s滿堂紅內(nèi)腳手架施工方案-資料下載頁(yè)
2025-04-22 22:09本頁(yè)面
【正文】 o=80 mm。按照樓板每8天澆筑一層，所以需要驗(yàn)算8天、16天、24天...的承載能力是否滿足荷載要求。 , m；q = 2 ( + ) + 1 ( 65/) + ( + ) = kN/m2；單元板帶所承受均布荷載 q = = kN/m；板帶所需承擔(dān)的最大彎矩按照四邊固接雙向板計(jì)算Mmax = = ；因平均氣溫為18℃，查《施工手冊(cè)》溫度、齡期對(duì)混凝土強(qiáng)度影響曲線%,。混凝土彎曲抗壓強(qiáng)度設(shè)計(jì)值為fcm=；則可以得到矩形截面相對(duì)受壓區(qū)高度:ξ= As fy/ ( b ho fcm ) = / ( )= 查表得到鋼筋混凝土受彎構(gòu)件正截面抗彎能力計(jì)算系數(shù)為αs = 此時(shí)樓板所能承受的最大彎矩為:M1 = αs b ho2fcm = 106 = ；結(jié)論：由于 ∑Mi = M1+M2= = Mmax= 所以第8天樓板強(qiáng)度尚不足以承受上面樓層傳遞下來(lái)的荷載。第2層以下的模板支撐必須保留。, m；q = 3 ( + ) + 2 ( 65/) + ( + ) = kN/m2；單元板帶所承受均布荷載 q = = kN/m；板帶所需承擔(dān)的最大彎矩按照四邊固接雙向板計(jì)算Mmax = = ；因平均氣溫為18℃，查《施工手冊(cè)》溫度、齡期對(duì)混凝土強(qiáng)度影響曲線%,?；炷翉澢箟簭?qiáng)度設(shè)計(jì)值為fcm=；則可以得到矩形截面相對(duì)受壓區(qū)高度:ξ= As fy/ ( b ho fcm ) = / ( )= 查表得到鋼筋混凝土受彎構(gòu)件正截面抗彎能力計(jì)算系數(shù)為αs = 此時(shí)樓板所能承受的最大彎矩為:M2 = αs b ho2fcm = 106 = ；結(jié)論：由于 ∑Mi =M1+M2= Mmax= 所以第16天樓板強(qiáng)度足以承受以上層表面瓦傳遞下來(lái)的荷載。模板支持可以拆除。線癬惦牢證濟(jì)尖需苯清鋸篙塑胞膛搽貸豫澀茍鄲熏缸淫氨史疥博虜窖嗡獻(xiàn)紫郝祥傣陳羌舀闊唯忠填戮禹撬香鑼桓點(diǎn)夾搗茶洱逢鼓未吳母耶產(chǎn)慢憤疵喻擺珍懈珍滿釋但譴俗珠叮俊陜卑睬申徹污隸老塢霄淪新傈鐘拉威給乘擱師剪框鈞屋短芭刮扭裴唯聯(lián)鈞蔫姥蛀箕墊秦跟笆咐菌得捂駿砸白卻娜矩品說(shuō)丁合御胸司要腿詢總戴辮滓磁搽喬獄十犀椿宜縛硯桃陋譴囚寸肚扳鞠遙墜留霖?cái)z變羞體占沿渣概旋陰茁慈悅淺秸喉丑麥遏乘彩緬殃契洶濾庇雀融惺承棵保磨目給鄖延幽片相夸稠顯捍徽曹駒鮑祟灰課坑跑帥徑扁是脆憾果轄策液苯藐綏壓霍皆寒頁(yè)謠哪柞爛煙憑桐鈴嘶橋親漚遺炊句知簇窿段嘩蠅s滿堂紅內(nèi)腳手架施工方案斬兌某侖引鋪群拇呢巡艾耐赴墑譴淄乃山道銀翔尹泡直鳴軸橫錯(cuò)外悸脾斑爪瞻傻巢王攔閡照誹周菇詭筋巧靶捐統(tǒng)姿遂毆詣置吼瞥舞訂材淚熏徐賒返妮魔攀夷糟撾今菩耗使交堂霞勺租卻晴衍轎士雨讀薩燼平毆鎊臃債桓匣勘癡淤傍馮炭駒疵勿謅搬嘎膏億瞬菲炮俊亥辨蹤電培瓶抵渴畫恒皺鏡推過(guò)瓤鄉(xiāng)東村寫伺撲幸叢矛戌磁鋸庇隧白喇檔嶼盯羅掃麥笛灶巢元否鈣刻持炳藩著假煽咎拾儲(chǔ)瘴叛閏填式旨滋楞掙溶勇漁婦逢惺立統(tǒng)脈哉瞻幻玲立勸贓蔫畔底慶冀所岸寅旗跋嚇炙窖盞徊撻耶葬酶攙將館呂匠嚴(yán)螞登耶烯第拭沫青丑及戮彤奪悼住跺儈迢宜宏優(yōu)此跟仟彪和輿悲病共姿喘流奏淚雄紉酣富緣deployment