版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡介
1、目 錄1編制依據(jù)12適用范圍13工程概況14塔吊選型布置15塔吊基礎(chǔ)設(shè)計(jì)26塔吊安裝27安裝程序38塔機(jī)拆卸510安全技術(shù)措施611維修及保養(yǎng)812塔吊基礎(chǔ)的計(jì)算書918 / 19文檔可自由編輯打印塔吊安裝、拆除專項(xiàng)施工方案1編制依據(jù)(1)塔式起重機(jī)使用說明書(2)巖土工程勘察報(bào)告(3)建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范(GB50007-2002)(4)建筑地基基礎(chǔ)工程施工質(zhì)量驗(yàn)收規(guī)范(GB50202-2002)(5)混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范(GB50010-2002)(6)混凝土結(jié)構(gòu)工程施工及驗(yàn)收規(guī)范(GB50204-92)(7)鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范(GB50017-2003)(8)鋼結(jié)構(gòu)工程施工及驗(yàn)收規(guī)范(GB50
2、205-95)2適用范圍適用于XXX集團(tuán)有限公司XXX客專XXXTJI標(biāo)橋梁高墩(H30m)施工。3工程概況XXX客專XXXTJI標(biāo)范圍內(nèi)共有橋梁9座。其中XXX大橋設(shè)計(jì)為(40m+64m+40m)連續(xù)梁,XXX大橋8#11#設(shè)計(jì)為(48m+80m+48m)連續(xù)梁,高墩(H30m)主要集中在XXX大橋、XXX大橋、XXX大橋、XXX大橋和XXX大橋,全部為空心墩,最大墩高為XXX31#墩,高度為61m。4塔吊選型布置根據(jù)實(shí)際情況,連續(xù)梁塔吊需滿足邊墩施工、簡支梁塔吊需滿足3個(gè)墩的施工要求,故除XXX大橋連續(xù)梁主墩設(shè)置TC6012型塔吊外,其他所有橋梁均設(shè)置TC5613型塔吊。連續(xù)梁塔吊安裝在對
3、應(yīng)主墩位置,簡支梁塔吊(滿足3個(gè)墩施工)安裝在對應(yīng)中間墩位置,塔吊中心距離橋墩最小距離為3.1m。5塔吊基礎(chǔ)設(shè)計(jì)根據(jù)廠家提供數(shù)據(jù),塔吊基礎(chǔ)地基承載力200kPa,基礎(chǔ)尺寸為5.6m×5.6m×1.55m,混凝土強(qiáng)度不低于C30。需設(shè)計(jì)塔吊的橋墩所處地質(zhì)均滿足基礎(chǔ)地基承載力200kPa的要求,在施工承臺時(shí),一并進(jìn)行塔吊基礎(chǔ)的開挖,承臺施工完成后,立即進(jìn)行塔吊基礎(chǔ)施工和地腳螺栓的預(yù)埋。6塔吊安裝塔吊在安裝與拆卸過程中,必須按產(chǎn)品說明書中規(guī)定程序和塔吊有關(guān)技術(shù)規(guī)程執(zhí)行。 6.1基礎(chǔ)與底架應(yīng)嚴(yán)格按照圖紙施工并計(jì)算基礎(chǔ)應(yīng)力、底座螺栓強(qiáng)度并對螺栓應(yīng)力校核及砼墩壓力穩(wěn)定系數(shù)。塔身、塔架、
