【導(dǎo)讀】震設(shè)防烈度為7度。出原廠區(qū)場(chǎng)地150㎜，室內(nèi)外高差150㎜。由常州恒基建筑設(shè)計(jì)事務(wù)所設(shè)計(jì)，于2021年3月開始施工。本樓梯為回形四跑樓梯，取TB-2計(jì)算。

　　

【正文】 檢驗(yàn)、試驗(yàn) 19 * [工程量清單計(jì)價(jià) ]*% 項(xiàng) 垂直運(yùn)輸機(jī)械 20 229 現(xiàn)澆框架 檐口高度 (層數(shù) )以內(nèi) 40M(713) 天 總計(jì) 常州工學(xué)院土建學(xué)院畢業(yè)設(shè)計(jì) 48 七、主要材料、設(shè)備價(jià)格表 工程名稱：金騰信譽(yù)廠房 序號(hào) 編號(hào) 材料名稱 規(guī)格型號(hào) 單位 數(shù)量 單價(jià) 1 101022 中砂 T 2 102021 白石子 T 3 102021 道碴 4080MM T 4 102039 碎石 T 5 102040 碎石 516MM T 6 102041 碎石 520MM 520MM T 7 102042 碎石 540MM T 8 105009 生石灰 T 9 105012 石灰膏 M3 10 105020 粘土 M3 11 202108 標(biāo)準(zhǔn)磚 240 115 53MM 百塊 12 202021 硅酸鹽砌塊 280 430 240MM 塊 13 202021 硅酸鹽砌塊 430 430 240MM 塊 14 202021 硅酸鹽砌塊 580 430 240MM 塊 15 202021 硅酸鹽砌塊 880 430 240MM 塊 16 203086 粘土瓦 400 240MM 百塊 17 206002 玻璃 3MM M2 18 208004 金剛石 (三角 形 ) 75 75 50MM 塊 19 208005 金剛石 200 75 50MM 塊 20 301023 水泥 級(jí) 級(jí) KG 21 商品混凝土 C15(非泵送 )40mm M3 22 商品混凝土 C20(泵送 ) M3 23 商品混凝土 C25(泵送 ) M3 24 商品混凝土 C25(泵送 )40mm M3 25 401029 普通成材 M3 26 502018 鋼筋 (綜合 ) T 27 509006 電焊條 結(jié) 422 KG 28 510127 鍍鋅鐵絲 22 KG 29 511533 鐵釘 kg 30 601125 清油 KG 31 603026 煤油 KG 32 603045 油漆溶劑油 KG 33 605024 PVC 束接 Φ 100MM 只 34 605154 塑料抱箍 (PVC) Φ 100MM 副 35 605155 塑料薄膜 M2 常州工學(xué)院土建學(xué)院畢業(yè)設(shè)計(jì) 49 36 605280 塑料水斗 (PVC 水斗 ) Φ 100MM 只 37 608049 草袋子 1 M2 38 608110 棉紗頭 KG 39 611001 防腐油 kg 40 613028 草酸 KG 41 613098 膠水 KG 42 613206 水 M3 43 613256 硬白蠟 KG 44 901021 泵管攤銷費(fèi) 元 45 901167 其他材料費(fèi) 元 46 TJ001 含模量 M2 常州工學(xué)院土建學(xué)院畢業(yè)設(shè)計(jì) 50 工程量計(jì)算過程： 項(xiàng)目編碼 項(xiàng)目名稱 工程量計(jì)算 單位 工程量 010101001001 平整場(chǎng)地 198 平整場(chǎng)地 S=（ +4）（ 30+4） 2m 1819 010101002021 挖土方 1196 挖土方 V= [ 34+(+55) (34+)+55 ] 3m 2828 010401002021 1100 原土打底夯，基 （槽坑） S= + 3+ 30+ 2+ 2+ 2+ +（ 5 2+5 2+ 2+ 18+ 4） 2m 砼基礎(chǔ)墊層 V= 3m 商品砼 C25 樁承臺(tái)、獨(dú)立基礎(chǔ) JnV = A B habBbaAABHh ????? ]))(([6 3m 1JV 3m 2JV 3m 3JV 3m 4JV 3m 5JV 3m 6JV 3m V=+ 3+ 30+ 2+2+ 2 3m 010301001001 磚基礎(chǔ) （ M10 水泥漿）砌直形標(biāo)準(zhǔn)磚基礎(chǔ) V=[ +() ] (5 2+52+ 2+ 18+ 4) 3m 010103001001 土石方回填 V=() 3m 010302021001 實(shí)心磚墻 35 砌硅酸鹽砌塊墻 V=[ 2+(30 +10 2 3) 18] 3m 常州工學(xué)院土建學(xué)院畢業(yè)設(shè)計(jì) 51 010402021001 現(xiàn)澆矩形柱 3m 現(xiàn)澆構(gòu)造柱 V= 6+ 11 3m 商品砼 C25 泵送矩形柱 V=[(+) 2 30] 3m 010405001001 現(xiàn)澆有梁板 V=( 5 2) + () 4+ () 3+ 30 2+ 30 8 3m 010403002021 現(xiàn)澆矩形梁 現(xiàn)澆矩形梁 V= () 4+ + 30 10 010404001001 現(xiàn)澆直形墻現(xiàn)澆 現(xiàn)澆直形墻現(xiàn)澆 S=（ +++） 2 2m 010407002021 現(xiàn)澆散水坡道 12127 S=[(+30) 2] 2m 2108 V= 3m 010701001001 瓦屋面 S= 6 2m W 82 V= 9 27 3m 020211002021 現(xiàn)澆水磨石樓地 面 S= 2+ 52+ 2 2m 121 灰土、墊層 V=（ 2） 3m 020215001001 水泥砂漿踢腳線 S=(+30) 2 2 2m 1237 水磨石臺(tái)階 S=+ 1 2 2m 010702021001 屋面天溝、沿溝 S= 2+ 2 2m 010702021001 屋面排水管 L= 7 4 m 常州工學(xué)院土建學(xué)院畢業(yè)設(shè)計(jì) 52 專業(yè)外文翻譯 Components of A Building and Tall Buildings