預(yù)覽

交叉口工程量計算表.xls

資源ID：850706 資源大小：36.50KB 全文頁數(shù)：2頁
資源格式： XLS 下載積分： 10金幣

下載報告請您先登錄！

驗證碼下載

賬號登錄下載

微信登錄下載

微信掃一掃登錄

下載資源需要10金幣

郵箱/手機(jī)：
驗證碼：	獲取驗證碼
溫馨提示：	提交成功后，系統(tǒng)會自動生成賬號（用戶名為郵箱或者手機(jī)號，密碼是驗證碼），方便下次登錄下載和查詢訂單；
支付說明：	本站最低充值99金幣，下載本資源后余額將會存入您的賬戶，您可在我的個人中心查看。
驗證碼：	換一換

加入VIP，免費下載

賬號：
密碼：
驗證碼：	換一換
當(dāng)日自動登錄忘記密碼？

友情提示

1、下載資料失敗解決辦法

2、PDF文件下載后，可能會被瀏覽器默認(rèn)打開，此種情況可以點擊瀏覽器菜單，保存網(wǎng)頁到桌面，就可以正常下載了。

3、本站不支持迅雷下載，請使用電腦自帶的IE瀏覽器，或者360瀏覽器、谷歌瀏覽器下載即可。

4、本站資源下載后的文檔和圖紙-無水印,預(yù)覽文檔經(jīng)過壓縮，下載后原文更清晰。

5、試題試卷類文檔，如果標(biāo)題沒有明確說明有答案則都視為沒有答案，請知曉。

交叉口工程量計算表.xls

1、交交叉叉設(shè)設(shè)置置及及工工程程數(shù)數(shù)量量一一覽覽表表沁陽紫陵至焦鞏黃河公路大橋施工設(shè)計序號中心樁號被交叉公路鐵路等級路面類型交叉形式交角（度）工程及設(shè) 備數(shù) 量邊溝涵尺寸（米）土方（m3)石灰土（m2）二灰土（m2）瀝青表處（m2）水泥穩(wěn)定碎石（m2）粗粒式瀝青混凝土（m2)中粒式瀝青混凝土（m2)路緣石（m3)側(cè)緣石（m3)占地（m2)1K0+000二級路瀝青砼路面渠化交通島116211328.121849.741849.741849.743.951849.742K0+743縣鄉(xiāng)道瀝青砼路面加鋪轉(zhuǎn)角13012484.30829.35934.33919.34-0.19820.853K2

2、+370縣鄉(xiāng)道土路加鋪轉(zhuǎn)角9022379.39856.99996.97976.97-0.23107.064K3+564機(jī)耕路土路加鋪轉(zhuǎn)角956399.80469.50525.49517.491.53125.535K4+104機(jī)耕路土路加鋪轉(zhuǎn)角958794.17841.46925.45913.451.21125.536K5+216機(jī)耕路土路加鋪轉(zhuǎn)角50101277.011173.811257.801245.80-0.37657.867K5+665縣鄉(xiāng)道瀝青砼路面加鋪轉(zhuǎn)角908788.71932.811016.801004.802.24310.478K6+196縣鄉(xiāng)道瀝青砼路面環(huán)形交叉121285

3、5.89709.431024.40979.40-4.200.009K7+306.5縣鄉(xiāng)道瀝青砼路面加鋪轉(zhuǎn)角12091032.171138.161222.151210.151.18571.4110K7+627機(jī)耕路瀝青砼路面加鋪轉(zhuǎn)角1007389.81506.48576.47566.471.14119.8511K7+740縣鄉(xiāng)道瀝青砼路面加鋪轉(zhuǎn)角908147.47342.22384.21378.211.12155.2412K8+480.5機(jī)耕路瀝青砼路面加鋪轉(zhuǎn)角907398.33454.30524.29514.291.39123.3313K8+650村內(nèi)路水泥砼路面加鋪轉(zhuǎn)角908302.7339

4、0.59432.59426.590.4342.8214K8+736村內(nèi)路水泥砼路面加鋪轉(zhuǎn)角90863.00204.41246.40240.400.4342.8215K10+964村內(nèi)路水泥砼路面加鋪轉(zhuǎn)角90875.49200.81242.80236.800.4342.8216K11+200村內(nèi)路水泥砼路面加鋪轉(zhuǎn)角908566.74518.58560.57554.570.4342.8217K11+744二級路水泥砼路面環(huán)形交叉812412.01481.02788.99744.99-3.560.0018K12+935縣鄉(xiāng)道瀝青砼路面加鋪轉(zhuǎn)角909143.76238.06287.06280.061.

