電 話:(曹老師)
電 話:(羅老師)
網 址:i65r1s.cn
地 址:重慶九龍坡綠云鋼材(cai)市場A9-293/雙福攀寶鋼材(cai)市場綠城路(lu)
樓承(cheng)(cheng)(cheng)板(ban)(ban)(ban)鋼筋(jin)桁架(jia)是將樓板(ban)(ban)(ban)中(zhong)(zhong)(zhong)的(de)(de)鋼筋(jin)在工(gong)廠采用(yong)(yong)進(jin)口設備加工(gong)成鋼筋(jin)桁架(jia),并將鋼筋(jin)桁架(jia)與(yu)鍍鋅鋼板(ban)(ban)(ban)在工(gong)廠焊接(jie)(jie)成一(yi)體的(de)(de)組合(he)模板(ban)(ban)(ban),使其在施工(gong)階段(duan)可(ke)作為鋼梁的(de)(de)側向(xiang)支撐使用(yong)(yong)!樓板(ban)(ban)(ban)連接(jie)(jie)采用(yong)(yong)扣合(he)方(fang)式,板(ban)(ban)(ban)與(yu)板(ban)(ban)(ban)之間(jian)的(de)(de)拉鉤連接(jie)(jie)應緊(jin)密,保(bao)證澆(jiao)筑(zhu)(zhu)混(hun)凝土時(shi)不(bu)漏(lou)漿,同時(shi)注意(yi)(yi)排板(ban)(ban)(ban)方(fang)向(xiang)要一(yi)致,桁架(jia)節點間(jian)距為200㎜,注意(yi)(yi)不(bu)同模板(ban)(ban)(ban)的(de)(de)橫向(xiang)節點要對齊。我們(men)仔細(xi)觀(guan)察的(de)(de)話(hua)會(hui)發現很多高(gao)層建(jian)筑(zhu)(zhu)上都會(hui)設置鋼筋(jin)桁架(jia)樓承(cheng)(cheng)(cheng)板(ban)(ban)(ban),我們(men)雖(sui)然經常用(yong)(yong)到該樓承(cheng)(cheng)(cheng)板(ban)(ban)(ban),但(dan)很少有(you)人知道這種板(ban)(ban)(ban)材為什么會(hui)用(yong)(yong)于(yu)高(gao)層建(jian)筑(zhu)(zhu)中(zhong)(zhong)(zhong)。下面小編將為您介(jie)紹一(yi)下該板(ban)(ban)(ban)材在高(gao)層建(jian)筑(zhu)(zhu)中(zhong)(zhong)(zhong)的(de)(de)使用(yong)(yong)優勢!鋼筋(jin)樓承(cheng)(cheng)(cheng)板(ban)(ban)(ban)的(de)(de)搭(da)接(jie)(jie)是有(you)著嚴格的(de)(de)施工(gong)要求的(de)(de),為保(bao)障樓承(cheng)(cheng)(cheng)板(ban)(ban)(ban)安裝牢(lao)固,該板(ban)(ban)(ban)材的(de)(de)搭(da)接(jie)(jie)需要按照說明(ming)書正(zheng)確進(jin)行,搭(da)接(jie)(jie)過程中(zhong)(zhong)(zhong)還需要注意(yi)(yi),沿順(shun)(shun)肋方(fang)向(xiang),壓型鋼板(ban)(ban)(ban)如果可(ke)以(yi)滿足(zu)正(zheng)截面承(cheng)(cheng)(cheng)載力(li)(li)及剪切粘結(jie)承(cheng)(cheng)(cheng)載力(li)(li)的(de)(de)要求,可(ke)以(yi)不(bu)用(yong)(yong)配(pei)順(shun)(shun)肋方(fang)向(xiang)的(de)(de)鋼筋(jin),這時(shi)候(hou)要注意(yi)(yi)計算剪切粘結(jie)承(cheng)(cheng)(cheng)載力(li)(li)。
隨著鋼(gang)結(jie)構(gou)在(zai)建筑(zhu)材料中(zhong)的(de)(de)(de)興起,越來(lai)越多的(de)(de)(de)人選擇使用(yong)鋼(gang)結(jie)構(gou)樓(lou)(lou)承(cheng)板(ban)(ban)(ban)(ban)了(le)(le),鋼(gang)結(jie)構(gou)構(gou)件工廠(chang)產(chan)業化(hua)生產(chan)大(da)大(da)縮短了(le)(le)工程工期,而樓(lou)(lou)板(ban)(ban)(ban)(ban)的(de)(de)(de)施工方法卻(que)成為影響工期的(de)(de)(de)重要因(yin)素(su)。采用(yong)那一(yi)代樓(lou)(lou)承(cheng)板(ban)(ban)(ban)(ban)對于樓(lou)(lou)板(ban)(ban)(ban)(ban)的(de)(de)(de)耐火性能也有區別(bie)。