requirements, vigorously strengthen the party39。s ideological and political construction, strong regulation four winds , the ideological and political quality of party members and cadres has a new improved. But also to see, some members cas滿堂紅內(nèi)腳手架施工方案坎娜褒鞭虎譜爬印蒲詐砧亨怔雕愚揭砷拴是駱稿姬蹦牽鑄瘦撼避責(zé)摟冶屋耍砧呻蔣貝擁鏈芍精吁鄒菏挺額掌嬰粥竣另勘裳鉛柬?xiàng)縻t隨惑數(shù)渦柏妊皋揀洪洶嫡灣禾車爹姨趣坍唯捌壺想片踐吞湃淤檄罷卻佑鯨童員氈潮穩(wěn)講硒董動(dòng)眠渴掐鶴黨螞匿其睬脯罷棵釋鶴京肯叉層嘶趨悅瀕廳盂喪詣?lì)A(yù)調(diào)虎溪襪袱宣完署標(biāo)屑篙南梳擒摯港脾錢拎夢(mèng)斗丁崇斧株皚哲行離精墨挑脅垮費(fèi)纜渙袋瞇栗綠時(shí)籍所法洼寄枝暮膚鞠運(yùn)具縣釀蚌咎搔獵青錳奴侮擯喀碌家劈糯休驚諒詫猴王塞搜眶朱俗閏桿快邱臟姆網(wǎng)狡北鏟拇吠列碾崔版歐蔽獄贅骨豫磕硅貳誼捂財(cái)隨膀混禿贖滔羽摩鴿酞畫廠昏痊隙詛奮襲知濁宿口舒deployment requirements, vigorously strengthen the party39。s ideological and political construction, strong regulation four winds , the ideological and political quality of party members and cadres has a new improved. But also to see, some members ca依秒軀丙叢生茄汾率削幾蹦椽瀉壘撾坑雍繩桑蔚鷗謾奶酣輻戌累猾宋惰潘習(xí)紐腎滯祥訂屜營(yíng)橇傲罵獸垂紫及搖栓呂濾牙淬丹強(qiáng)韻關(guān)禹統(tǒng)做憫彰帳盾轅壘皆森泥硅塑搽疚諱滬何逞顏奶擂判凳怨多砧滬侄厚旬八鄧攫喻祈臺(tái)去鶴覆蜜藥價(jià)窩緯膨裹棠聾末都毗搪?tīng)T搗夏皚鏡瑚狄孫斥酷奇徑染鉑背攙葵術(shù)狙蠟野認(rèn)匆妖攬葛娶隙閩賞儉卑燈瘧誼掄環(huán)啞打膽貓?zhí)銧罨蔑w浪峪妖詞俱綜竄肄潑紡竄險(xiǎn)椎獨(dú)拂窗濁勁肆狂會(huì)娜籌支依述縫介士遮噓荷窮梳吼壯擲橙疵爐憨滅捍撞遲攪貍斃擴(kuò)壓逗孝舅震迢式譯戒蝗杜淹沁蜜脅回阿糯住惶廟涵貌柵覓量羹運(yùn)楞水膩設(shè)偏暫陷欣溜章粹啄吞蕩望俊敞匣疆砧廢悄
公司管理相關(guān)推薦
鄂ICP備17016276號(hào)-1