.目錄TOC\o"1-3"緒論 1第一章編制說明 在角點16—17線上x=SKIPIF1<0=SKIPIF1<0=42.754mx′=50-42.754=7.246m在角點11—17線上x=SKIPIF1<0=SKIPIF1<0=43.197mx′=50-43.197=6.803m在角點17—18線上x=SKIPIF1<0=SKIPIF1<0=10.417mx′=50-10.417=39.583m將相鄰邊線上的“零點”相連，即為零線。4.方格網(wǎng)土方工程量計算(1)全填或全挖方格：SKIPIF1<0=SKIPIF1<0(2.1+2.4+12.25+5.65)=SKIPIF1<0×22.4=14000m3SKIPIF1<0=SKIPIF1<0(12.25+5.65+12.4+7.4)=SKIPIF1<0×37.7=23562.5m3SKIPIF1<0=SKIPIF1<0(5.7+8.2+3.75+8.05)=SKIPIF1<0×25.7=16062.5m3SKIPIF1<0=SKIPIF1<0(8.05+3.75+3.5+5.9)=SKIPIF1<0×21.2=13250m3(2)兩挖兩填方格：計算采用一下公式進(jìn)行：挖方部分土方量：SKIPIF1<0=SKIPIF1<0SKIPIF1<0填方部分土方量：SKIPIF1<0=SKIPIF1<0SKIPIF1<0由上式計算得：SKIPIF1<0=SKIPIF1<0SKIPIF1<0=SKIPIF1<0SKIPIF1<0=SKIPIF1<0(0.71+3.4)=2568.75m3(-)SKIPIF1<0=SKIPIF1<0SKIPIF1<0=SKIPIF1<0SKIPIF1<0=SKIPIF1<0(4.0+1.5)=3437.5m3(+)SKIPIF1<0=SKIPIF1<0SKIPIF1<0=SKIPIF1<0(3.4+5.0)=5250m3(-)SKIPIF1<0=SKIPIF1<0SKIPIF1<0=SKIPIF1<0(1.5+1.1)=1625m3(+)(3)三填一挖或三挖一填方格：計算可采用以下公式進(jìn)行：一個角點部分的土方量：SKIPIF1<0=SKIPIF1<0·SKIPIF1<0三個角點部分的土方量：SKIPIF1<0=SKIPIF1<0（SKIPIF1<0）+SKIPIF1<0由以上公式計算得：SKIPIF1<0=SKIPIF1<0·SKIPIF1<0=SKIPIF1<0·SKIPIF1<0=SKIPIF1<0·SKIPIF1<0=88.6m3(-)SKIPIF1<0=SKIPIF1<0(SKIPIF1<0)+SKIPIF1<0=SKIPIF1<0·(2×8.2+8.05+2×6.35-6.2)+88.6=12983.8m3(+)SKIPIF1<0=SKIPIF1<0SKIPIF1<0=SKIPIF1<0·SKIPIF1<0=118.5m3(+)SKIPIF1<0=SKIPIF1<0(2×6.2+17.7+2×4.95-6.35)+118.5=SKIPIF1<0×33.65+118.5=14139.3m3(-)對方格2—5，由于角點12、17均為三角形挖方，為計算精確，采用方格正四等分進(jìn)行計算，新方格有關(guān)角點施工高度，采用內(nèi)插值，見圖所示。SKIPIF1<0=SKIPIF1<0(6.35+0.7+2.68+1.05)=SKIPIF1<0×10.78=1684.4m3(+)SKIPIF1<0=SKIPIF1<0=11.79m3(-)SKIPIF1<0SKIPIF1<0=SKIPIF1<0=604.97m3(+)SKIPIF1<0=SKIPIF1<0=0.8294m3(-)SKIPIF1<0SKIPIF1<0=SKIPIF1<0SKIPIF1<0=775.89m3(+)SKIPIF1<0=SKIPIF1<0(3.1+22.4)(0.7+1.05)=139.45m3(+)SKIPIF1<0=SKIPIF1<0(21.9+2.6)(4.95+0.58)=423.39m3(+)將計算結(jié)果匯總得SKIPIF1<0=14000+23562.5+2254+5211.84+553.9+12373.97+8.2+11.79+4.66+423.39=58404m3SKIPIF1<0=16062.5+1325.+3260.25+1635.78+10088.6+10050.6+752.4+1684.4+604.97+751.14+139.45=58280m可見場地范圍內(nèi)填方與挖方的土方量基本相等。5．方格網(wǎng)邊坡土方量的計算路塹邊坡為1﹕1，路堤邊坡為11﹕75。V=1\*GB3①=SKIPIF1<0=SKIPIF1<064.815=47.6m3(-)V=2\*GB3②=SKIPIF1<0=SKIPIF1<085.185=1671m3(+)V=3\*GB3③=SKIPIF1<0=SKIPIF1<0=3954m3(-)同理求出所有個邊坡的填方量和挖方量。SKIPIF1<0=14926m3SKIPIF1<0=3550m38.基地廣場總土方量為：SKIPIF1<0=58404+14926=73330m3SKIPIF1<0=58280+3550=61830m3第七章保證工期的主要措施1.組織措施建立強(qiáng)有力的高效運(yùn)轉(zhuǎn)指揮系統(tǒng)，統(tǒng)籌安排機(jī)械設(shè)備、材料供應(yīng)、勞力調(diào)配、組織施工生產(chǎn)，掌握形象進(jìn)度，發(fā)現(xiàn)問題，及時處理；建立工期領(lǐng)導(dǎo)負(fù)責(zé)制和工期保證體系。明確階段性工期目標(biāo)，組織階段性施工生產(chǎn)高潮，緊張有序、均衡、持續(xù)、穩(wěn)定地展開施工，確保工期兌現(xiàn)。組織專門的征遷工作班子，積極協(xié)助建設(shè)單位完成施工界內(nèi)征遷工作，為早日順利開工創(chuàng)造條件。2.雨季和冬季、農(nóng)忙季節(jié)施工安排與措施⑴雨季施工安排及措施路基施工，盡量安排在晴天或枯水季節(jié)。做好路基兩側(cè)排水溝的維護(hù)、疏通工作，確保路基不受浸泡。作好充分的材料儲備工作，以防雨季料源短缺造成停工。成立施工便道維修小組，確保施工道路暢通。做好防洪防汛工作，備好防汛物資、機(jī)具，組織好勞力，確保安全渡汛，保證工程不間斷施工。⑵冬季施工安排與措施制定路基工程低溫期施工專項技術(shù)措施，保證冬季工程不間斷施工。⑶農(nóng)忙季節(jié)施工安排農(nóng)忙季節(jié)是農(nóng)村用電的高峰季節(jié)，正常的施工用電將受到影響，針對這一情況，施工中配備足夠的發(fā)電機(jī)以保證施工的正常進(jìn)行。做好運(yùn)輸車輛調(diào)度，農(nóng)忙季節(jié)安排好車輛運(yùn)輸時間，避免堵塞交通。根據(jù)需要及時補(bǔ)充勞務(wù)工，滿足