特制地板规格资料翻译-中英对照
FT16橡胶/铝仿形衬边
-原装Hedtec，Kåbe
-铝材/黑色橡胶
-厚度 22毫米
-衬边尺寸必须和衬垫物相符；
例如：第1层通廊
FT21漆色胶合板地板
按照工程师德指示(计划)操作。
− 结构胶合板
− 厚度 20毫米
− 漆色
− 颜色 Tikkurila，类似F497白色
例如：
橱窗，参见图纸A- 2-41050
FT29铝格栅
-铝材
-厚度 30毫米
例如： 橱窗
FT33不锈钢薄板
-不锈钢薄板
-厚度 ≥ 1，0毫米
-所有位置由致密型背板支撑，
例如混凝土，成形胶合板等等
-隐藏式固定，
例如,隐藏螺丝和胶体Tremco PL400或者类似材料
-防滑面或者永久性防滑衬垫
例如：
门道入口处的门槛
F51活动房屋地板
要求和预制存储构件结合,例如Huurre。
-厚度 100/150毫米
壁脚板
壁脚板和墙底部之间不得有任何空隙；
木制壁脚板
木制壁脚板必须使用螺丝固定：
-镜片成形十字头螺丝；
-螺丝为黑色氧化物材料；
-螺丝之间的距离≤400毫米；
-在混凝土和砌筑墙上必须栓紧；
木制壁脚板的接头处表面必须平滑无任何不明显处(斜面/倒角处)。
橡胶和塑料(聚合)壁脚板
工业预制仿形材料必须采用壁脚板制造商指定的胶材固定牢固(要求清理干净，表面平滑等等)。
接头必须平滑无任何不明显处。
SK00 无涂饰
-无涂饰
SK02瓷砖壁脚板
-浅灰色
-表面粗糙
-尺寸 100x 300毫米
SK03.1全不锈钢拉丝A，100毫米
-L 仿形材料 100x 10毫米
-全不锈钢拉丝，大约，GRIT等级240(需要提供样品)
SK03.2 全不锈钢拉丝B，100毫米
-L 仿形材料100x 10毫米
-全不锈钢拉丝，大约，GRIT等级240(需要样品)
SK04.1橡胶，60毫米
- 预制橡胶仿形材料
- 弗罗伊登伯格
- 高度 60毫米
- 颜色 黑灰色
例如： S-举升装置
SK04.2 PVC聚合物自由基，60毫米
-
-
- 60毫米
- 颜色 黑灰色
例如：
急救中心、吸烟室、卫生局
SK05.2 硬质松木，漆色
- 硬质松木
- 尺寸 45x 12毫米
- 漆色
- 颜色 Tikkurila类似S498 黑灰色
- 亚光
SK06天然石壁脚砖
石料的颜色必须与地板完全一致,采用相同类型和批量的石料。
天然石地板和壁脚板的样品必须安装的开始之前提供。
-尺寸；大约 15x 80毫米
-可见的角落必须经过磨削 3 x3毫米
-采用相同光泽天然石料 (或者类似光泽)
-符合W30
在墙壁油漆作业之前，天然石地砖紧紧固定在水泥砂浆中。
接头必须光滑平整。全部多余的砂浆必须立即清除。
在墙壁的油漆作业期间，仔细保护壁脚板并且在油漆作业完成之后，立即清洗干净。
例如：门道
SK07油漆壁脚板
- 上漆
- 墙壁高度 100毫米
- 颜色 Tikkurila类似S498 黑灰色
- 半光泽
C3030天花板装饰
参见Z10 一般规格
天花板的设计、调整和施工必须符合使用范围的要求：
-商业
-办公室
-机械
-电子
-IT 地区
-潮湿的地区
-停车场
等等
混凝土天花板的油漆作业
混凝土天花板的抹灰作业必须按照图纸要求水平、平整并保持直线。
悬挂天花板装饰的尺寸：
-同一位置的水平最大允许为5000毫米：≤20毫米
-最大偏差为2000毫米：±5毫米
-不允许有凹痕
建设单位能分别决定是否在使用更多的熟石膏进行修理的期间允许较小的错误。熟石膏不允许剥落或者从天花板上落下：熟石膏必须粘到板材上并且坚固得足以承受自己的重量。
修理不得影响装饰、设备和家俱的尺寸和/或功能；
-混凝土天花板凹进的格状框架、平坦处和机械装置可见处都必须涂成粗糙表面。
-凹处已经填补之后，可见混凝土天花板可以直接上漆。
-悬挂天花板上方的混凝土的裂缝和开始等，在有特别卫生要求状况下，如果相关法律法规没有特别规定，需要使用粘尘涂料进行处理。
参见C30 内部装饰盒油漆作业
悬挂天花板
悬挂天花板为一套完整而可用的面板、硬件和支持部件系统组成。天花板系统由单独的制造商提供，并且是最新目录数据中所示标准产品。
悬挂天花板必须按照图纸要求水平、平整并保持直线。任何存在弯曲和变形的部分必须完全除去粗制滥造部分，然后重新建造天花板。
PW30 Partitioning Wall
See Structural Engineer’s plans
− Surface finishing according to Room Schedule A-2-90000
− Reinforced concrete according to structural drawings 200 mm
− Surface finishing according to Room Schedule A-2-90000
Fire resistance REI150
PW31 Partitioning Wall
See Structural Engineer’s plans
− Surface finishing according to Room Schedule A-2-90000
− Reinforced concrete according to structural drawings 250 mm
− Surface finishing according to Room Schedule A-2-90000
Fire resistance REI180
PW32 Partitioning Wall
See Structural Engineer’s plans
− Surface finishing according to Room Schedule A-2-90000
− Reinforced concrete according to structural drawings 400 mm
− Surface finishing according to Room Schedule A-2-90000
Fire resistance REI240
PW33 Partitioning Wall
See Structural Engineer’s plans
− Surface finishing according to Room Schedule A-2-90000
− Reinforced concrete according to structural drawings 300 mm
− Surface finishing according to Room Schedule A-2-90000
Fire resistance REI180
PW34 Partitioning Wall
See Structural Engineer’s plans
− Surface finishing according to Room Schedule A-2-90000
− Reinforced concrete according to structural drawings 350 mm
− Surface finishing according to Room Schedule A-2-90000
Fire resistance REI240
Shafts
Vertical air-ducts, pipelines and electrical risers shall be mounted in easily accessible and serviceable shafts.
