




版權說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權,請進行舉報或認領
文檔簡介
《亭子建筑項目》工程量清單表,,,,,,,,,,
,,,,亭子平面尺寸表,,,,,,
,工程名稱:亭子建筑工程,,,,,,單位:m,,,
,亭子平面尺寸,平面邊數(shù),檐柱間距,檐柱直徑,臺明進深,檐金步距,面積系數(shù),金脊步距,,
,,8.00,2.40,0.29,0.80,0.9600,4.8284,1.9371,,
,,中心角度(°),金柱間距,柱外邊寬,臺明邊寬,檐脊半徑,金脊半徑,檐脊進深,,
,,45.00,1.6047,2.5110,3.0627,3.1358,2.0967,2.8971,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-9,,,亭子石構件尺寸表,,,,,,
,工程名稱:亭子建筑工程,,,,,,,,單位:m,
,構件名稱,長度,徑寬,高厚,個數(shù),構件名稱,長度,徑寬,高厚,個數(shù)
,柱頂石,0.58,0.58,0.29,8,踏跺,1.90,0.30,0.12,8
,檻墊石,2.64,0.58,0.19,8,象眼石,1.35,0.48,0.12,4
,階條石,3.06,0.51,0.19,8,燕窩石,3.10,0.30,0.12,2
,陡板石,3.06,0.41,0.12,6,海墁石,3.10,0.30,0.12,2
,土襯石,2.47,0.30,0.12,6,垂帶石,1.48,0.50,0.12,4
,平頭土襯,1.20,0.30,0.12,4,,,,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-7,,,亭子臺明基礎尺寸表,,,,,,
,工程名稱:亭子建筑工程,,,,,,,,單位:m,
,墻基礎截面尺寸,,,挖地槽截面尺寸,,,磉墩截面尺寸,,,
,寬度,高度,中線長,寬度,高度,中線長,長度,寬度,高度,個數(shù)
,0.39,0.61,2.8018,0.51,0.20,2.8515,0.68,0.68,0.61,8.00
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-5,,,亭子舉高步距尺寸表,,,,,,
,工程名稱:亭子建筑工程,,,,,,,單位:m,,
,木構架步距舉高尺寸(m),脊頂步距,上檐步距,下檐步距,檐椽平出,脊步舉架,飛椽舉架,0.65舉斜率,屋檐層數(shù),
,,0.980,0.960,0.960,0.700,0.65,0.35,1.1927,2,
,,脊步舉高,上檐舉高,下檐舉高,飛椽平出,檐步舉架,0.35舉斜率,0.5舉斜率,,
,,0.637,0.480,0.480,0.400,0.50,1.0595,1.1180,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-5,,亭子木構件尺寸表,,,,,,,
,工程名稱:亭子建筑工程,,,,單位:m,,,,,
,編號,構件名稱,長度,徑寬,高厚,個數(shù),,,,
,,木柱類,,,,,,,,
,1,檐柱,3.66,0.29,φ,8,,,,
,2,童柱,1.66,0.28,φ,8,,,,
,3,雷公柱,2.35,0.32,φ,1,,,,
,,梁類,長度,徑寬,高厚,個數(shù),,,,
,13,下順梁,4.32,0.32,0.38,2,,,,
,16,上順梁,3.52,0.25,0.27,2,,,,
,12,下扒梁,3.88,0.34,0.38,2,,,,
,15,上扒梁,1.96,0.30,0.32,2,,,,
,14,下抹角梁,1.60,0.19,0.28,4,,,,
,17,上抹角梁,0.81,0.13,0.19,4,,,,
,18,下老角梁,2.11,0.18,0.27,8,,,,
,20,上老角梁,2.25,0.18,0.27,8,,,,
,19,下仔角梁,2.34,0.18,0.27,8,,,,
,21,上仔角梁,2.34,0.18,0.27,8,,,,
,22,由戧,1.41,0.18,0.27,8,,,,
,,枋檁類,長度,徑寬,高厚,個數(shù),,,,
,7,下檐枋,3.27,0.22,0.29,8,,,,