Materials and structural forms are bined to make up the various parts of a building, including the loadcarrying frame, skin, floors, and partitions. The building also has mechanical and electrical systems, such as elevators, heating and cooling systems, and lighting systems. The superstructure is that part of a building above ground, and the substructure and foundation is that part of a building below ground. The skyscraper owes its existence to two developments of the 19th century: steel skeleton construction and the passenger elevator. Steel as a construction material dates from the introduction of the Bessemer converter in Eiffel (18321932) introduced steel construction in France. His designs for the Galerie des Machines and the Tower for the Paris Exposition of 1889 expressed the lightness of the steel framework. The Eiffel Tower, 984 feet (300 meters) high, was the tallest structure built by man and was not surpassed until 40 years later by a series of American skyscrapers. Elisha Otis installed the first elevator in a department store in New York in 1889, Eiffel installed the first elevators on a grand scale in the Eiffel Tower, whose hydraulic elevators could transport 2,350 passengers to the summit every hour. LoadCarrying Frame. Until the late 19th century, the exterior walls of a building were used as bearing walls to support the floors. This construction is essentially a post and lintel type, and it is still used in frame construction for houses. Bearingwall construction limited the height of building because of the enormous wall thickness required ； for instance, the 16story Monadnock Building built in the 1880’s in Chicago had walls 5 feet ( meters) thick at the lower floors. In 1883, William Le Baron Jenney (18321907) supported floors 常州工學(xué)院土建學(xué)院畢業(yè)設(shè)計(jì) 53 on castiron columns to form a cagelike construction. Skeleton construction, consisting of steel beams and columns, was first used in 1889. As a consequence of skeleton construction, the enclosing walls bee a “curtain wall” rather than serving a supporting function. Masonry was the curtain wall material until the 1930’s, when light metal and glass curtain walls were used. After the introduction of buildings continued to increase rapidly. All tall buildings were built with a skeleton of steel until World War Ⅱ . After the war, the shortage of steel and the improved quality of concrete led to tall building being built of reinforced concrete. Marina Tower (1962) in Chicago is the tallest concrete building in the United States； its height—588 feet (179 meters)—is exceeded by the 650foot (198meter) Post Office Tower in London and by other towers. A change in attitude about skyscraper construction has brought a return to the use of the bearing wall. In Ne