當管(guan)(guan)(guan)底為(wei)巖(yan)石(shi)(shi)、碎石(shi)(shi)或(huo)多石(shi)(shi)地(di)(di)基(ji)(ji)(ji)時,對(dui)金屬管(guan)(guan)(guan)道應(ying)鋪(pu)墊不小(xiao)(xiao)于(yu)100 mm厚的中砂或(huo)粗砂,對(dui)非(fei)金屬管(guan)(guan)(guan)道應(ying)鋪(pu)墊不小(xiao)(xiao)于(yu)150 mm厚的中砂或(huo)粗砂,構成砂基(ji)(ji)(ji)礎(chu)(chu)(chu),再(zai)在(zai)上面(mian)鋪(pu)設管(guan)(guan)(guan)道,如(ru)圖1.3.9(b)所(suo)示(shi)。當管(guan)(guan)(guan)底地(di)(di)基(ji)(ji)(ji)土(tu)(tu)(tu)(tu)質松軟,承載(zai)(zai)力低(di)或(huo)鋪(pu)設大管(guan)(guan)(guan)徑的鋼筋混(hun)(hun)(hun)凝(ning)土(tu)(tu)(tu)(tu)管(guan)(guan)(guan)道時,應(ying)采(cai)用(yong)(yong)(yong)混(hun)(hun)(hun)凝(ning)土(tu)(tu)(tu)(tu)基(ji)(ji)(ji)礎(chu)(chu)(chu)。根(gen)據地(di)(di)基(ji)(ji)(ji)承載(zai)(zai)力的實(shi)(shi)際情況,可采(cai)用(yong)(yong)(yong)強(qiang)度等級不低(di)于(yu)C10的混(hun)(hun)(hun)凝(ning)土(tu)(tu)(tu)(tu)帶形基(ji)(ji)(ji)礎(chu)(chu)(chu),也可采(cai)用(yong)(yong)(yong)混(hun)(hun)(hun)凝(ning)土(tu)(tu)(tu)(tu)枕(zhen)基(ji)(ji)(ji),如(ru)圖1.3.9 (c)所(suo)示(shi)。混(hun)(hun)(hun)凝(ning)土(tu)(tu)(tu)(tu)帶形基(ji)(ji)(ji)礎(chu)(chu)(chu)是(shi)(shi)沿(yan)管(guan)(guan)(guan)道全(quan)長做(zuo)成的基(ji)(ji)(ji)礎(chu)(chu)(chu),而混(hun)(hun)(hun)凝(ning)土(tu)(tu)(tu)(tu)枕(zhen)基(ji)(ji)(ji)是(shi)(shi)只在(zai)管(guan)(guan)(guan)道接(jie)口(kou)處用(yong)(yong)(yong)混(hun)(hun)(hun)凝(ning)土(tu)(tu)(tu)(tu)塊墊起,其(qi)他(ta)地(di)(di)方用(yong)(yong)(yong)中砂或(huo)粗砂填實(shi)(shi)。對(dui)混(hun)(hun)(hun)凝(ning)土(tu)(tu)(tu)(tu)基(ji)(ji)(ji)礎(chu)(chu)(chu),如(ru)管(guan)(guan)(guan)道采(cai)用(yong)(yong)(yong)柔(rou)性接(jie)口(kou),應(ying)每隔(ge)一定(ding)距離在(zai)柔(rou)性接(jie)口(kou)下(xia),留出600~800mm的范(fan)圍不澆筑(zhu)混(hun)(hun)(hun)凝(ning)土(tu)(tu)(tu)(tu),而
PP波(bo)(bo)(bo)(bo)紋(wen)(wen)管 象研究梁的(de)變(bian)形一樣,我們從(cong)純(chun)彎曲(qu)的(de)情(qing)況著手,假設彎曲(qu)狀態下(xia)的(de)金屬(shu)波(bo)(bo)(bo)(bo)紋(wen)(wen)管的(de)軸向剖面上取半(ban)個波(bo)(bo)(bo)(bo)峰寬(kuan)度和半(ban)個波(bo)(bo)(bo)(bo)谷(gu)寬(kuan)度作為(wei)微量,從(cong)其通徑和波(bo)(bo)(bo)(bo)紋(wen)(wen)幾何形狀上去分(fen)析(見圖4-1)。常態下(xia)的(de)全屬(shu)波(bo)(bo)(bo)(bo)紋(wen)(wen)管,AA、BB′、CC'、DD都(dou)是互相平行(xing)的(de)。PE波(bo)(bo)(bo)(bo)紋(wen)(wen)管彎曲(qu)之后,軸心線(xian)EG變(bian)成了撓曲(qu)線(xian)。由(you)于(yu)(yu)撓曲(qu)線(xian)上方的(de)波(bo)(bo)(bo)(bo)谷(gu)的(de)半(ban)圓(yuan)弧所(suo)(suo)受拉應力與(yu)其下(xia)方波(bo)(bo)(bo)(bo)谷(gu)的(de)半(ban)圓(yuan)弧所(suo)(suo)受壓應力相等(deng)(deng),所(suo)(suo)以,BB依(yi)然(ran)平行(xing)于(yu)(yu)AA;由(you)于(yu)(yu)撓曲(qu)線(xian)上方的(de)波(bo)(bo)(bo)(bo)峰的(de)半(ban)圓(yuan)弧所(suo)(suo)受的(de)拉應力與(yu)其下(xia)方波(bo)(bo)(bo)(bo)峰的(de)半(ban)圓(yuan)弧所(suo)(suo)受的(de)壓應力相等(deng)(deng),以,DD'依(yi)然(ran)平行(xing)于(yu)(yu)CC