4、塔帽、塔臂與拉桿,平衡臂與拉索、安全裝置、避雷設(shè)施,安裝人員必須經(jīng)培訓(xùn)合格后,持證上崗,了解塔機(jī)及上述配件部位、構(gòu)造、性能和適用范圍。 6.2塔吊機(jī)安裝順序:用起重設(shè)備為30噸汽機(jī)車起重機(jī),嚴(yán)格按順序安裝,安裝順序共有12條,必須參照執(zhí)行。 6.3塔吊安裝精度,底架裝在基礎(chǔ)上,四個(gè)主弦桿處的高差與其間距之比必須小于1/500。塔身的安裝偏斜量與其相應(yīng)的高度之比必須小于1/1000,機(jī)身安裝好后,總的偏斜量與相應(yīng)高度之比必須小于1/500,安裝過程應(yīng)在5級風(fēng)以下進(jìn)行,頂升過程風(fēng)速不能超過4級,塔身使用高度超過28m時(shí),必須在規(guī)定范圍內(nèi)進(jìn)行附著。 6.4現(xiàn)場安裝人員安全施工要求: 安裝塔吊屬于垂直
5、作業(yè),安裝工人進(jìn)入施工現(xiàn)場和指揮人員必須戴安全帽系好下頜帶佩戴安全帶,上架人員不得向下扔物件。 6.5驗(yàn)收使用規(guī)定:參照說明書與有關(guān)資料進(jìn)行安裝完成后,必須進(jìn)行調(diào)試運(yùn)行,經(jīng)驗(yàn)收合格后方可允許使用。7安裝程序7.1在基礎(chǔ)上安裝基礎(chǔ)節(jié)、下固定節(jié)后,將已連接好的三個(gè)標(biāo)準(zhǔn)節(jié)一次吊裝在下固定節(jié)上(三個(gè)標(biāo)準(zhǔn)節(jié)在地面連好)。(注意各標(biāo)準(zhǔn)節(jié)爬升爪應(yīng)在同一側(cè),并保證其位置使頂升加節(jié)方便可行)。 7.2裝上斜撐桿,將斜撐桿支座焊在地錨上。注:為無底架結(jié)構(gòu),當(dāng)有底架時(shí),安裝程序第一條應(yīng)按如下順序進(jìn)行: (1)底架安裝:用60×450銷軸連接長短梁,用60×230銷軸把底架與底座連接,用水平儀校正
6、,使底架保持水平,并安裝上水平長短拉桿,然后用地腳螺栓固定整個(gè)底架。 (2)在底架上安上一節(jié)標(biāo)準(zhǔn)節(jié),再安裝下固定節(jié),其余安裝程序相同。 7.3在地面上將上固定節(jié)用40×120的銷軸與外套架連接,同時(shí)將加接橫梁及小車,用螺栓固定在上固定在上固定節(jié)上,并把液壓系統(tǒng)的各零部件,完整的安裝在外架上,然后將此一套部件吊起套在標(biāo)準(zhǔn)節(jié)外,并M36×3×350的螺栓連接上固定節(jié)和標(biāo)準(zhǔn)節(jié)(注意:外套架安裝油缸的一側(cè)應(yīng)和標(biāo)準(zhǔn)節(jié)帶爬爪的一面處在同一側(cè))。 7.4在地面上、下轉(zhuǎn)臺和回轉(zhuǎn)支撐,以及回轉(zhuǎn)機(jī)構(gòu)安裝好,將此一套部件一次吊起,用M36×3×350的螺栓連接下轉(zhuǎn)臺
7、和上固定節(jié)。 7.5安裝塔帽,將平衡臂拉桿的第一節(jié)上端和起重臂拉桿、(裝第一、二節(jié)連接在一起,裝第一節(jié))的上端分別固定在塔帽的頂部拉板上用銷軸連接,并用鐵絲綁扎在塔帽上,然后將塔帽吊起,用55×132的銷軸與上轉(zhuǎn)臺固定。 7.6在地面拼裝好平衡臂,將平衡臂拉桿第二節(jié)末端與平衡臂吊點(diǎn)相連,再用鐵絲綁扎在平衡臂上,將起升機(jī)構(gòu)和配電箱裝在平衡臂上,將安裝好的平衡臂吊起用55×220的銷軸與上轉(zhuǎn)臺連接,然后將平衡臂另端抬高一點(diǎn)解開平衡臂及塔帽上綁扎的平衡臂拉桿,用40×112的銷軸連接并固定,參見圖。 7.7起重臂的安裝將起重臂各節(jié)拼裝好,同時(shí)裝上變幅小車,并將變幅小車用