樓(lou)(lou)承(cheng)板(ban)(ban)(ban)(ban)的(de)(de)(de)厚度(du)一(yi)般(ban)都是(shi)按保險起見(jian)設計的(de)(de)(de)比較厚,正常情(qing)況(kuang)下鋼(gang)梁之間的(de)(de)(de)跨度(du)在(zai)2m以(yi)內樓(lou)(lou)承(cheng)板(ban)(ban)(ban)(ban)厚度(du)在(zai)0.75-0.8mm就(jiu)可以(yi)了(le)(le),2-2.5m樓(lou)(lou)承(cheng)板(ban)(ban)(ban)(ban)厚度(du)用(yong)0.8-1.0就(jiu)可以(yi)了(le)(le),跨度(du)在(zai)3-4米樓(lou)(lou)承(cheng)板(ban)(ban)(ban)(ban)厚度(du)用(yong)1.5mm,超(chao)過(guo)5m的(de)(de)(de)跨度(du)是(shi)用(yong)臨時(shi)支(zhi)撐,因(yin)素(su)就(jiu)是(shi)混泥(ni)土澆筑(zhu)的(de)(de)(de)高度(du),混泥(ni)土澆筑(zhu)的(de)(de)(de)越高,樓(lou)(lou)承(cheng)板(ban)(ban)(ban)(ban)所需要的(de)(de)(de)厚度(du)也就(jiu)越厚,還有一(yi)個大(da)家容(rong)易忽(hu)略的(de)(de)(de)因(yin)素(su)就(jiu)是(shi)螺釘(ding)(ding)的(de)(de)(de)好壞(huai)也是(shi)決(jue)定樓(lou)(lou)承(cheng)板(ban)(ban)(ban)(ban)厚度(du)的(de)(de)(de),螺釘(ding)(ding)越好樓(lou)(lou)承(cheng)板(ban)(ban)(ban)(ban)的(de)(de)(de)承(cheng)載力就(jiu)越強。
重慶鍍(du)(du)鋅(xin)板(ban)近二十(shi)年來鋼(gang)(gang)(gang)帶連續熱(re)(re)鍍(du)(du)鋅(xin)技(ji)術(shu)、裝(zhuang)備(bei)(bei)以及(ji)(ji)相應的控制手段(duan)均(jun)有(you)巨大的發(fa)(fa)(fa)展(zhan),使鍍(du)(du)鋅(xin)板(ban)得(de)以滿足汽車面(mian)板(ban)和家電用(yong)(yong)板(ban)的苛(ke)刻(ke)要求,并從而以其(qi)比電鍍(du)(du)鋅(xin)合(he)金鋼(gang)(gang)(gang)帶廉價、耐(nai)蝕性(xing)優異(yi)而大有(you)取(qu)代(dai)之勢(shi)。熱(re)(re)鍍(du)(du)鋅(xin)生產技(ji)術(shu)與(yu)裝(zhuang)備(bei)(bei)開發(fa)(fa)(fa)技(ji)術(shu)及(ji)(ji)經驗(yan),通過技(ji)術(shu)創新、優化(hua)設計、精密(mi)制造以及(ji)(ji)國外技(ji)術(shu)合(he)作(zuo),突破制約我國高性(xing)能汽車用(yong)(yong)熱(re)(re)鍍(du)(du)鋅(xin)鋼(gang)(gang)(gang)板(ban)生產技(ji)術(shu)與(yu)裝(zhuang)備(bei)(bei)發(fa)(fa)(fa)展(zhan)瓶頸。
重慶鍍鋅鋼管重慶樓承板分兩種。一種是把樓承板當做承受拉力的鋼筋計算的,另外一種是僅把樓承板作為模板計算而不參與受力的。做模板計算的比較簡單,直接按照跨度頂就行了。2米以下選0.8的,2-3米的選1.0的。鍍鋅鋼管廠家樓承板(ban)(ban)作為受力鋼筋計算,就按照模板(ban)(ban)的選(xuan)用樓承板(ban)(ban)(或者加厚且只能(neng)加厚),然后(hou)在計算配筋的時(shi)候可以按照面(mian)積減少鋼筋用量。樓承板(ban)(ban)不(bu)能(neng)單獨計算的,它(ta)和整個樓板(ban)(ban)是(shi)一個體系的。
樓承(cheng)板(ban)(ban)鋼(gang)結(jie)構柱網間(jian)(jian)距(ju)一般5~9.0m×8~15m,次梁(liang)間(jian)(jian)距(ju)3m,而(er)樓承(cheng)板(ban)(ban)下(xia)料長(chang)度為4.97~8.97m,運輸與安裝均較困難,尤其是帶由圓(yuan)弧(hu)區垂(chui)(chui)(chui)直(zhi)吊裝樓承(cheng)板(ban)(ban),由上而(er)下(xia)在(zai)(zai)(zai)次梁(liang)狹間(jian)(jian)穿套比較困難,且打(da)亂了次梁(liang)焊(han)(han)接正常工序。控制下(xia)料長(chang)度為3~6m,則可(ke)避免垂(chui)(chui)(chui)直(zhi)運輸時(shi)在(zai)(zai)(zai)次梁(liang)間(jian)(jian)無法吊運的問題。 樓承(cheng)板(ban)(ban)吊運時(shi)采(cai)用(yong)專用(yong)軟吊索(suo)。每(mei)次吊裝時(shi)應檢查軟吊索(suo)是否有撕裂、割(ge)斷現(xian)象(xiang)。樓承(cheng)板(ban)(ban)擱置在(zai)(zai)(zai)鋼(gang)梁(liang)上時(shi)應防止(zhi)探(tan)頭。鋪料時(shi)操作人員應系帶,并保證邊鋪設邊固定在(zai)(zai)(zai)周邊繩上。 焊(han)(han)接采(cai)用(yong)熔(rong)透(tou)點焊(han)(han)連接,施焊(han)(han)前(qian)應準備邊角料引(yin)弧(hu)試焊(han)(han),調整(zheng)施焊(han)(han)電流.因樓承(cheng)板(ban)(ban)底部無水平模板(ban)(ban)及垂(chui)(chui)(chui)直(zhi)支(zhi)撐,澆筑混凝(ning)土(tu)時(shi)布料不(bu)宜太集中(zhong),采(cai)用(yong)平板(ban)(ban)振(zhen)搗器及時(shi)分攤振(zhen)搗。