《工业化建筑工程消耗量定额》(征求意见稿)

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工业化,建筑工程,消耗量定额,《工业化建筑工程消耗量定额》(征求意见稿) 工业化,建筑工程,消耗量定额,《工业化建筑工程消耗量定额》(征求意见稿)

第一章 装配式混凝土结构工程
说明 ················································· (1)
工程量计算规则 ·································· (2)
一、预制混凝土构件安装 ······················ (3)
1.柱 ············································ (3)
2.梁 ············································ (3)
3.板 ············································ (4)
4.墙 ············································ (5)
5.楼梯 ········································· (8)
6.阳台板及其他 ····························· (9)
7.套筒注浆 ································· (11)
8.嵌缝、打胶 ······························ (11)
二、后浇混凝土浇捣 ·························· (12)
1.后浇混凝土 ······························ (12)
2.后浇混凝土钢筋 ························ (13)
3.后浇混凝土模板 ························ (17)
第二章 装配式钢结构工程
说明 ··············································· (18)
工程量计算规则 ································ (19)
一、预制钢构件安装 ·························· (20)
1.钢网架 ···································· (20)
(1)钢网架 ································· (20)
(2)钢支座 ································· (21)
2.厂(库)房钢结构 ····················· (22)
(1)钢屋架 ································· (22)
(2)钢柱 ···································· (24)
(3)钢梁 ···································· (25)
(4)钢吊车梁 ······························ (26)
(5)钢平台、钢楼梯 ····················· (27)
(6)其他钢构件 ··························· (28)
(7)现场拼装平台摊销 ·················· (29)
3.住宅钢结构 ······························ (30)
(1)钢柱 ···································· (30)
(2)钢梁 ···································· (31)
(3)钢支撑 ································· (32)
(4)踏步式钢楼梯 ························ (33)
二、围护体系安装 ····························· (34)
1.钢楼层板 ································· (34)
2.墙面板 ···································· (35)
3.屋面板 ···································· (38)
第三章 建筑构件及部品工程
说明 ··············································· (40)
工程量计算规则 ································ (41)
一、单元式幕墙安装 ·························· (42)
1.单元式幕墙 ······························ (42)
2.防火隔断 ································· (42)
3.槽型埋件及连接件 ····················· (43)
二、非承重隔墙安装 ·························· (44)
1.钢丝网架轻质夹芯隔墙板 ············ (44)
2.轻质条板隔墙 ··························· (45)
3.预制轻钢龙骨隔墙 ····················· (46)
三、预制烟道及通风道安装 ················· (47)
1.预制烟道及通风道 ····················· (47)
2.成品风帽 ································· (48)
四、预制护栏安装 ····························· (48)
五、装饰成品部件安装 ······················· (49)
1.成品踢脚线 ······························ (49)
2.墙面成品木饰面 ························ (49)
3.成品木门 ································· (50)
4.成品橱柜 ································· (52)
第四章 措施项目
说明 ··············································· (53)
工程量计算规则 ································ (54)

一、工具式模板 ································ (55)
1.柱模板 ···································· (55)
2.梁模板 ···································· (56)
3.墙模板 ···································· (58)
4.板模板 ···································· (59)
5.其他构件模板 ··························· (60)
二、脚手架工程 ································ (61)
1.钢结构工程综合脚手架 ··············· (61)
(1)厂(库)房钢结构工程 ············ (61)
(2)住宅钢结构工程 ····················· (63)
2.工具式脚手架 ·························· (67)
(1)附着式电动整体提升架 ··········· (67)
(2)电动高空作业吊篮 ················· (68)
三、垂直运输 ··································· (69)
住宅钢结构工程 ····························· (63)

内容摘要:

第一章装配式混凝士结构工程
说明

一、本章定额包括预制构件安装和后浇混凝土浇捣两节,共 51 个定额子目。
二、本章定额所称的装配式混凝土结构工程,指预制混凝土构件通过可靠的连接方式装配而成
的混凝土结构,包括装配整体式混凝土结构、全装配混凝土结构。
三、预制构件安装
1.构件安装定额中预制混凝土构件的损耗率,包含了构件运至施工现场后的堆放、吊装和安
装损耗。
2.构件安装不分构件外形尺寸、截面类型以及是否带有保温,除另有规定者外,均按构件种
类套用相应定额。
3.构件安装定额已包括构件固定所需临时支撑的搭设及拆除,支撑(含支撑用预埋铁件)种
类、数量及搭设方式综合考虑。
4.柱、墙板、女儿墙等构件安装定额中,构件底部座浆按砌筑砂浆铺筑考虑,遇设计采用灌
浆料的,除灌浆材料单价换算以及扣除干混砂浆罐式搅拌机台班外,每 10m3 构件安装定额另行增
加人工 0.60 工日,液压注浆泵 HYB50/50-1 型 0.30 台班,其余不变。
5.外挂墙板、女儿墙构件安装设计要求接缝处填充保温板时,相应保温板消耗量按设计要求
增加计算,其余不变。
6.墙板安装定额已综合考虑是否带有门窗洞口,均按相应定额执行。凸(飘)窗安装定额适
用于单独预制的凸(飘)窗安装,依附于外墙板制作的凸(飘)窗,并入外墙板内计算,相应定额
人工和机械用量乘以系数 1.20。
7.外挂墙板安装定额已综合考虑了不同的连接方式,以构件类型及厚度不同套用相应定额。
8.楼梯休息平台安装按平台板结构类型不同,分别套用整体楼板或叠合楼板相应定额,相应
定额人工、机械,以及除预制混凝土楼板外的材料用量乘以系数 1.30。
9.阳台板安装不分板式或梁式,均套用同一定额。空调板安装定额适用于单独预制的空调板
安装,依附于阳台板制作的栏板、翻沿、空调板,并入阳台板内计算。非悬挑的阳台板安装,分别
按梁、板安装有关规则计算并套用相应定额。
10.女儿墙安装按构件净高以 0.6m 以内和 1.4m 以内分别编制,超过 1.4m 时套用外墙板安装
定额。压顶安装定额适用于单独预制的压顶安装,依附于女儿墙制作的压顶,并入女儿墙计算。
11.套筒注浆不分部位、方向,按锚入套筒内的钢筋直径不同,以φ18 以内及φ18 以上分别
编制。
12.外墙嵌缝、打胶定额中注胶缝的断面按 20mm×15mm 编制,若设计断面与定额不同时,
密封胶用量按比例调整,其余不变。定额中的密封胶按硅酮耐候胶考虑,遇设计采用的种类与定额
不同时,材料单价进行换算。
四、后浇混凝土浇捣
1.后浇混凝土指装配整体式结构中,用于与预制混凝土构件连接形成整体构件的现场浇筑混
凝土。
2.墙板或柱等预制垂直构件之间设计采用现浇混凝土墙连接的,当连接墙的长度在 3m 以内时,套用后浇混凝土连接墙、柱定额,长度超过 3m 的,仍按《房屋建筑和装饰工程消耗量定额
第五章“混凝土及钢筋混凝土工程”的相应项目及规定执行。
3.叠合楼板或整体楼板之间设计采用现浇混凝土板带拼缝的,板带混凝土浇捣并入后浇混凝
土叠合梁、板内计算。
4.后浇混凝土钢筋制作、安装定额按钢筋品种、型号、规格结合连接方法及用途划分,相应
定额内的钢筋型号以及比例已综合考虑,各类钢筋的制作成型、绑扎、安装、接头、固定以及与预
制构件外露钢筋的绑扎、焊接等所用人工、材料、机械消耗已综合考虑在相应定额内。钢筋接头按
《房屋建筑和装饰工程消耗量定额》第五章“混凝土及钢筋混凝土工程”的相应项目及规定执行。 5.后浇混凝土模板按木模编制,定额消耗量已包含了伸出后浇混凝土与预制构件抱合部分模
板的用量。

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