高密度聚乙烯土工膜施工过程中应严格控制三道工序
工程采用高密度聚乙烯土工膜材(cai)料(liao)(liao),是国内先进技(ji)术水平的新型防渗材(cai)料(liao)(liao)。其(qi)物理性能为:密度0.94g/cm3,拉伸率90%,无毒,耐化学腐蚀,埋设使用寿命50年以上(shang),可焊(han)接或搭接,焊(han)接强度大(da)于原(yuan)材(cai)料(liao)(liao)强度,膜厚(hou)0.15~0.35mm,宽2.0~10.0m,每卷长(zhang)100~120m,重(zhong)85~100kg。工程施工选用厚(hou)度为0.25mm、宽度为4.0m的土工膜。
渠(qu)道防(fang)渗(shen)衬砌施工(gong)(gong)应(ying)严格按照《聚乙烯(xi)(PE)土工(gong)(gong)膜防(fang)渗(shen)工(gong)(gong)程技(ji)术规(gui)范(fan)》的工(gong)(gong)程设计图纸和(he)SL/T237-98进行。施工(gong)(gong)前,设计单位、业主、监(jian)理单位、施工(gong)(gong)单位应(ying)进行技(ji)术交底,施工(gong)(gong)过程中(zhong)应(ying)严格控制以(yi)下三道工(gong)(gong)序(xu)。
(1)土(tu)(tu)工(gong)(gong)膜(mo)(mo)铺(pu)设(she)(she)基(ji)面(mian)的整(zheng)(zheng)理。土(tu)(tu)工(gong)(gong)膜(mo)(mo)铺(pu)设(she)(she)前(qian),应严格按照设(she)(she)计参数要求夯实渠道土(tu)(tu)方基(ji)础,然后平(ping)整(zheng)(zheng)膜(mo)(mo)下基(ji)面(mian)。渠道基(ji)础应夯实、平(ping)整(zheng)(zheng)、直,防止(zhi)废铁丝(钉)、树枝等(deng)杂物刺穿(chuan)土(tu)(tu)工(gong)(gong)膜(mo)(mo)。铺(pu)设(she)(she)坡(po)面(mian)土(tu)(tu)工(gong)(gong)膜(mo)(mo)时,严格按照设(she)(she)计尺寸对渠道道段(duan),清除(chu)坡(po)面(mian)石块等(deng)尖锐物体(ti),调(diao)整(zheng)(zheng)渠道底坡(po),严禁倒(dao)坡(po),控制开挖段(duan),防止(zhi)坡(po)脚过度开挖。
(2)土工膜(mo)(mo)的连(lian)接(jie)。土工膜(mo)(mo)的连(lian)接(jie)采用焊(han)(han)接(jie)方法。焊(han)(han)接(jie)处土工膜(mo)(mo)的搭接(jie)长度(du)约(yue)为0.15m。设(she)置两个焊(han)(han)缝,现(xian)场焊(han)(han)接(jie)150W铬铁。焊(han)(han)接(jie)前,必须(xu)清(qing)除土工膜(mo)(mo)表面的土渣(zha)等(deng)污垢,并在(zai)(zai)焊(han)(han)接(jie)前将(jiang)膜(mo)(mo)与膜(mo)(mo)连(lian)接(jie)平(ping)整压实。焊(han)(han)接(jie)过程(cheng)中(zhong),要严格(ge)控(kong)制(zhi)焊(han)(han)缝质(zhi)量(liang),随时(shi)根据(ju)温度(du)变化(hua)调整焊(han)(han)接(jie)温度(du)和(he)焊(han)(han)接(jie)速(su)度(du)。温度(du)一般控(kong)制(zhi)在(zai)(zai)160~180℃,焊(han)(han)接(jie)速(su)度(du)约(yue)30cm/min。焊(han)(han)接(jie)后,反(fan)复检查(cha)焊(han)(han)接(jie)质(zhi)量(liang),主要检查(cha)两个焊(han)(han)缝是(shi)(shi)否(fou)清(qing)晰透(tou)明,是(shi)(shi)否(fou)有(you)气(qi)泡、漏焊(han)(han)、熔点或焊(han)(han)缝跑边等(deng)问题,焊(han)(han)接(jie)不合(he)格(ge)部位应及时(shi)补焊(han)(han)或返工。
(3)土(tu)(tu)(tu)工(gong)膜(mo)(mo)(mo)铺(pu)(pu)设(she)。渠道(dao)(dao)基(ji)(ji)(ji)(ji)槽检(jian)查合格后,应(ying)及(ji)时(shi)(shi)在(zai)基(ji)(ji)(ji)(ji)槽表(biao)面洒水,使基(ji)(ji)(ji)(ji)槽始终保持湿润(run),确(que)保土(tu)(tu)(tu)工(gong)膜(mo)(mo)(mo)材料能(neng)紧密粘贴在(zai)渠道(dao)(dao)基(ji)(ji)(ji)(ji)槽上。纵(zong)向铺(pu)(pu)设(she)时(shi)(shi),从上游(you)到(dao)下游(you)水平铺(pu)(pu)设(she)在(zai)基(ji)(ji)(ji)(ji)槽内。水平铺(pu)(pu)设(she)时(shi)(shi),一端固定(ding)在(zai)预(yu)开挖(wa)的V形槽内,用土(tu)(tu)(tu)壤夯(hang)(hang)实,然后通过渠道(dao)(dao)底部铺(pu)(pu)设(she)到(dao)另(ling)一侧。检(jian)查土(tu)(tu)(tu)工(gong)膜(mo)(mo)(mo)完全铺(pu)(pu)设(she)平稳(wen)后,另(ling)一端固定(ding)在(zai)预(yu)先(xian)铺(pu)(pu)设(she)的V形槽内。铺(pu)(pu)设(she)土(tu)(tu)(tu)工(gong)膜(mo)(mo)(mo)应(ying)与(yu)浇(jiao)筑混凝土(tu)(tu)(tu)同(tong)步,通常(chang)每班(ban)铺(pu)(pu)设(she)100米,从两端到(dao)中间浇(jiao)筑。浇(jiao)筑时(shi)(shi),应(ying)严格防(fang)止振动夯(hang)(hang)实压(ya)力过大或施工(gong)人员其他不当活动造成的土(tu)(tu)(tu)工(gong)膜(mo)(mo)(mo)损坏。下游(you)端应(ying)预(yu)留0.8~1.0m的土(tu)(tu)(tu)工(gong)膜(mo)(mo)(mo)接(jie)头,以便膜(mo)(mo)(mo)材料焊接(jie)。





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