,8,上檐枋,2.47,0.22,0.29,8,,,,
,9,上金枋,1.56,0.13,0.22,8,,,,
,10,上金墊板,0.81,0.04,0.17,8,,,,
,24,承椽枋,1.6047,0.21,0.28,8,,,,
,23,圍脊枋,1.60,0.15,0.25,8,,,,
,34,圍脊板,1.6047,0.04,0.24,8,,,,
,37,下坐斗枋,3.27,0.22,0.10,8,,,,
,,上坐斗枋,2.47,0.22,0.10,8,,,,
,4,下檐檁,3.24,0.28,φ,8,,,,
,5,上檐檁,2.41,0.27,φ,8,,,,
,6,上金檁,1.56,0.25,φ,8,,,,
,38,下檐檁板,2.40,0.065,0.11,8,,,,
,,上檐檁板,1.6047,0.065,0.11,8,,,,
,11,花梁頭,0.98,0.28,0.27,16,,,,
,,椽望類,長度,徑寬,高厚,個數(shù),,,,
,25,直椽,1.86,0.09,φ,112,,,,
,27,腦椽,1.17,0.09,φ,40,,,,
,26,翼角椽,1.86,0.09,φ,144,,,,
,28,飛椽,1.54,0.09,0.09,112,,,,
,29,翹飛椽,,0.09,0.09,16,,,,
,30,大連檐,,0.10,0.09,,,,,
,31,小連檐,,0.05,0.025,,,,,
,32,閘檔板,,0.10,0.18,,,,,
,33,瓦口,,0.03,0.14,,,,,
,35,望板,,,0.018,,,,,
,36,下檐斗拱,一斗三升,60斗口,,,32,,,,
,,上檐斗拱,一斗二升麻葉,60斗口,,,24,,,,
,,裝修類,長度,徑寬,寬厚,個數(shù),,,,
,39,圍脊楣子,1.3247,0.50,0.08,8,,,,
,40,吊掛楣子,2.11,0.40,,8,,,,
,41,坐凳板,2.40,0.32,0.05,6,,,,
,42,坐凳楣子,2.11,0.35,,6,,,,
,43,花牙子,0.40,0.02,0.16,16,,,,
,,寶頂,,,1.20,,,,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-4,,正多邊亭平整場地工程量計算表,,,,,,,
,工程名稱:亭子建筑工程,,,,,,,,,
,項目編碼,項目名稱,,單位,工程量,柱外邊寬,加2m邊寬,面積系數(shù),,
,A.1.1,土方工程,,,,,,,,
,010101001001,平整場地,,m2,,,,,,
,,清單量,,m2,30.44,2.5110,,4.8284,,
,,計價量,,m2,83.87,,4.1678,,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-7,,挖基礎土方工程量計算表,,,,,,,
,工程名稱:亭子建筑工程,,,,,,,,,
,項目編碼,項目名稱,單位,工程量,計算基數(shù)(m),,,,,
,A.1.1,土方工程,,,寬度,高度,中線長,平面邊數(shù),,
,010101002001,挖基礎土方,m3,3.07,,,,,,
,,挖地槽,m3,2.33,0.51,0.20,2.851492783,8.00,,
,,挖地坑,m3,0.74,0.68,0.20,0.68,8.00,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-6,,磚砌基礎工程量計算表,,,,,,,
,工程名稱:亭子建筑工程,,,,,,,,,
,項目編碼,項目名稱,單位,工程量,計算基數(shù),,,,,
,A.3.1,砌筑工程,m3,,寬度,高度,中線長,平面邊數(shù),,
,010301001001,磚欄土墻,m3,5.33,0.39,0.61,2.80,8,,
,010301001002,磚磉墩,m3,2.26,0.68,0.61,0.68,8,,
,,,,0.00,0.00,0.00,1.00,1,,
,,,,0.00,0.00,0.00,1.00,1,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-12,,石作項目工程量計算表,,,,,,,
