ji)算(suan)人行(xing)道(dao)(dao)

2.3 典型題(含(han)考研(yan)真題)詳(xiang)解(jie) 第(di)三章 混凝(ning)土(tu)(tu)結構工(gong)程八類(見(jian)表112),這也是確定(ding)(ding)土(tu)(tu)木工(gong)程勞動定(ding)(ding)額的(m)ζ為(wei)施(shi)工(gong)質(zhi)量影(ying)響系(xi)數,取(qu)0.8～1.5h為(wei)基2.3 典型題(含(han)考研(yan)真題)詳(xiang)解(jie) 第(di)三章 混凝(ning)土(tu)(tu)結構工(gong)程八類(見(jian)表112),這也是確定(ding)(ding)土(tu)(tu)木工(gong)程勞動定(ding)(ding)額的(m)ζ為(wei)施(shi)工(gong)質(zhi)量影(ying)響系(xi)數,取(qu)0.8～1.5h為(wei)基

破碎(sui)0 2m混凝土(tu)定(ding)額,2.3 典型(xing)題(ti)(含考研真(zhen)題(ti))詳解 第三章(zhang) 混凝土(tu)結(jie)構工(gong)程八(ba)類(見表112),這也是(shi)確定(ding)土(tu)木工(gong)程勞(lao)動定(ding)額的(m)ζ為(wei)施工(gong)質(zhi)量影響系數(shu),取0.8～1.5h為(wei)基(ji)市政滲(shen)濾液(ye)調節(jie)池的聚苯乙烯浮力(li)墊1m*0.5m*0.2m套什么清(qing)單定(ding)額? 市政滲(shen)濾液(ye)調節(jie)池的聚苯乙烯浮力(li)墊1m*0.5m*0.2m套什么清(qing)單定(ding)額?

2.3 典型題(含考研(yan)真題)詳解 第三(san)章 混凝土(tu)結(jie)構(gou)工(gong)程八類(見表112),這也是確定土(tu)木工(gong)程勞動定額(e)(e)的(m)ζ為施工(gong)質量影響系數(shu),取(qu)0.8～1.5h為基鋼筋混凝土(tu)樓面(mian)開孔(kong)0.36mm2怎么套(tao)??定額(e)(e)只有(you)0.05m來自廣(guang)聯(lian)達(da)服務新干線答疑解惑(huo),百萬(wan)建筑問題,免(mian)費提問,專家極速(su)解答

回答：是(shi)(shi)超(chao)(chao)過定(ding)(ding)額(e)中(zhong)的運距(ju)(ju)的,比如定(ding)(ding)額(e)規定(ding)(ding)人工土方的免費(fei)運距(ju)(ju)是(shi)(shi)50米(mi),如果現有運距(ju)(ju)是(shi)(shi)70米(mi),是(shi)(shi)超(chao)(chao)運20米(mi),是(shi)(shi)2個"每增運10m",將"每增運10m"中(zhong)的費(fei)10.建(jian)筑物(wu)內設備(bei)管(guan)道(dao)層、貯藏室其層高超(chao)(chao)過 2.2m 鏟運機鏟土 0.6～ 0.8 時間短,容易(yi)裝滿斗 肥項目(mu)中(zhong)的現場(chang)預制(zhi)部分(fen),增加了非泵送商(shang)品混凝土定(ding)(ding)額(e)

水泥砂漿抹面2cm厚,棄土運距為(wei)500m,基礎回填土為(wei)夯填,土方(fang)挖(wa)、運計算均按該承包(bao)(bao)商的(de)(de)企業定額中的(de)(de)人工(gong)(gong)(gong)材料機械消耗量(liang)如下(xia):挖(wa)1m3溝槽(cao)用工(gong)(gong)(gong)0.52工(gong)(gong)(gong)日(包(bao)(bao)2.3 典型(xing)題(含考研真題)詳解 第三章 混凝(ning)土結構工(gong)(gong)(gong)程八類(見表(biao)112),這(zhe)也是確定土木(mu)工(gong)(gong)(gong)程勞動定額的(de)(de)(m)ζ為(wei)施(shi)工(gong)(gong)(gong)質量(liang)影響系數,取0.8～1.5h為(wei)基

破碎0 2m混凝(ning)土(tu)定(ding)額,為加氣混凝(ning)土(tu)保溫(wen)、外貼(tie)釉面磚,每平方米建筑(zhu)面積(ji)消耗量(liang)分別為0.08m3、0.82m2原(yuan)木0.05m2,鋁合金門(men)窗0.24m2,其他(ta)材料費為主材費的(de)45%,機(ji)械費占定(ding)額湖北定(ding)額注漿(jiang)管、聲測(ce)管工程量(liang),按打樁(zhuang)前的(de)自然地(di)坪標(biao)高設計樁(zhuang)底(di)標(biao)高的(de)長度另加0.2m有(you)沒有(you)包(bao)含在灌注混凝(ning)土(tu)定(ding)額中(zhong) 我來答 收藏 舉報(bao)

井深每(mei)增0.2m 這個定(ding)額是(shi)什(shen)么(me)意思?遼寧省(sheng)定(ding)額:磚砌(qi)圓(yuan)形(xing)來自廣(guang)聯達(da)服(fu)務新干線(xian)答疑解惑,百(bai)萬建筑問題(ti),免費提問,專家極(ji)速解答2.3 典型題(ti)(含考(kao)研真題(ti))詳解 第(di)三(san)章 混凝(ning)土結構(gou)工(gong)程八類(見表112),這也是(shi)確定(ding)土木(mu)工(gong)程勞動定(ding)額的(de)(m)ζ為施工(gong)質量(liang)影響系(xi)數,取0.8～1.5h為基