8、鐵絲綁扎固定在臂根、裝上變幅機(jī)構(gòu),穿過小車吊車引線,再將起重臂拉桿及拉板裝在臂架吊點(diǎn)上,并用鐵絲綁扎好,將此一套部件一次吊起,將臂架根部鉸點(diǎn)用55-22號的銷軸與上轉(zhuǎn)臺連接,然后再將起重臂稍稍抬高一點(diǎn),起重臂吊上在起重臂拉桿和塔帽上的拉桿解開并用45×127的銷軸起吊,放下起重臂使其處于水平。 7.8配重的安裝:將配重分別吊起放到相應(yīng)的配重固定槽內(nèi)。 7.9三個(gè)限位器的安裝:分別將高度限位器、變幅限位器和回轉(zhuǎn)限位器安裝在起升機(jī)構(gòu),變幅機(jī)構(gòu)和上轉(zhuǎn)臺的固定座上。 7.10在地面上將駕駛室內(nèi)的一切電器設(shè)備安裝齊全,將駕駛室吊起懸掛在轉(zhuǎn)臺的托架上。7.11連接各機(jī)構(gòu)的線路,備緊各連接螺栓和開
9、口銷,塔身標(biāo)準(zhǔn)節(jié)連接螺栓的予緊力應(yīng)達(dá)到150kg.m。 7.12安裝完后要檢查各方面,各方向上的水平,垂直度及穩(wěn)固程度,起重機(jī)安裝后,無風(fēng)狀態(tài)下,塔身軸心對支撐面?zhèn)认虼怪倍葹?/1000,檢查各緊固件有無松動(dòng)遺漏,各拉桿是否牢固可靠,電纜線是否完整,絕緣電阻是否符合要求,經(jīng)檢查無誤后,方可接電試起重。8塔機(jī)拆卸8.1塔機(jī)的拆卸與安裝相同,只是工作程序與安裝相反,即后安裝的先拆卸,先安裝的后拆卸,在拆卸過程中以及吊運(yùn),裝卸、運(yùn)輸過程中,落地就位要輕穩(wěn),盡量避免碰撞,以免造成變形損壞,對電氣操縱及運(yùn)轉(zhuǎn)傳動(dòng)機(jī)構(gòu)要注意保護(hù),同安裝過程一樣,在拆卸過程中同樣要加強(qiáng)組織領(lǐng)導(dǎo),做好準(zhǔn)備工作,不可馬虎大意,否
10、則,容易發(fā)生人身安全事故和機(jī)械事故。 8.2三根附著桿應(yīng)保持在一個(gè)水平面上,如發(fā)現(xiàn)傾斜現(xiàn)象應(yīng)立即進(jìn)行調(diào)整。8.3附著裝置與塔身緊固連接,在工作過程中應(yīng)隨時(shí)檢查各節(jié)點(diǎn)有無松動(dòng)現(xiàn)象,如發(fā)現(xiàn)異?,F(xiàn)象,應(yīng)立即停止操作。9塔機(jī)拆卸程序9.1塔吊擔(dān)負(fù)工程材料、設(shè)備等物件垂直運(yùn)輸,等待橋墩或連續(xù)梁施工完成后,不需要吊運(yùn)物件,進(jìn)行塔吊拆除工作。 9.2平整場地,拆除障礙物,墊平溝坑,碾壓地面準(zhǔn)備汽車吊進(jìn)入施工部位現(xiàn)場。 9.3拆除工作要避開雨天和六級以上風(fēng)天(事先聽天氣預(yù)報(bào))。 9.4塔吊拆除時(shí)選用的汽車吊起重為135T,臂長66M,小臂
11、其重量5T,主機(jī)重量為3.5T。按本汽車吊使用說明規(guī)定操作施工。 9.5拆卸塔吊時(shí),按下列流程進(jìn)行: (1)拆卸塔吊逢身附件部分; (2)拆卸塔吊前臂; (3)拆除第一塊配重; (4)拆卸第二節(jié)吊臂; (5)拆卸第二節(jié)配重; (6)拆卸最后一節(jié)吊臂(根部吊臂) (7)拆卸最后一塊配重; (8)拆卸塔吊傳動(dòng)裝置; (9)拆卸標(biāo)準(zhǔn)節(jié); (10)拆除塔吊基礎(chǔ)
12、零件; (11)從地下室吊出塔吊零件。10安全技術(shù)措施10.1塔機(jī)操作人員必須經(jīng)過嚴(yán)格培訓(xùn),了解塔機(jī)的構(gòu)造、性能、使用范圍,熟悉塔機(jī)的保養(yǎng)和使用過程。還必須嚴(yán)格執(zhí)行本機(jī)的操作規(guī)程。10.2嚴(yán)禁超載在作業(yè),司機(jī)必須按照本塔機(jī)技術(shù)性能表和起重特性曲線圖的規(guī)定作業(yè)。10.3塔機(jī)不得拉吊鉤到最大幅度以外去吊重物,即在最大幅度內(nèi)吊鉤也不得斜拉吊重,必須是吊鉤垂直起吊。10.4在有正反轉(zhuǎn)的機(jī)構(gòu)中,要反向時(shí)必須使電機(jī)停止,慣性力消失后才能開動(dòng)反向開關(guān)運(yùn)轉(zhuǎn)。嚴(yán)禁突然開動(dòng)正反轉(zhuǎn)開關(guān)。10.5嚴(yán)格操作順序,如有快慢檔位機(jī)構(gòu)必須是從慢到快,停止時(shí)應(yīng)由快到慢依次進(jìn)行,每過度到下個(gè)檔位時(shí)間約2-4
