影院钢结构工程量计算表

工程名称：东明金座广场一期A6#楼影院序号工程名称单位工程量单价合价备注1钢柱制作安装kg8701.412M20化学锚栓个672.003连接件或预埋件kg3764.334M20高强螺栓个828.005钢梁制作安装kg35520.696D19栓钉个1096.007YXB51-250-750-1.0(压型钢板,含边模板)m2317.888L50*5角钢制作安装kg10519.2293.5mm厚花纹钢板m2769.8210M12化学锚栓个440.0011C25混凝土m375.3712D6圆钢kg1135.3513D4冷轧钢筋kg573.3614木模板m237.7215金属面油漆m216防火涂料m217脚手架m2影院钢结构工程汇总表工程名称：东明金座广场一期影院钢结构工程问题:1,夹层顶面标高?其钢柱GZ1及钢梁GL1是否需细石砼包封?2,缺少GL2与GL3连接大样?3,看台钢梁GL1(HM350X250X9X14)与夹层钢梁GL1(HN350X175X7X11)是确定不同吗?其GL2同理?4,根据影院的要求,看台的混凝土厚度不少于80mm,而设计为30mm5,5#影厅的钢梁GL标注不明确?6,影厅内的钢梁GL2能否取消?识别:1=钢柱,2=M20化学锚栓,3=连接件或预埋件,4=高强螺栓,5=钢梁,6=栓钉,7=压型钢板,8=角钢,9=花纹钢板,10=M12化学锚栓,11=混凝土,12=D6钢筋,13=D4冷轧钢筋,14=木模板序号位置工程名称识别规格材料同类数量单位一，夹层钢结构1GZ1柱脚-20x400x400柱脚38kg2M20化学锚栓28个HW250X250X9X14钢柱1Q235B8kgGL1与GZ1连接大样-290.5X10(328)316kg-110.5X12(222)316kg6M20，10.9级，孔Φ22416个2GL1(24)-(26)轴HN350X175X7X11钢梁51kg(26)-(27)轴HN350X175X7X11钢梁51kg(28)-(29)轴HN350X175X7X11钢梁51kg(29)-(30)轴HN350X175X7X11钢梁51kg(30)-(31)轴HN350X175X7X11钢梁51kg(31)-(32)轴HN350X175X7X11钢梁51kg(32)-(33)轴HN350X175X7X11钢梁51kg(33)-(34)轴HN350X175X7X11钢梁51kg(34)-(35)轴HN350X175X7X11钢梁51kg(36)-(37)轴HN350X175X7X11钢梁51kg(37)-(38)轴HN350X175X7X11钢梁51kg(28)-(29)交(A/1)-(A)轴HN350X175X7X11钢梁51kg(28)-(29)交(A)-(B)轴HN350X175X7X11钢梁51kg(34)-(35)交(A/1)-(A)轴HN350X175X7X11钢梁51kg(34)-(35)交(A)-(B)轴HN350X175X7X11钢梁51kgGL1与砼连接大样-180×14(350)312kg4M20化学锚栓212个-170X10(300)312kg6M20，10.9级，孔Φ22412个GL1与GL1连接大样-74X8(328)32kg-254X10(328)32kg6M20，10.9级，孔Φ2242个3GL2(24)轴HN200X100X5.5X8钢梁51kg(24)-(26)轴HN200X100X5.5X8钢梁55kg(26)轴HN200X100X5.5X8钢梁51kg(26)-(27)轴HN200X100X5.5X8钢梁55kg(27)轴HN200X100X5.5X8钢梁51kg(A/1)轴HN200X100X5.5X8钢梁51kg(A/1)-(A)轴HN200X100X5.5X8钢梁54kg(A)轴HN200X100X5.5X8钢梁51kg影院钢结构工程量计算表(A)-(B)轴HN200X100X5.5X8钢梁54kg(B)轴HN200X100X5.5X8钢梁51kg(28)-(29)轴HN200X100X5.5X8钢梁53kg(29)轴HN200X100X5.5X8钢梁51kg(29)-(30)轴HN200X100X5.5X8钢梁56kg(30)-(31)轴HN200X100X5.5X8钢梁56kg(31)轴HN200X100X5.5X8钢梁51kg(31)-(32)轴HN200X100X5.5X8钢梁54kg(32)-(33)轴HN200X100X5.5X8钢梁53kg(33)轴HN200X100X5.5X8钢梁51kg(33)-(34)轴HN200X100X5.5X8钢梁55kg(34)轴HN200X100X5.5X8钢梁51kg(34)-(35)轴HN200X100X5.5X8钢梁53kg(A/1)轴HN200X100X5.5X8钢梁51kg(A/1)-(A)轴HN200X100X5.5X8钢梁53kg(A)轴HN200X100X5.5X8钢梁51kg(A)-(B)轴HN200X100X5.5X8钢梁54kg(B)轴HN200X100X5.5X8钢梁51kg(36)轴HN200X100X5.5X8钢梁51kg(36)-(37)轴HN200X100X5.5X8钢梁55kg(37)轴HN200X100X5.5X8钢梁51kg(37)-(38)轴HN200X100X5.5X8钢梁56kgGL2与砼连接大样-140×12(200)381kg4M20化学锚栓281个-160X10(170)381kg4M20，10.9级，孔Φ22481个GL2与GZ1连接大样-160X10(170)38kg4M20，10.9级，孔Φ2248个GL2与GL1连接大样-74X6(328)373kg-249X10(328)373kg4M20，10.9级，孔Φ22473个4GL3(24)-(26)轴普[1051kg(26)-(27)轴普[1051kg(A/1)-(A)轴