5、04155.2419K13+296縣鄉(xiāng)道水泥砼路面加鋪轉(zhuǎn)角609389.38767.39851.38839.391.18571.4120K13+800機(jī)耕路水泥砼路面加鋪轉(zhuǎn)角707202.51361.78431.78421.780.93152.4721K14+046村內(nèi)路水泥砼路面加鋪轉(zhuǎn)角13011419.05998.961096.951082.95-0.58657.8622K14+131.5機(jī)耕路瀝青砼路面加鋪轉(zhuǎn)角507453.19389.06417.05413.050.02328.9323K14+847機(jī)耕路瀝青砼路面加鋪轉(zhuǎn)角608172.07354.26389.25384.250.362

6、25.1024252627282930合計10275.1115009.1516982.9516700.989.880.007229.19編制：復(fù)核：審核：總頁次第 1 頁共 4 頁備注被交道原路面填土高度（M）轉(zhuǎn)角部分平均填土高度（M）轉(zhuǎn)角半徑R1轉(zhuǎn)角部分面積A1轉(zhuǎn)角半徑R2轉(zhuǎn)角部分面積A2總轉(zhuǎn)角面積2*A1+2*A2交叉類型被交道路面寬度土方占地石灰土（m2）水泥穩(wěn)定碎石（m2）瀝青表處（m2）路緣石（m3)邊溝涵尺寸（米）焦克路10 1.128100660.2145 1189.533699.49217 1849.7441328.121849.741849.741849.743.9520.

7、91紫陵濟(jì)源20.2271156.6820403.74820.8517.5820.846484.30829.35919.34934.33-0.1911.79通往王村31.3351.292085.651021.41214.12220107.06379.39856.99976.97996.97-0.2322.00沁伏路 41.5 2.3331225.071237.69125.5314 125.5333399.80469.50517.49525.491.536.02葛村大潘村52 2.7091225.071237.69125.5316 125.5333794.17841.46913.45925.45

8、1.218.02葛村小潘村61.51.9918327.0381.90657.8616 657.85941277.011173.811245.801257.80-0.379.83葛村南西村71.766 1.76625133.831021.41310.4716310.474788.71932.811004.801016.802.248.00在郜莊鎮(zhèn)內(nèi)80.6831.050.000.000.00122.5055.89709.43979.401024.40-4.2028.25新濟(jì)路91.627 1.6981512.0220273.68571.4116 571.41231032.171138.16121

9、0.151222.151.188.93從義柏香101.37 2.3811014.051245.87119.8515 119.8514389.81506.48566.47576.471.147.08從義柏香111.145 1.0121021.4125133.83310.4726155.237147.47342.22378.21384.211.128.00從義柏香121.2032.791230.831230.83123.3315 123.3331398.33454.30514.29524.291.397.00從義柏香131.949 1.9491021.411021.4185.652642.8243

10、02.73390.59426.59432.590.438.00141.018 1.0181021.411021.4185.652642.82463.00204.41240.40246.400.438.00 1511.361021.411021.4185.652642.82475.49200.81236.80242.800.438.00162.589 2.5581021.411021.4185.652642.824566.74518.58554.57560.570.438.00170.5382.050.000.000.00122012.01481.02744.99788.99-3.5624.27

11、180.565 1.3181021.4125133.83310.4727155.237143.76238.06280.06287.061.049.00190.7 1.06220273.681512.02571.4116 571.4123389.38767.39839.39851.381.188.93200.838 1.5381267.34108.90152.4715 152.4704202.51361.78421.78431.780.937.32洛常路 210.941 0.94781.9018327.03657.8617 657.8594419.05998.961082.951096.95-0.5811.14220.661 1.77518327.0381.90657.8624 328.9297453.19389.06413.05417.050.027.22230.985 1.05218221.6883.42450.2125 225.1038172.07354.26384.25389.250.367.772425新孟路

午啪啪夜福利无码亚洲,亚洲欧美suv精品,欧洲尺码日本尺码专线美国,老狼影院成年女人大片

交叉口工程量計算表.xls

交叉口工程量計算表.xls