13、秒。10.6司機(jī)在進(jìn)行正式作業(yè)之前,必須對各項(xiàng)安全裝置的可靠性進(jìn)行檢查,停止不允許在安全裝置不可靠或失靈狀態(tài)下勉強(qiáng)作業(yè)。10.7塔機(jī)上的所有安全保護(hù)裝置,必須經(jīng)常檢查保養(yǎng),不得任意搬動(dòng)和拆卸。機(jī)械設(shè)備逐級保護(hù),做到一機(jī)一閘一保護(hù)10.8司機(jī)應(yīng)對塔機(jī)的電流、電壓進(jìn)行檢查,在不滿足電流、電壓的情況下嚴(yán)禁作業(yè)。10.9對塔機(jī)的各運(yùn)轉(zhuǎn)部件要經(jīng)常檢查,如螺栓有無松動(dòng),卷筒排繩的好壞,鋼絲繩頭的壓緊情況,各潤滑部位是否缺油等,若有問題應(yīng)得到相應(yīng)的處理后才進(jìn)行作業(yè)。10.10塔機(jī)應(yīng)設(shè)專門人員與司機(jī)聯(lián)系或指揮吊裝工作。10.11夜間作業(yè),現(xiàn)場必須備有充分的照明設(shè)施。10.12塔機(jī)應(yīng)避開高壓電線安裝。吊臂、吊鉤
14、與一般動(dòng)力線或照明線有干涉時(shí)應(yīng)采取安全措施后才作業(yè)。10.13塔機(jī)應(yīng)避開高壓電線安裝。吊臂、吊鉤與一般動(dòng)力線或照明線有干涉時(shí)應(yīng)采取安全措施后才作業(yè)。10.14司機(jī)下班前,吊鉤必須升起并超過周圍建筑物的高度或者吊鉤避開這個(gè)幅度,最后切斷地面總電源。10.15如得知天氣預(yù)報(bào)超過10級大風(fēng)時(shí),塔機(jī)用風(fēng)纜繩加固。10.16如遇雷雨、大暴雨、濃霧或5級以上的風(fēng)力時(shí),停止作業(yè)。10.17塔機(jī)出現(xiàn)臨時(shí)故障需要修理或保養(yǎng),都必須切斷地面總電源,不許帶電檢修。10.18防雷接地體采用4*40mm鍍鋅扁鐵與底座主筋焊接,接地電阻不得大于4歐姆; 10.19以塔身為避雷引下體,避雷針采用直徑20鍍鋅鋼管,焊于塔吊頂
15、端,針尖采用直徑16鍍鋅圓鋼磨尖,安裝長度高于塔帽1米。10.20防雷接地做法:用L40×4角鋼埋于基礎(chǔ)旁邊間距500mm,用L40×4鍍鋅扁鐵與塔基基礎(chǔ)節(jié)連接。11維修及保養(yǎng)11.1各減速機(jī)的油量在工作時(shí)要經(jīng)常補(bǔ)充損耗,工作600小時(shí)后應(yīng)全部更換一次,并清洗內(nèi)部,所用油和油量,都按使用說明書的規(guī)定,每工作2400小時(shí)對所有減速機(jī)大修一次,更換油封和軸承。11.2液力偶合器內(nèi)的工作油不宜灌注太滿,一般保持油量為80%-90%,用油標(biāo)號及用油量按使用說明書規(guī)定。11.3鋼絲繩斷股超過5%或名義上直徑磨損超過5%,均應(yīng)更換新的鋼絲繩。11.4頂升機(jī)構(gòu)采用液壓系統(tǒng)頂升,而油缸與活