The shafts shall be made according to regulations and sound insulated.
The shafts shall have fire seals according to regulations and be fitted with lockable, removable service hatches.
Shafts shall be built as required in approved structural design documents. Also see section C1010 Interior Partitions.
Columns
As required by the structural design documents. Finish shall be according to
Architect’s plans (Room Book, Paint Schedule etc.).
Beams
As required by the structural design documents.
Most of the beams shall be made of reinforced concrete or concrete filled steel profiles.
Floor slabs
As required by the structural design documents.
Slabs shall generally be made from pre-stressed reinforced concrete, sheet steel- concrete composite slab or cast in-situ reinforced concrete.
Slimmer slabs shall be used under freezer/cooler floors and similar spaces (fitted with thermal insulation etc.) to make the finished floors achieve the same level as the
surrounding floors.
Provisions for electrical floor fixtures, for lamps etc. shall be made in some slabs. Slabs in all kitchens, bars etc. shall have provisions (ducts and lead-ins) for plumbing and for electrical fixtures, computer cables etc.
IF1 Floor slab and flooring
− See Structural Engineer’s plans
− Flooring material according to room specification
reinforcement #6 c15O, min. 40mm concrete 80 mm
− Reinforced concrete slab according to structural drawings 220 mm
Fire resistance: REI90
IF1.1 Floor slab and flooring
− See Structural Engineer’s plans
− Flooring material according to room specification
reinforcement #6 c15O, min. 40mm concrete 80 mm
− Reinforced concrete slab according to structural drawings 220 mm
Fire resistance: REI150
IF2 Floor slab and flooring
See Structural Engineer’s plans
− Flooring material according to room specification
− Reinforced concrete slab according to structural drawings 220 mm
Fire resistance: REI150
To be used at levels -10.200, -8.400 and -7.200.
IF3 Floor slab and flooring
See Structural Engineer’s plans
− Flooring materials according to room specification
reinforcement #6 c15O, 80 mm
− Reinforced concrete slab according to structural drawings 240 mm
Fire resistance: REI90
To be used at levels + 0.00+ and -4.200.
IF4 Floor slab and flooring
See Structural Engineer’s plans
− Flooring materials according to room specification
− Surface slab, reinforcement #10 c15O AIII 120 mm
− Filter cloth, class II
− Drainage, washed crushed stone 6...32 mm 400…600 mm
− Reinforced concrete slab according to structural drawings
To be used at levels -13.200 and -11.400
IF5 Floor slab and flooring
See Structural Engineer’s plans
− Tiles + Flooring materials 10 mm
− Waterproofing
− surface slab, reinforced #6c15O slope 1:75,
under showers 1:50, around wells 1:25 30…80 mm
− Drainage, washed crushed stone 6...32 mm 400…600 mm
− Reinforced concrete slab according to structural drawings 220…240 mm
Fire resistance: REI90
To be used in wet areas.
IF6 Floor slab and flooring
See Structural Engineer’s plans
− Reinforced concrete slab, B35, frost resistant, 140 mm
reinforcing steel in centre; 10-150 B500K.
Slab shall be divided into sections by control joints max. 12 m/section
Joint reinforcement shall be L40x40x4, AISI 304.
Slab heating pipes to be installed on reinforcing tissue
− Waterproofing, 1 layer of SBS-modified bitumen membrane
− Foam glass thermal insulation tiles "NeoTim", China
density 120...160 kg/m3, thermal conductivity 0,052 W/mK
glued together with hot bitumen 50 mm
− Waterproofing, 1 layer of SBS-modified bitumen membranes,
100% bond to bearing slab, slope toward floor drains 1:80.
− Reinforced concrete slab according to structural drawings 400 mm
Top of slab shall be blast cleaned
− Surface finishing according to Room Schedule A-2-90000
Fire resistance: REI150
Ramp to logistics.
IF7 Floor slab and flooring
See Structural Engineer’s plans
− Reinforced concrete slab, B35, frost resistant, 120 mm
reinforcing steel in centre; 10-150 B500K.
Slab shall be divided into sections by control joints max. 12 m/section
Joint reinforcement shall be L40x40x4, AISI 304.
Slab heating pipes to be installed on reinforcing tissue
− Waterproofing, 1 layer of SBS-modified bitumen membrane
− Foam glass thermal insulation tiles "NeoTim", China
density 120...160 kg/m3, thermal conductivity 0,052 W/mK
glued together with hot bitumen 50 mm
− Waterproofing, 1 layer of SBS-modified bitumen membranes,
100% bond to bearing slab, slope toward floor drains 1:80.
− Reinforced concrete slab according to structural drawings 300 mm
Top of slab shall be blast cleaned
− Surface finishing according to Room Schedule A-2-90000
Fire resistance: REI150
Ramp to parking
IF8 Floor slab and flooring
See Structural Engineer’s plans
2013.2.2