,工程名稱:亭子建筑工程,,,,,,,,,
,項目編碼,項目名稱,單位,工程量,計算基數(shù),,,,,
,A.3.5,石作工程,,,長度,徑寬,高厚,個數(shù),,
,010305001001,土襯石,m3,0.53,2.47,0.30,0.12,6,,
,010305002001,陡板石,m3,0.90,3.06,0.41,0.12,6,,
,010305008001,平頭土襯,m3,0.17,1.20,0.30,0.12,4,,
,010305008002,踏跺,m2,4.56,1.90,0.30,,8,,
,010305008003,燕窩石,m2,1.86,3.10,0.30,,2,,
,010305008004,海墁石,m2,1.86,3.10,0.30,,2,,
,010305008005,垂帶石,m2,2.96,1.48,0.50,,4,,
,010305008006,象眼石,m3,0.16,1.35,0.48,0.12,4,,
,020102001001,階條石,m3,2.37,3.06,0.51,0.19,8,,
,020102001002,檻墊石,m3,2.33,2.64,0.58,0.19,8,,
,020102001003,柱頂石,m3,0.61,0.58,,0.29,8,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-14,,木作項目工程量計算表,,,,,,,
,工程名稱:亭子建筑工程,,,,,,,,,
,項目編碼,項目名稱,,單位,工程量,計算基數(shù)(單位:m),,,,
,A.5.3,木作工程,,,,長度,徑寬,高厚,個數(shù),
,010503001001,木柱類,,m3,3.445,,,,,
,010503001002,檐柱,,m3,2.329,3.66,29.00,φ(mm),8,
,010503001003,童柱,,m3,0.902,1.66,28.00,φ(mm),8,
,010503001004,雷公柱,,m3,0.214,2.35,32.00,φ(mm),1,
,,梁類,,m3,0.00,,,,,
,010503002001,順梁,下順梁,m3,1.051,4.32,0.32,0.38,2,
,,,上順梁,m3,0.475,3.52,0.25,0.27,2,
,010503002002,扒梁,下扒梁,m3,1.003,3.88,0.34,0.38,2,
,,,上扒梁,m3,0.376,1.96,0.30,0.32,2,
,010503002003,抹角梁,下抹角梁,m3,0.340,1.60,0.19,0.28,4,
,,,上抹角梁,m3,0.080,0.81,0.13,0.19,4,
,010503002004,老角梁,下老角梁,m3,0.820,2.11,0.18,0.27,8,
,,,上老角梁,m3,0.875,2.25,0.18,0.27,8,
,010503002005,仔角梁,下仔角梁,m3,0.910,2.34,0.18,0.27,8,
,,,上仔角梁,m3,0.910,2.34,0.18,0.27,8,
,010503002006,由戧,,m3,0.548,1.41,0.18,0.27,8,
,010503002007,檐枋,下檐枋,m3,1.669,3.27,0.22,0.29,8,
,,,上檐枋,m3,1.261,2.47,0.22,0.29,8,
,010503002008,上金枋,,m3,0.357,1.56,0.13,0.22,8,
,010503002009,上金墊板,,m3,0.044,0.81,0.04,0.17,8,
,010503002010,承椽枋,,m3,0.753,1.60,0.21,0.28,8,
,010503002011,圍脊枋,,m3,0.480,1.60,0.15,0.25,8,
,010503002012,圍脊板,,m3,0.123,1.60,0.04,0.24,8,
,010503002013,坐斗枋,下坐斗枋,m3,0.576,3.27,0.22,0.10,8,
,,,上坐斗枋,m3,0.435,2.47,0.22,0.10,8,
,010503002014,檐檁,下檐檁,m3,1.596,3.24,0.28,φ,8,
,,,上檐檁,m3,1.104,2.41,0.27,φ,8,