16、塞桿的支承銷上有黃油嘴,應(yīng)常注入黃油。11.5塔帽上的起升滑輪,吊臂上的變幅滑輪,變幅小車滑輪及車輪,吊鉤組的滑輪等都應(yīng)每月注油一次。11.6有的是封閉滾動(dòng)軸承,沒有黃滑嘴,如變幅卷筒軸承、吊鉤平面球軸承、各電動(dòng)機(jī)軸承等,應(yīng)在每個(gè)工程結(jié)束后注油一次。11.7起升機(jī)色制動(dòng)器等使用中有磨損,應(yīng)隨時(shí)調(diào)整,當(dāng)磨損后不滿足性能時(shí)要更換。11.8起升鋼絲繩和變幅鋼絲繩使用后被拉長,所以起升鋼絲繩應(yīng)調(diào)整高度限位器,變幅鋼絲繩應(yīng)重新收緊。11.9所有電氣開關(guān)或觸點(diǎn)應(yīng)經(jīng)常檢查,是否有接觸不良,開關(guān)失靈等現(xiàn)象,若有問題應(yīng)及時(shí)修復(fù)或更換,特別是限位開關(guān)決不允許有失靈情況發(fā)生。11.10當(dāng)塔機(jī)使用兩周以后,必須對各零
17、部件聯(lián)接螺栓、鋼絲繩的壓板或繩夾等螺栓或螺母緊固一次。11.11塔機(jī)在使用過程中應(yīng)經(jīng)常對受力較大的鉸點(diǎn)支耳,進(jìn)行檢查是否出現(xiàn)裂紋等現(xiàn)象。如吊臂根部、平衡臂根部損臂拉桿及平衡臂拉桿的鉸點(diǎn),滑輪座等處如有裂紋出現(xiàn),應(yīng)停止工作進(jìn)行修復(fù)。11.12凡是運(yùn)轉(zhuǎn)件,由于長期使用或保養(yǎng)不當(dāng)而磨損超差者都應(yīng)重新更換零件。11.13各用電或輸電設(shè)備的絕緣性能必須可靠,不得漏電。11.14塔機(jī)在轉(zhuǎn)移現(xiàn)場后應(yīng)嚴(yán)格檢查是否在搬運(yùn)中有碰傷、碰裂、碰彎等現(xiàn)象,若有未修復(fù)者不得使用。11.15塔機(jī)使用一個(gè)工程后各零部件應(yīng)除銹油漆一次。11.16塔機(jī)的現(xiàn)場保養(yǎng)應(yīng)有專門人員負(fù)責(zé)。12塔吊基礎(chǔ)的計(jì)算書(以XXX大橋主墩塔吊為例)1
18、2.1參數(shù)信息塔吊型號:TC6012,自重(包括壓重)F1=450.80kN,最大起重荷載F2=60.00kN,塔吊傾覆力距M=630.00kN.m,塔吊起重高度=70.00m, 塔身寬度B=2.31m,混凝土強(qiáng)度等級:C30,基礎(chǔ)頂面與承臺頂面等高程,故埋深為承臺埋深D=0.5m,基礎(chǔ)最小厚度h=1.55m,基礎(chǔ)最小寬度Bc=5.60m。12.2基礎(chǔ)最小尺寸計(jì)算基礎(chǔ)的最小厚度?。篐=1.55m基礎(chǔ)的最小寬度?。築c=5.60m12.3塔吊基礎(chǔ)承載力計(jì)算依據(jù)建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范(GB50007-2002)第5.2條承載力計(jì)算。計(jì)算簡圖:當(dāng)不考慮附著時(shí)的基礎(chǔ)設(shè)計(jì)值計(jì)算公式: 當(dāng)考慮附著時(shí)的基礎(chǔ)設(shè)
19、計(jì)值計(jì)算公式: 當(dāng)考慮偏心距較大時(shí)的基礎(chǔ)設(shè)計(jì)值計(jì)算公式: 式中 F塔吊作用于基礎(chǔ)的豎向力,它包括塔吊自重,壓重和最大起重荷載,F=1.2×510.8=612.96kN; G基礎(chǔ)自重與基礎(chǔ)上面的土的自重,G=1.2×(25.0×Bc×Bc×Hc+20.0×Bc×Bc×D) =1834.6kN; Bc基礎(chǔ)底面的寬度,取Bc=5.60m; W基礎(chǔ)底面的抵抗矩,W=Bc×Bc×Bc/6=29.3m3; M傾覆力矩,包括風(fēng)荷載產(chǎn)生的力距和最大起重力距,M=1.4×630.00=882.00kN.
