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樓承板的施工技術和做法有哪些

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樓承板的施工技術和做法有哪些

2023-01-29

接下來就由重慶樓承板小編來為你簡單的介紹一下吧,希望對你會有所幫助。

樓承板

樓承板廠家的施工技術歷程大體是如此的:彈線→清板→吊運→布板→切開→壓合→側焊→端焊→留洞→封堵→檢驗→栓釘→布筋→埋件→澆筑→維護。

當然這么多的歷程是離不開好的休息安排,以下進程也可依照現場現實情形另行處置。休息安排要分兩組,一組擔任運料,包含清料、倒運,直至依照施工進度準確無誤地將樓承板吊運至施工部位,包含起重工為5人;二組擔任鋪設,包含布筋、裁切、裝置、留洞。每3工資一小組,擔任一個節間,4個小組在統一功課層一起功課。

下道工(gong)序綁扎鋼筋與澆筑混凝(ning)土時(shi)應(ying)留(liu)派(pai)專人(ren)對鋪(pu)設的(de)樓承板增強保護。詳細的(de)做法法是:

(1)先在鋪板(ban)區彈(dan)出鋼梁(liang)(liang)(liang)(liang)的(de)(de)基(ji)(ji)(ji)地(di)(di)(di)(di)(di)(di)線(xian)(xian)(xian)(xian),主(zhu)(zhu)(zhu)梁(liang)(liang)(liang)(liang)的(de)(de)基(ji)(ji)(ji)地(di)(di)(di)(di)(di)(di)線(xian)(xian)(xian)(xian)是(shi)鋪設樓(lou)(lou)(lou)承(cheng)板(ban)固(gu)定地(di)(di)(di)(di)(di)(di)點的(de)(de)操縱線(xian)(xian)(xian)(xian)。由主(zhu)(zhu)(zhu)梁(liang)(liang)(liang)(liang)的(de)(de)基(ji)(ji)(ji)地(di)(di)(di)(di)(di)(di)線(xian)(xian)(xian)(xian)操縱樓(lou)(lou)(lou)承(cheng)板(ban)搭接鋼梁(liang)(liang)(liang)(liang)的(de)(de)搭接寬度,并決意樓(lou)(lou)(lou)承(cheng)板(ban)與鋼梁(liang)(liang)(liang)(liang)熔透焊(han)接的(de)(de)焊(han)點地(di)(di)(di)(di)(di)(di)點。次(ci)(ci)梁(liang)(liang)(liang)(liang)的(de)(de)基(ji)(ji)(ji)地(di)(di)(di)(di)(di)(di)線(xian)(xian)(xian)(xian)將決意熔透焊(han)栓(shuan)釘的(de)(de)焊(han)接地(di)(di)(di)(di)(di)(di)點。因樓(lou)(lou)(lou)承(cheng)板(ban)鋪設后難以觀(guan)測次(ci)(ci)梁(liang)(liang)(liang)(liang)翼(yi)緣的(de)(de)詳細地(di)(di)(di)(di)(di)(di)點,故將次(ci)(ci)梁(liang)(liang)(liang)(liang)的(de)(de)基(ji)(ji)(ji)地(di)(di)(di)(di)(di)(di)線(xian)(xian)(xian)(xian)及次(ci)(ci)梁(liang)(liang)(liang)(liang)翼(yi)緣寬度返彈(dan)在主(zhu)(zhu)(zhu)梁(liang)(liang)(liang)(liang)的(de)(de)基(ji)(ji)(ji)地(di)(di)(di)(di)(di)(di)線(xian)(xian)(xian)(xian)上(shang),固(gu)定栓(shuan)釘時應將次(ci)(ci)梁(liang)(liang)(liang)(liang)的(de)(de)基(ji)(ji)(ji)地(di)(di)(di)(di)(di)(di)線(xian)(xian)(xian)(xian)及次(ci)(ci)梁(liang)(liang)(liang)(liang)翼(yi)緣寬度再返彈(dan)到次(ci)(ci)梁(liang)(liang)(liang)(liang)面上(shang)的(de)(de)樓(lou)(lou)(lou)承(cheng)板(ban)上(shang)。

(2)在堆(dui)料場(chang)所將樓承(cheng)板分(fen)層(ceng)分(fen)區(qu)按料單(dan)清(qing)算出,并(bing)注腳編號,區(qu)別清(qing)晰層(ceng)、區(qu)、號,用記(ji)號筆表示,并(bing)準(zhun)確無誤地運(yun)至施工指定(ding)部位。

(3)吊(diao)運時采(cai)納公用軟吊(diao)索,以包管(guan)樓承(cheng)板(ban)板(ban)材(cai)全體(ti)不變形、部分(fen)不卷邊。鋼構造規劃多層(ceng)(ceng)的一(yi)樣采(cai)納3層(ceng)(ceng)一(yi)節(jie)柱(zhu)裝置(zhi)技術(shu),裝置(zhi)樓承(cheng)板(ban)時與(yu)鋼構造柱(zhu)梁(liang)同步施工,至多應相差3層(ceng)(ceng)。是(shi)以樓承(cheng)板(ban)吊(diao)運時只能(neng)從上層(ceng)(ceng)的梁(liang)柱(zhu)間(jian)穿套,而起重(zhong)工應分(fen)層(ceng)(ceng)在梁(liang)柱(zhu)間(jian)操縱。

(4)采納等(deng)離子切開機或剪板鉗(qian)裁(cai)剪邊角(jiao),裁(cai)切放線時(shi)充(chong)裕量應操縱在5mm局限內,澆筑混凝(ning)土時(shi)應接納辦法,以防漏漿。

(5)樓承板施工與樓承板側板間毗鄰采納咬口鉗壓合,使單片樓承板間連成整板。先點焊樓承板側邊,再固定兩頭頭,終采納栓釘固定。

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