,010503002015,上金檁,,m3,0.613,1.56,0.25,φ,8,
,010503002016,檐檁墊板,下檐檁板,m3,0.137,2.40,0.07,0.11,8,
,,,上檐檁板,m3,0.092,1.60,0.07,0.11,8,
,010503002017,花梁頭,,m3,1.185,0.98,0.28,0.27,16,
,,椽望類,,,,,,,,
,010503004001,直椽,下層檐椽,m,133.92,1.86,,,72,
,,,上層檐椽,m,74.40,1.86,,,40,
,,,腦椽,m,46.80,1.17,,,40,
,010503004002,翼角椽,,m,267.84,1.86,,,144,
,010503004003,飛椽,,根,112.00,,,,112,
,010503004004,翹飛椽,,攢,16.00,,,,16,
,010503004005,大連檐,下層,m,31.76,3.97,,,8,
,,,上層,m,24.24,3.03,,,8,
,010503004006,小連檐,上層,m,21.20,2.65,,,8,
,,,下層,m,28.80,3.60,,,8,
,010503004007,,閘檔板,m,50.00,,,,,
,010503004008,,瓦口,m,56.00,,,,,
,010503004009,望板,上層屋面,m2,30.32,2.51,,3.02,8,
,,,下層屋面,m2,38.99,3.39,1.86,1.86,8,
,,,下層壓飛,m2,38.33,3.75,2.47,1.54,8,
,,,上層壓飛,m2,27.36,2.86,1.58,1.54,8,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-15,,斗拱項目工程量計算表,,,,,,,
,工程名稱:亭子建筑工程,,,,,,,,,
,項目編碼,項目名稱,,,單位,工程量,計算基數(shù),,,
,,,,,,,每間攢數(shù),間數(shù),,
,A.5.3,斗拱項目,,,,,,,,
,010503004010,下檐平身科,一斗三升,,攢(座),24,3,8,,
,010503004011,下檐角科,一斗三升,,攢(座),8,1,8,,
,010503004012,上檐平身科,一斗二升麻葉,,攢(座),16,2,8,,
,010503004013,上檐角科,一斗二升麻葉,,攢(座),8,1,8,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-20,,木裝修項目工程量計算表,,,,,,,
,工程名稱:亭子建筑工程,,,,,,,,,
,項目編碼,項目名稱,單位,工程量,計算基數(shù),,,,,
,B.4B.5,木裝修工程,,,長度m,高(寬)m,邊框?qū)抦,個數(shù),,
,020405008001,圍脊楣子,m2,5.30,1.32,0.50,0.08,8,,
,,圍脊楣子心屜,m2,3.17,1.16,0.34,,8,,
,010503004001,吊掛楣子,m2,6.75,2.11,0.40,,8,,
,010503004002,坐凳楣子,m2,4.43,2.11,0.35,,6,,
,,坐凳板,m2,4.61,2.40,0.32,,6,,
,010503004003,花牙子,塊,16,,,,16,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-13,,屋面項目工程量計算表,,,,,,,
,工程名稱:八方重檐亭工程,,,,,,,,,
,項目編碼,項目名稱,單位,工程量,計算基數(shù),,,,,
,A.7,屋面工程,,,長度m,高寬m,個數(shù),,,
,010701001001,琉璃瓦屋面,m2,69.31,,,,,,
,,瓦檐頭附件,m,56.00,,,,,,
,,垂脊獸后長,m,20.33,2.54,,8,,,
,,垂脊獸前長,m,6.54,0.82,,8,,,
,,垂脊附件,條,8.00,,,,,,
,,角脊獸后長,m,10.06,1.26,,8,,,
,,角脊獸前長,m,6.85,0.86,,8,,,
,,角脊附件,條,8.00,,合角吻長,,,,
,,圍脊長,m,11.04,1.60,0.22,8,,,