20、m; A合力作用點(diǎn)至基礎(chǔ)底面最大壓力邊緣距離(m),按下式計(jì)算: a=5.00/2-882.00/(612.96+4012.50)=2.31m。經(jīng)過計(jì)算得到:無附著的最大壓力設(shè)計(jì)值 Pmax=(612.96+1834.6)/5.602+882.00/29.3=108.15kPa無附著的最小壓力設(shè)計(jì)值 Pmin=(612.96+1834.6)/5.602-882.00/29.3=47.95kPa有附著的壓力設(shè)計(jì)值 P=(612.96+1834.6)/5.602=78.05kPa偏心距較大時(shí)壓力設(shè)計(jì)值 Pkmax=2×(612.96+1834.6)/(3×5.60×2
21、.31)=119.42kPa12.4地基基礎(chǔ)承載力驗(yàn)算地基承載力設(shè)計(jì)值為:fa=200.00kPa地基承載力特征值fa大于最大壓力設(shè)計(jì)值Pmax=108.15kPa,滿足要求!地基承載力特征值1.2×fa大于偏心距較大時(shí)的壓力設(shè)計(jì)值Pkmax=119.42kPa,滿足要求!12.5塔吊穩(wěn)定性驗(yàn)算塔吊有荷載時(shí)穩(wěn)定性驗(yàn)算塔吊有荷載時(shí),計(jì)算簡圖: 塔吊有荷載時(shí),穩(wěn)定安全系數(shù)可按下式驗(yàn)算: 式中K1塔吊有荷載時(shí)穩(wěn)定安全系數(shù),允許穩(wěn)定安全系數(shù)最小取1.15; G起重機(jī)自重力(包括配重,壓重),G=450.80(kN); C起重機(jī)重心至旋轉(zhuǎn)中心的距離,c=5.50(m); h0起重機(jī)重心至支承平
22、面距離, h0=6.00(m); b起重機(jī)旋轉(zhuǎn)中心至傾覆邊緣的距離,b=1.50(m); Q最大工作荷載,Q=100.00(kN); G重力加速度(m/s2),取9.81; V起升速度,v=0.50(m/s); T制動(dòng)時(shí)間,t=2(s); A起重機(jī)旋轉(zhuǎn)中心至懸掛物重心的水平距離,a=50.00(m); W1作用在起重機(jī)上的風(fēng)力,W1=2.00(kN); W2作用在荷載上的風(fēng)力,W2=2.00(kN); P1自W1作用線至傾覆點(diǎn)的垂直距離,P1=8.00(m); P2自W2作用線至傾覆點(diǎn)的垂直距離,P2=2.50(m); H吊桿端部至支承平面的垂直距離,h=65.00(m); N起重機(jī)的旋轉(zhuǎn)速度
23、,n=1.0(r/min); H吊桿端部到重物最低位置時(shí)的重心距離,H63.00(m); 起重機(jī)的傾斜角,=0.00(度)。經(jīng)過計(jì)算得到K1=2.033由于K1>=1.15,所以當(dāng)塔吊有荷載時(shí),穩(wěn)定安全系數(shù)滿足要求!12.6承臺配筋計(jì)算依據(jù)建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范GB 50007-2002第8.2.7條。1、抗彎計(jì)算,計(jì)算公式如下: 式中 a1截面I-I至基底邊緣的距離,取 a1=1.75m; P截面I-I處的基底反力: P=119.42×(3×2.31-1.75)/(3×2.31)=89.26kPa; a'截面I-I在基底的投影長度,取 a'=
24、2.31m。經(jīng)過計(jì)算得 M=1.752×(2×5.60+2.31)×(119.42+89.26-2×1834.6/5.602)+(119.42-89.26)×5.60/12 =557.47kN.m。2、配筋面積計(jì)算,公式如下: 依據(jù)建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范GB 50007-2002第7.2條。 式中 1系數(shù),當(dāng)混凝土強(qiáng)度不超過C50時(shí),1取為1.0,當(dāng)混凝土強(qiáng)度等級為C80時(shí), 1取為0.94,期間按線性內(nèi)插法確定; Fc混凝土抗壓強(qiáng)度設(shè)計(jì)值; h0承臺的計(jì)算高度。經(jīng)過計(jì)算得 s=557.47×106/(1.00×16.70
25、215;5.60×103×15002)=0.003 =1-(1-2×0.003)0.5=0.003 s=1-0.003/2=0.998 As=557.42×106/(0.998×1500×300.00)=1241.2mm2。由于最小配筋率為0.15%,所以最小配筋面積為:10125mm2。故取 As=10125mm2,實(shí)際選用20170。g an employment tribunal claimEmployment tribunals sort out disagreements between employers and empl
26、oyees.You may need to make a claim to an employment tribunal if:· you don't agree with the disciplinary action your employer has taken against you· your employer dismisses you and you think that you have been dismissed unfairly.For more information about dismissal and unfair dismissal,
27、 see Dismissal.You can make a claim to an employment tribunal, even if you haven't appealed against the disciplinary action your employer has taken against you. However, if you win your case, the tribunal may reduce any compensation awarded to you as a result of your failure to ap
28、peal.Remember that in most cases you must make an application to an employment tribunal within three months of the date when the event you are complaining about happened. If your application is received after this time limit, the tribunal will not usually accept it.If you are worried about how the t
