施工過程中，嚴(yan)格遵(zun)守操作(zuo)規則，嚴(yan)防落物傷人(ren)及墜落事故。各種電(dian)(dian)氣(qi)設備運轉和漏電(dian)(dian)保護裝置，不準(zhun)(zhun)隨意改換(huan)安裝方式，尤其(qi)對于施工作(zuo)業的(de)(de)投光燈，裝接工作(zuo)，一點不準(zhun)(zhun)馬虎、絲毫不能漏電(dian)(dian)，確(que)保安全。所有容易(yi)碰砸的(de)(de)電(dian)(dian)氣(qi)設備加裝防護罩或遮欄，防止碰傷危險。

鋼波紋涵管(guan)施工(gong)現場的安全要(yao)求有哪些(xie)？

波紋(wen)涵管管底兩側模形部位的(de)密實(shi)度很重要，一般設(she)計采用現澆C20細石混凝(ning)土護壁全斷面填筑，以(yi)保(bao)證模形區域(yu)的(de)密實(shi)，利于波紋(wen)涵管的(de)穩定(ding)性。波紋(wen)涵管頂部填土每層厚15cm，壓(ya)實(shi)度應滿足規范(fan)要求。涵管沒(mei)有達到(dao)小填土高度時(shi)，不得使用大于6T的(de)壓(ya)路機械碾(nian)壓(ya)，也(ye)不允(yun)許任何重型車輛通(tong)行(xing)。

鐵路(lu)鋼波紋(wen)管

參加(jia)金(jin)屬波紋(wen)涵管施工(gong)(gong)(gong)(gong)人員要熟(shu)知本(ben)工(gong)(gong)(gong)(gong)種的(de)安全操作(zuo)規程，堅守崗位。特殊工(gong)(gong)(gong)(gong)種人員如(ru)電工(gong)(gong)(gong)(gong)、電焊工(gong)(gong)(gong)(gong)、混(hun)凝(ning)土工(gong)(gong)(gong)(gong)、起重(zhong)工(gong)(gong)(gong)(gong)等施工(gong)(gong)(gong)(gong)人員，必須經(jing)過專門培訓，熟(shu)練(lian)掌握操作(zuo)要求，嚴(yan)格執行(xing)本(ben)工(gong)(gong)(gong)(gong)種的(de)安全操作(zuo)規程，必須隨身攜帶有關證件(jian)（或復印件(jian)）上崗備(bei)查。搭(da)設(she)金(jin)屬波紋(wen)涵管施工(gong)(gong)(gong)(gong)支架(jia)要隨時檢查支架(jia)的(de)穩(wen)定性，并且加(jia)固。支架(jia)完成后，要檢查、驗算(suan)支架(jia)的(de)承力(li)，滿足承載要求后再進行(xing)上部施工(gong)(gong)(gong)(gong)。

波紋涵管頂部及兩(liang)(liang)側(ce)20m范圍(wei)內(nei)不允許使用(yong)機械(xie)進行強夯，洞身兩(liang)(liang)側(ce)應用(yong)人工(gong)或小型機具(ju)對(dui)稱夯填(tian)(tian)，待填(tian)(tian)方高出涵頂1米時，可采用(yong)機械(xie)填(tian)(tian)筑。在完成回填(tian)(tian)之后(hou)，終(zhong)截(jie)面尺(chi)寸與組裝時的尺(chi)寸差異更大不得超過2%。如截(jie)面變形量超過變形范圍(wei)，應立即終(zhong)止施工(gong)，查明(ming)原因，采取相應措施將變形量控制在標準要求范圍(wei)內(nei)。

填(tian)筑(zhu)時應分層(ceng)填(tian)筑(zhu)、分層(ceng)壓(ya)(ya)實，每(mei)層(ceng)壓(ya)(ya)實厚度為15cm，壓(ya)(ya)實度要(yao)求(qiu)達到設計(ji)要(yao)求(qiu)后方可進(jin)行下一層(ceng)填(tian)筑(zhu)。填(tian)筑(zhu)必須(xu)在波(bo)紋涵管兩側對稱同步進(jin)行，兩側的回(hui)填(tian)土高差不(bu)得大(da)于(yu)15cm。對于(yu)有(you)兩端(duan)(duan)擋墻(qiang)的涵洞，回(hui)填(tian)應從兩端(duan)(duan)向結構中心進(jin)行。如果因(yin)偏土壓(ya)(ya)造(zao)成鋼波(bo)紋涵管變形的，應修(xiu)正截(jie)面尺寸后重新壓(ya)(ya)實。

鐵路(lu)鋼(gang)波紋管

波(bo)(bo)紋涵(han)管(guan)兩側部位回填(tian)(tian)：填(tian)(tian)土(tu)之前，可在波(bo)(bo)紋涵(han)管(guan)兩側面(mian)用(yong)紅油漆按每15cm高(gao)(gao)度(du)作出填(tian)(tian)高(gao)(gao)標(biao)示，填(tian)(tian)筑時按標(biao)注線控制。在管(guan)身更大(da)(da)直徑兩側50cm外可采用(yong)12～18T的(de)壓路機應實(shi)，50cm范圍(wei)內(nei)采用(yong)小型(xing)夯實(shi)機械夯實(shi)，以避免大(da)(da)型(xing)機械設(she)備對涵(han)管(guan)的(de)撞擊(ji)。靠(kao)近管(guan)體周圍(wei)50cm范圍(wei)內(nei)，不允許有大(da)(da)于(yu)50mm的(de)石塊、混凝土(tu)塊或其他有害腐蝕(shi)材料。

壓(ya)(ya)(ya)(ya)實(shi)度(du)(du)要求：基礎(chu)應采(cai)用振動壓(ya)(ya)(ya)(ya)實(shi)機進(jin)行分層碾壓(ya)(ya)(ya)(ya)，碾壓(ya)(ya)(ya)(ya)時應根(gen)據回填材料的含水量及擊實(shi)曲(qu)線灑水碾壓(ya)(ya)(ya)(ya)，壓(ya)(ya)(ya)(ya)實(shi)度(du)(du)不小于規范(fan)要求。具體施工(gong)技術(shu)要求可參閱(yue)《公(gong)路(lu)(lu)路(lu)(lu)基設(she)計規范(fan)》和(he)《公(gong)路(lu)(lu)路(lu)(lu)基施工(gong)技術(shu)規范(fan)》。波(bo)紋涵(han)管兩側及頂(ding)部100cm范(fan)圍內的回填及壓(ya)(ya)(ya)(ya)實(shi)度(du)(du)要求，圖中涵(han)洞兩側回填土壓(ya)(ya)(ya)(ya)實(shi)度(du)(du)要求執行，當涵(han)頂(ding)填土厚度(du)(du)超(chao)過(guo)100cm時，填土壓(ya)(ya)(ya)(ya)實(shi)度(du)(du)與同一(yi)標高路(lu)(lu)基壓(ya)(ya)(ya)(ya)實(shi)度(du)(du)要求相同。（hanihanbj.com）