普[1051kg(A)-(B)轴普[1051kg(28)-(29)轴普[1051kg(29)-(30)轴普[1051kg(30)-(31)轴普[1051kg(31)-(32)轴普[1051kg(32)-(33)轴普[1051kg(33)-(34)轴普[1051kg(34)-(35)轴普[1051kg(A/1)-(A)轴普[1051kg(A)-(B)轴普[1051kg(36)-(37)轴普[1051kg(37)-(38)轴普[1051kgGL3与砼连接大样-12x200x180326kg2M20化学锚栓226个5压型钢板(24)-(27)轴D19栓钉613个(A/1)-(B)轴D19栓钉611个(28)-(32)轴D19栓钉621个(32)-(35)轴D19栓钉613个(A/1)-(B)轴D19栓钉610个(36)-(38)轴D19栓钉613个(24)-(27)轴YXB51-250-750-1.0(压型钢板,含边模板)71m2(A/1)-(B)轴YXB51-250-750-1.0(压型钢板,含边模板)71m2(28)-(32)轴YXB51-250-750-1.0(压型钢板,含边模板)71m2(32)-(35)轴YXB51-250-750-1.0(压型钢板,含边模板)71m2(A/1)-(B)轴YXB51-250-750-1.0(压型钢板,含边模板)71m2(36)-(38)轴YXB51-250-750-1.0(压型钢板,含边模板)71m2C25混凝土111m3D6圆钢121kg二，1#电影厅1GZ1柱脚-20x400x400柱脚38kg2M20化学锚栓28个HW250X250X9X14钢柱1Q235B3kgHW250X250X9X14钢柱1Q235B3kgHW250X250X9X14钢柱1Q235B2kg2GL1(26)-(27)轴交(A/1)-(B)轴HM350X250X9X14钢梁51kgGL1与砼结构大样-16x450x50032kg4M20化学锚栓22个3GL2(26)轴交(A/1)-(B)轴HN250X125X6X9钢梁51kgGL2与砼结构大样-12x200x18034kg2M20化学锚栓24个4GL3(26)轴交(A/1)-(B)轴普[10520kg(26)-(27)轴交(A/1)-(B)轴普[10517kg5L50x5角钢左(26)轴交(A/1)-(B)轴L50x5角钢8横向20kgL50x5角钢8纵向2kg中(26)轴交(A/1)-(B)轴L50x5角钢8横向20kgL50x5角钢8纵向3kg(26)-(27)轴交(A/1)-(B)轴L50x5角钢8横向102kgL50x5角钢8纵向12kg(27)轴交(A/1)-(B)轴L50x5角钢8横向17kgL50x5角钢8纵向3kg与楼面用2M12化学锚栓固定-12x200x200340kg2M12化学锚栓1040个63.5mm厚花纹钢板中(26)轴交(A/1)-(B)轴3.5mm厚花纹钢板91m2(26)-(27)轴交(A/1)-(B)轴3.5mm厚花纹钢板91m2C25混凝土111m3D4冷轧钢筋131kg木模板141m2三，2#及3#电影厅1GZ1柱脚-20x400x400柱脚312kg2M20化学锚栓212个HW250X250X9X14钢柱1Q235B6kgHW250X250X9X14钢柱1Q235B6kg2GL1(28)-(29轴交(A/1)-(B)轴HM350X250X9X14钢梁54kg3GL2(29)轴交(A/1)-(B)轴HN250X125X6X9钢梁54kgGL2与砼结构大样-12x200x18038kg2M20化学锚栓28个4GL3(29)轴交(A/1)-(B)轴普[10540kg(28)-(29)轴交(A/1)-(B)轴普[10534kg5L50x5角钢右(29)轴交(A/1)-(B)轴L50x5角钢8横向40kgL50x5角钢8纵向4kg中(29)轴交(A/1)-(B)轴L50x5角钢8横向40kgL50x5角钢8纵向6kg(28)-(29)轴交(A/1)-(B)轴L50x5角钢8横向136kgL50x5角钢8纵向16kg(28)轴交(A/1)-(B)轴L50x5角钢8横向34kgL50x5角钢8纵向6kg与楼面用2M12化学锚栓固定-12x200x200380kg2M12化学锚栓1080个63.5mm厚花纹钢板中(29)轴交(A/1)-(B)轴3.5mm厚花纹钢板92m2(28)-(29)轴交(A/1)-(B)轴3.5mm厚花纹钢板92m2C25混凝土112m3D4冷轧钢筋132kg木模板142m2四，4#电影厅1GZ1柱脚-20x400x400柱脚312kg2M20化学锚栓212个HW250X250X9X14钢柱1Q235B3kgHW250X250X9X14钢柱1Q235B3kgHW250X250X9X14钢柱1Q235B3kgHW250X250X9X14钢柱1Q235B3kg2GL1(34)轴交(A/1)-(B)轴HM350X250X9X14钢梁54kgGL1与砼结构大样-16x450x50038kg4M20化学锚栓28个3GL2(34)轴交(A/1)-(B)轴HN250X125X6X9钢梁52kgGL2与砼结构大样-12x200x18034kg2M20化学锚栓24个4GL3(34)轴交(A/1)-(B)轴普[10521kg(34)-(27)轴交(A/1)-(B)轴普[10518kg5L50x5角钢左(34)轴交(A/1)-(B)轴L50x5角钢8横向21kgL50x5角钢8纵向2kg中(34)轴交(A/1)-(B)轴L50x5角钢8横向21kgL50x5角钢8纵向3kg(34)轴交(A/1)-(B)轴L50x5角钢8横向126kgL50x5角钢8纵向14kg(34)轴交(A/1)-(B)轴L50x5角钢8横向18kgL50x5角钢8纵向2kg与楼面用2M12化学锚栓固定-12x200x200342kg2M12化学锚栓1042个6