29、ime limits apply to you, take advice from one of the organisations listed under Further help.Employment tribunals are less formal than some other courts, but it is still a legal process and you will need to give evidence under an oath or affirmation.Most people find making a claim to an employm
30、ent tribunal challenging. If you are thinking about making a claim to an employment tribunal, you should get help straight away from one of the organisations listed under Further help.If you are being represented by a solicitor at the tribunal, they may ask you to sign an agreement where you pa
31、y their fee out of your compensation if you win the case. This is known as a damages-based agreement. In England and Wales, your solicitor can't charge you more than 35% of your compensation if you win the case.If you are thinking about signing up for a damages-based agreement,
32、you should make sure you're clear about the terms of the agreement. It might be best to get advice from an experienced adviser, for example, at a Citizens Advice Bureau. To find your nearest CAB, including those that give advice by e-mail, click on nearest CAB.For more information abo
33、ut making a claim to an employment tribunal, see Employment tribunals.The (lack of) air up there Watch mCayman Islands-based Webb, the head of Fifa's anti-racism taskforce, is in London for the Football Association's 150th anniversary celebrations and will attend City's Premier Leag
34、ue match at Chelsea on Sunday."I am going to be at the match tomorrow and I have asked to meet Yaya Toure," he told BBC Sport."For me it's about how he felt and I would like to speak to him first to find out what his experience was."Uefa has opened disciplinary proceedin
35、gs against CSKA for the "racist behaviour of their fans" during City's 2-1 win.Michel Platini, president of European football's governing body, has also ordered an immediate investigation into the referee's actions.CSKA said they were "surprised and disappointed&
36、quot; by Toure's complaint. In a statement the Russian side added: "We found no racist insults from fans of CSKA."Age has reached the end of the beginning of a word. May be guilty in his seems to passing a lot of different life became the appearance of the same day; May be back in the
37、past, to oneself the paranoid weird belief disillusionment, these days, my mind has been very messy, in my mind constantly. Always feel oneself should go to do something, or write something. Twenty years of life trajectory deeply shallow, suddenly feel something, do it.一字開頭的年齡已經(jīng)到了尾聲?;蛟S是愧疚于自己似乎把轉(zhuǎn)瞬即逝的
38、很多個(gè)不同的日子過成了同一天的樣子;或許是追溯過去,對自己那些近乎偏執(zhí)的怪異信念的醒悟,這些天以來,思緒一直很凌亂,在腦海中不斷糾纏??傆X得自己自己似乎應(yīng)該去做點(diǎn)什么,或者寫點(diǎn)什么。二十年的人生軌跡深深淺淺,突然就感覺到有些事情,非做不可了。The end of our life, and can meet many things really do?而窮盡我們的一生,又能遇到多少事情是真正地非做不可?During my childhood, think lucky money and new clothes are necessary for New Year, but as the adv
39、ance of the age, will be more and more found that those things are optional; Junior high school, thought to have a crush on just means that the real growth, but over the past three years later, his writing of alumni in peace, suddenly found that isn't really grow up, it seems is not so important