,,合角吻,份,8.00,,,,,,
,,寶頂,份,1,,,1,,,
,A.7.2,屋面防水,,,,,,,,
,010702001001,苫背,m2,69.31,,,,,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-14,,地面項目工程量計算表,,,,,,,
,工程名稱:八方重檐亭工程,,,,,,,,,
,項目編碼,項目名稱,單位,工程量,計算基數(shù),,,,,
,B.1.1,地面工程,,,長度m,高厚m,寬度m,個數(shù),,
,020101001001,水泥砂漿地面,m2,5.70,,,,,,
,,素土夯實,m2,30.44,,,,,,
,,3:7灰土墊層,m2,6.32,,0.40,,,,
,,混凝土找平層,m2,15.80,,,,,,
,,,,0.00,0.001,0.001,1,1,,
,,,,,,,,,,,
,,,,,,,,,,,
,表1-2-23,,,油漆彩畫項目工程量計算表,,,,,,
,工程名稱:亭子建筑工程,,,,,,,,,
,項目編碼,項目名稱,單位,工程量,計算基數(shù),,,,,
,B.5.4,油漆彩畫工程,,,長度m,徑寬m,高厚m,個數(shù),,
,020504012001,下架木構件,m2,38.36,,,,,,
,,檐柱,m2,26.68,3.66,0.29,φ,8,,
,,童柱,m2,11.68,1.66,0.28,φ,8,,
,020504012002,上架木構件,m2,643.55,,,,,,
,,雷公柱,m2,2.36,2.35,0.32,φ,1,,
,,下順梁,m2,12.10,4.32,0.32,0.38,2,,
,,上順梁,m2,7.33,3.52,0.25,0.27,2,,
,,下扒梁,m2,11.17,3.88,0.34,0.38,2,,
,,上扒梁,m2,4.86,1.96,0.30,0.32,2,,
,,下抹角梁,m2,6.03,1.60,0.19,0.28,4,,
,,上抹角梁,m2,2.08,0.81,0.13,0.19,4,,
,,下老角梁,m2,12.17,2.11,0.18,0.27,8,,
,,上老角梁,m2,12.94,2.25,0.18,0.27,8,,
,,下仔角梁,m2,14.02,2.34,0.18,0.27,8,,
,,上仔角梁,m2,14.02,2.34,0.18,0.27,8,,
,,由戧,m2,8.12,1.41,0.18,0.27,8,,
,,下檐枋,m2,20.93,3.27,0.22,0.29,8,,
,,上檐枋,m2,15.
溫馨提示
- 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預覽,若沒有圖紙預覽就沒有圖紙。
- 4. 未經(jīng)權益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負責。
- 6. 下載文件中如有侵權或不適當內(nèi)容,請與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。
最新文檔
- 深圳市二手房裝修工程施工合同
- 跨國(非獨占)品牌授權合作合同專業(yè)版
- 勞動合同判例解析:合同糾紛與法律適用
- 實習生實習與就業(yè)合同書
- 反擔保責任合同模板
- 購銷合同的反擔保書
- 全球商標使用權轉(zhuǎn)讓合同
- 實習人員合同范本
- 終止建筑工程合同協(xié)議書
- 企業(yè)學徒工用工合同范本
- 開學安全第一課主題班會課件
- 一年級珍惜糧食主題班會學習教案
- 新版《醫(yī)療器械經(jīng)營質(zhì)量管理規(guī)范》(2024)培訓試題及答案
- 2025年人教版數(shù)學五年級下冊教學計劃(含進度表)
- 海岸動力學英文課件Coastal Hydrodynamics-復習
- 碳足跡研究-洞察分析
- 硬質(zhì)巖層組合切割開挖技術
- 2024解析:第二章聲現(xiàn)象-講核心(解析版)
- 2024年考研管理類綜合能力(199)真題及解析完整版
- 2025年初級社會工作者綜合能力全國考試題庫(含答案)
- 2024解析:第十章 浮力綜合應用-講核心(解析版)
評論
0/150
提交評論