PP波紋管在(zai)橫(heng)向(xiang)上受到(dao)力的(de)(de)(de)作用之(zhi)后,必(bi)然產生彎曲變(bian)(bian)(bian)形(xing),變(bian)(bian)(bian)形(xing)的(de)(de)(de)主要部(bu)位就(jiu)是(shi)圓環膜(mo)片(pian)。凹(ao)面(mian)向(xiang)心(xin)和(he)(he)凹(ao)面(mian)背(bei)心(xin)的(de)(de)(de)兩個(ge)半(ban)圓弧(hu)從(cong)軸向(xiang)剖(pou)面(mian)圖上來看,它(ta)稱作波峰和(he)(he)波谷)剛性大(da),它(ta)與(yu)圓環膜(mo)片(pian)相比,變(bian)(bian)(bian)形(xing)極小。也就(jiu)是(shi)說(shuo)(shuo),凹(ao)面(mian)向(xiang)心(xin)和(he)(he)凹(ao)面(mian)背(bei)心(xin)的(de)(de)(de)半(ban)圓弧(hu)的(de)(de)(de)小半(ban)徑(jing)以及連接(jie)它(ta)們(men)的(de)(de)(de)圓環膜(mo)片(pian)的(de)(de)(de)內(nei)、外(wai)半(ban)徑(jing)差,這(zhe)(zhe)兩個(ge)參數與(yu)變(bian)(bian)(bian)形(xing)有著直接(jie)的(de)(de)(de)關(guan)系。但由于制(zhi)(zhi)造(zao)工藝上的(de)(de)(de)困難(nan),一定(ding)通徑(jing)的(de)(de)(de)PE波紋管的(de)(de)(de)波紋高度將受到(dao)其(qi)最大(da)值的(de)(de)(de)限制(zhi)(zhi)。這(zhe)(zhe)就(jiu)是(shi)說(shuo)(shuo),波峰和(he)(he)波谷半(ban)圓弧(hu)的(de)(de)(de)小半(ban)徑(jing)及圓環膜(mo)片(pian)的(de)(de)(de)內(nei)、外(wai)半(ban)徑(jing)之(zhi)差這(zhe)(zhe)兩個(ge)值的(de)(de)(de)確定(ding),是(shi)以通徑(jing)大(da)小為基礎(chu)的(de)(de)(de)。從(cong)這(zhe)(zhe)個(ge)意義上來看,通徑(jing)大(da)小是(shi)影響金屬波紋管變(bian)(bian)(bian)形(xing)的(de)(de)(de)主要因素(su)。
PP波(bo)(bo)紋管(guan)(guan)以圓(yuan)(yuan)片(pian)(pian)翹(qiao)曲理論為基(ji)礎確定波(bo)(bo)紋管(guan)(guan)的(de)縱(zong)向(xiang)剛度(du)金屬波(bo)(bo)紋管(guan)(guan)的(de)結構特點說(shuo)明了它在受到軸向(xiang)力的(de)作(zuo)用之后,各(ge)部分(fen)(fen)(fen)很容(rong)易產生彈性變形。PE波(bo)(bo)紋管(guan)(guan)由于波(bo)(bo)峰半圓(yuan)(yuan)弧(hu)和波(bo)(bo)谷半圓(yuan)(yuan)弧(hu)這(zhe)兩部分(fen)(fen)(fen)的(de)相(xiang)對變形遠遠小于圓(yuan)(yuan)環(huan)(huan)膜片(pian)(pian)部分(fen)(fen)(fen)因此(ci),可(ke)以忽略(lve)不計,并把它們視為圓(yuan)(yuan)環(huan)(huan)膜片(pian)(pian)與圓(yuan)(yuan)環(huan)(huan)膜片(pian)(pian)之間的(de)剛性接(jie)點。把波(bo)(bo)紋管(guan)(guan)復雜的(de)受力狀態簡化為圓(yuan)(yuan)環(huan)(huan)膜片(pian)(pian)單一受力的(de)形式(shi)。這(zhe)樣,便可(ke)以用圖片(pian)(pian)翹(qiao)曲理論為基(ji)礎去分(fen)(fen)(fen)析整(zheng)個波(bo)(bo)紋管(guan)(guan)的(de)縱(zong)向(xiang)剛度(du)
PE波紋管(guan)(guan)給水管(guan)(guan)道的基(ji)礎用來防(fang)止(zhi)管(guan)(guan)道不均勻沉陷(xian)造成管(guan)(guan)道破(po)裂或接口損(sun)壞而漏水。般情(qing)況(kuang)下有三種基(ji)礎。當管(guan)(guan)底(di)地基(ji)土層(ceng)承載力較高,地下水位較低時(shi),可(ke)采用天然(ran)地基(ji)作為(wei)PP波紋管(guan)(guan)管(guan)(guan)道基(ji)礎。施工時(shi),將天然(ran)地基(ji)整平(ping),管(guan)(guan)道鋪(pu)(pu)設(she)在未經擾動的原狀土上(shang)即(ji)可(ke),如圖1.3.9(a) 所示。為(wei)安全起(qi)見,可(ke)將天然(ran)地基(ji)夯實(shi)后再鋪(pu)(pu)設(she)管(guan)(guan)道;為(wei)保證管(guan)(guan)道鋪(pu)(pu)設(she)的位置正確(que),可(ke)將槽底(di)做成90°~ 135*的弧形槽。