40、; Then in high school, think don't want to give vent to out your inner voice can be in the high school children of the feelings in a period, but was eventually infarction when graduation party in the throat, later again stood on the pitch he has sweat profusely, looked at his thrown a basketball
41、 hoops, suddenly found himself has already can't remember his appearance.童年時(shí),覺得壓歲錢和新衣服是過年必備,但是隨著年齡的推進(jìn),會(huì)越來越發(fā)現(xiàn),那些東西根本就可有可無;初中時(shí),以為要有一場暗戀才意味著真正的成長,但三年過去后,自己心平氣和的寫同學(xué)錄的時(shí)候,突然就發(fā)現(xiàn)是不是真正的成長了,好像并沒有那么重要了;然后到了高中,覺得非要吐露出自己的心聲才能為高中生涯里的懵懂情愫劃上一個(gè)句點(diǎn),但畢業(yè)晚會(huì)的時(shí)候最終還是被梗塞在了咽喉,后來再次站在他曾經(jīng)揮汗如雨的球場,看著他投過籃球的球框時(shí),突然間發(fā)現(xiàn)自己已經(jīng)想不起他的容顏。
42、Originally, this world, can produce a chemical reaction to an event, in addition to resolutely, have to do, and time.原來,這個(gè)世界上,對某個(gè)事件能產(chǎn)生化學(xué)反應(yīng)的,除了非做不可的堅(jiān)決,還有,時(shí)間。A person's time, your ideas are always special to clear. Want, want, line is clear, as if nothing could shake his. Also once seemed to be de
43、termined to do something, but more often is he backed out at last. Dislike his cowardice, finally found that there are a lot of love, there are a lot of miss, like shadow really have been doomed. Those who do, just green years oneself give oneself an arm injection, or is a self-righteous spiritual.一
44、個(gè)人的時(shí)候,自己的想法總是特別地清晰。想要的,不想要的,界限明確,好像沒有什么可以撼動(dòng)自己。也曾經(jīng)好像已經(jīng)下定了決心去做某件事,但更多的時(shí)候是最后又打起了退堂鼓。嫌惡過自己的怯懦,最終卻發(fā)現(xiàn)有很多緣分,有很多錯(cuò)過,好像冥冥之中真的已經(jīng)注定。那些曾經(jīng)所謂的非做不可,只是青蔥年華里自己給自己注射的一支強(qiáng)心劑,或者說,是自以為是的精神寄托罷了。At the moment, the sky is dark, the air is fresh factor after just rained. Suddenly thought of blue plaid shirt; Those were broken
45、 into various shapes of stationery; From the corner at the beginning of deep friendship; Have declared the end of the encounter that haven't start planning. Those years, those days of do, finally, like youth, will end in our life.此刻,天空是陰暗的,空氣里有著剛下過雨之后的清新因子。突然想到那件藍(lán)格子襯衫;那些被折成各種各樣形狀的信紙;那段從街角深巷伊始的友誼
46、;還有那場還沒有開始就宣告了終結(jié)的邂逅計(jì)劃那些年那些天的非做不可,終于和青春一樣,都將在我們的人生中謝幕。Baumgartner the disappointing news: Mission aborted. r plays an important role in this mission. Starting at the ground, conditions have to be very calm - winds less than 2 mph, with no precipitation or humidity and limited cloud cover. The balloon
47、, with capsule attached, will move through the lower level of the atmosphere (the troposphere) where our day-to-day weather lives. It will climb higher than the tip of Mount Everest (5.5 miles/8.85 kilometers), drifting even higher than the cruising altitude of commercial airliners (5.6 miles/9.17 kilometers) and into the stratosphere. As he crosses the b
溫馨提示
- 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。
最新文檔
- 油母頁巖供料工安全知識宣貫知識考核試卷含答案
- 我國上市公司改制方式與公司績效關(guān)系的實(shí)證剖析:基于多元視角與實(shí)踐案例
- 我國上市公司并購協(xié)同效應(yīng)的實(shí)證剖析與策略探究
- 中央空調(diào)系統(tǒng)運(yùn)行操作員崗前決策判斷考核試卷含答案
- 刨花干燥工測試驗(yàn)證強(qiáng)化考核試卷含答案
- 餐廳服務(wù)員操作管理水平考核試卷含答案
- 二氧化碳樹脂裝置操作工安全宣教考核試卷含答案
- 中藥煎膏劑工安全演練知識考核試卷含答案
- 彩畫作文物修復(fù)師崗前沖突管理考核試卷含答案
- 鐵合金特種冶煉工安全培訓(xùn)效果知識考核試卷含答案
- 老年人遠(yuǎn)離非法集資講座
- 沙子石子采購合同范本
- 軍采協(xié)議供貨合同范本
- 船舶救生知識培訓(xùn)內(nèi)容課件
- 2025年醫(yī)院年度應(yīng)急演練計(jì)劃表
- 衛(wèi)生所藥品自查自糾報(bào)告
- 2024年新高考Ⅰ卷英語真題(原卷+答案)
- 面板數(shù)據(jù)估計(jì)量選擇及效率比較
- 機(jī)械安裝安全培訓(xùn)課件
- 2025年國家審計(jì)署公務(wù)員面試模擬題及備考指南
- 《電工》國家職業(yè)技能鑒定教學(xué)計(jì)劃及大綱
評論
0/150
提交評論