當(dang)管(guan)(guan)(guan)(guan)底為巖石(shi)、碎石(shi)或(huo)多石(shi)地(di)基(ji)(ji)時,對金屬管(guan)(guan)(guan)(guan)道(dao)(dao)(dao)應鋪墊不(bu)小于(yu)100 mm厚的(de)(de)中(zhong)砂(sha)(sha)或(huo)粗(cu)砂(sha)(sha),對非金屬管(guan)(guan)(guan)(guan)道(dao)(dao)(dao)應鋪墊不(bu)小于(yu)150 mm厚的(de)(de)中(zhong)砂(sha)(sha)或(huo)粗(cu)砂(sha)(sha),構成砂(sha)(sha)基(ji)(ji)礎(chu)(chu),再在上面鋪設(she)管(guan)(guan)(guan)(guan)道(dao)(dao)(dao),如圖1.3.9(b)所(suo)示(shi)(shi)。當(dang)管(guan)(guan)(guan)(guan)底地(di)基(ji)(ji)土質松軟,承載(zai)(zai)力(li)低或(huo)鋪設(she)大管(guan)(guan)(guan)(guan)徑(jing)的(de)(de)鋼筋混(hun)(hun)(hun)凝(ning)土管(guan)(guan)(guan)(guan)道(dao)(dao)(dao)時,應采用(yong)混(hun)(hun)(hun)凝(ning)土基(ji)(ji)礎(chu)(chu)。根據地(di)基(ji)(ji)承載(zai)(zai)力(li)的(de)(de)實際情(qing)況,可(ke)采用(yong)強度(du)等級不(bu)低于(yu)C10的(de)(de)混(hun)(hun)(hun)凝(ning)土帶形(xing)基(ji)(ji)礎(chu)(chu),也可(ke)采用(yong)混(hun)(hun)(hun)凝(ning)土枕基(ji)(ji),如圖1.3.9 (c)所(suo)示(shi)(shi)。混(hun)(hun)(hun)凝(ning)土帶形(xing)基(ji)(ji)礎(chu)(chu)是沿管(guan)(guan)(guan)(guan)道(dao)(dao)(dao)全長做成的(de)(de)基(ji)(ji)礎(chu)(chu),而混(hun)(hun)(hun)凝(ning)土枕基(ji)(ji)是只在管(guan)(guan)(guan)(guan)道(dao)(dao)(dao)接口處(chu)用(yong)混(hun)(hun)(hun)凝(ning)土塊墊起,其他(ta)地(di)方用(yong)中(zhong)砂(sha)(sha)或(huo)粗(cu)砂(sha)(sha)填實。對混(hun)(hun)(hun)凝(ning)土基(ji)(ji)礎(chu)(chu),如管(guan)(guan)(guan)(guan)道(dao)(dao)(dao)采用(yong)柔性(xing)接口,應每隔一定距離在柔性(xing)接口下(xia),留出(chu)600~800mm的(de)(de)范圍(wei)不(bu)澆筑(zhu)混(hun)(hun)(hun)凝(ning)土,而
PP波(bo)(bo)(bo)紋(wen)管(guan) 象研究梁的(de)(de)(de)變(bian)形(xing)一(yi)樣,我(wo)們從純彎(wan)曲(qu)的(de)(de)(de)情況著手,假設彎(wan)曲(qu)狀態(tai)下(xia)的(de)(de)(de)金屬波(bo)(bo)(bo)紋(wen)管(guan)的(de)(de)(de)軸向剖面上取半(ban)個波(bo)(bo)(bo)峰寬度(du)和半(ban)個波(bo)(bo)(bo)谷寬度(du)作為(wei)微量,從其(qi)通徑和波(bo)(bo)(bo)紋(wen)幾何形(xing)狀上去分析(見圖4-1)。常態(tai)下(xia)的(de)(de)(de)全屬波(bo)(bo)(bo)紋(wen)管(guan),AA、BB′、CC'、DD都是互相(xiang)平(ping)行的(de)(de)(de)。PE波(bo)(bo)(bo)紋(wen)管(guan)彎(wan)曲(qu)之后,軸心(xin)線EG變(bian)成了(le)撓(nao)曲(qu)線。由于撓(nao)曲(qu)線上方的(de)(de)(de)波(bo)(bo)(bo)谷的(de)(de)(de)半(ban)圓(yuan)弧所(suo)(suo)受拉應(ying)(ying)(ying)力(li)與(yu)其(qi)下(xia)方波(bo)(bo)(bo)谷的(de)(de)(de)半(ban)圓(yuan)弧所(suo)(suo)受壓(ya)應(ying)(ying)(ying)力(li)相(xiang)等(deng),所(suo)(suo)以,BB依然(ran)平(ping)行于AA;由于撓(nao)曲(qu)線上方的(de)(de)(de)波(bo)(bo)(bo)峰的(de)(de)(de)半(ban)圓(yuan)弧所(suo)(suo)受的(de)(de)(de)拉應(ying)(ying)(ying)力(li)與(yu)其(qi)下(xia)方波(bo)(bo)(bo)峰的(de)(de)(de)半(ban)圓(yuan)弧所(suo)(suo)受的(de)(de)(de)壓(ya)應(ying)(ying)(ying)力(li)相(xiang)等(deng),以,DD'依然(ran)平(ping)行于CC
PP波(bo)(bo)紋管(guan)在橫向(xiang)上(shang)受(shou)(shou)到(dao)力的(de)(de)(de)(de)(de)作用之后,必然產生彎曲(qu)變形(xing),變形(xing)的(de)(de)(de)(de)(de)主要(yao)部位(wei)就是圓(yuan)環膜(mo)片(pian)。凹面向(xiang)心和凹面背(bei)心的(de)(de)(de)(de)(de)兩個半(ban)(ban)圓(yuan)弧(hu)從軸向(xiang)剖面圖(tu)上(shang)來看(kan),它(ta)稱作波(bo)(bo)峰和波(bo)(bo)谷(gu))剛性大(da)(da),它(ta)與圓(yuan)環膜(mo)片(pian)相(xiang)比(bi),變形(xing)極小。也就是說(shuo),凹面向(xiang)心和凹面背(bei)心的(de)(de)(de)(de)(de)半(ban)(ban)圓(yuan)弧(hu)的(de)(de)(de)(de)(de)小半(ban)(ban)徑(jing)(jing)(jing)以及連(lian)接它(ta)們(men)的(de)(de)(de)(de)(de)圓(yuan)環膜(mo)片(pian)的(de)(de)(de)(de)(de)內、外半(ban)(ban)徑(jing)(jing)(jing)差,這兩個參(can)數(shu)與變形(xing)有著(zhu)直接的(de)(de)(de)(de)(de)關系。但由于制造工藝(yi)上(shang)的(de)(de)(de)(de)(de)困難(nan),一(yi)定通(tong)徑(jing)(jing)(jing)的(de)(de)(de)(de)(de)PE波(bo)(bo)紋管(guan)的(de)(de)(de)(de)(de)波(bo)(bo)紋高度將受(shou)(shou)到(dao)其最大(da)(da)值的(de)(de)(de)(de)(de)限(xian)制。這就是說(shuo),波(bo)(bo)峰和波(bo)(bo)谷(gu)半(ban)(ban)圓(yuan)弧(hu)的(de)(de)(de)(de)(de)小半(ban)(ban)徑(jing)(jing)(jing)及圓(yuan)環膜(mo)片(pian)的(de)(de)(de)(de)(de)內、外半(ban)(ban)徑(jing)(jing)(jing)之差這兩個值的(de)(de)(de)(de)(de)確定,是以通(tong)徑(jing)(jing)(jing)大(da)(da)小為基礎的(de)(de)(de)(de)(de)。從這個意義上(shang)來看(kan),通(tong)徑(jing)(jing)(jing)大(da)(da)小是影(ying)響金屬波(bo)(bo)紋管(guan)變形(xing)的(de)(de)(de)(de)(de)主要(yao)因素。
PP波(bo)(bo)紋管(guan)以(yi)圓(yuan)片(pian)(pian)(pian)翹(qiao)(qiao)曲(qu)理論為(wei)(wei)基(ji)(ji)礎(chu)確定波(bo)(bo)紋管(guan)的(de)(de)縱向剛度金屬(shu)波(bo)(bo)紋管(guan)的(de)(de)結構特點(dian)說明(ming)了它在受到軸向力(li)的(de)(de)作用(yong)之后,各(ge)部(bu)分(fen)很容(rong)易產生彈性變形。PE波(bo)(bo)紋管(guan)由于波(bo)(bo)峰半圓(yuan)弧和(he)波(bo)(bo)谷半圓(yuan)弧這兩部(bu)分(fen)的(de)(de)相對變形遠遠小于圓(yuan)環膜(mo)片(pian)(pian)(pian)部(bu)分(fen)因此,可以(yi)忽(hu)略(lve)不計,并把(ba)(ba)它們視為(wei)(wei)圓(yuan)環膜(mo)片(pian)(pian)(pian)與圓(yuan)環膜(mo)片(pian)(pian)(pian)之間的(de)(de)剛性接點(dian)。把(ba)(ba)波(bo)(bo)紋管(guan)復雜的(de)(de)受力(li)狀態(tai)簡化為(wei)(wei)圓(yuan)環膜(mo)片(pian)(pian)(pian)單一受力(li)的(de)(de)形式。這樣(yang),便可以(yi)用(yong)圖片(pian)(pian)(pian)翹(qiao)(qiao)曲(qu)理論為(wei)(wei)基(ji)(ji)礎(chu)去分(fen)析整(zheng)個(ge)波(bo)(bo)紋管(guan)的(de)(de)縱向剛度
PE波紋管(guan)(guan)給(gei)水管(guan)(guan)道(dao)的(de)基礎(chu)用(yong)來防止管(guan)(guan)道(dao)不均勻沉陷造成管(guan)(guan)道(dao)破裂(lie)或接口損壞而漏水。般情(qing)況下(xia)(xia)有三種(zhong)基礎(chu)。當管(guan)(guan)底地(di)基土層承載力較(jiao)高,地(di)下(xia)(xia)水位較(jiao)低(di)時,可(ke)采用(yong)天(tian)然(ran)地(di)基作為PP波紋管(guan)(guan)管(guan)(guan)道(dao)基礎(chu)。施工(gong)時,將(jiang)天(tian)然(ran)地(di)基整平,管(guan)(guan)道(dao)鋪設在未經擾動的(de)原狀(zhuang)土上即可(ke),如(ru)圖1.3.9(a) 所示(shi)。為安全起見(jian),可(ke)將(jiang)天(tian)然(ran)地(di)基夯實(shi)后(hou)再鋪設管(guan)(guan)道(dao);為保證管(guan)(guan)道(dao)鋪設的(de)位置正確(que),可(ke)將(jiang)槽底做成90°~ 135*的(de)弧形槽。