特制地板規(guī)格資料翻譯-中英對照
FT16橡膠/鋁仿形襯邊
-原裝Hedtec，Kåbe
-鋁材/黑色橡膠
-厚度 22毫米
-襯邊尺寸必須和襯墊物相符；
例如：第1層通廊
FT21漆色膠合板地板
按照工程師德指示(計劃)操作。
− 結(jié)構(gòu)膠合板
− 厚度 20毫米
− 漆色
− 顏色 Tikkurila，類似F497白色
例如：
櫥窗，參見圖紙A- 2-41050
FT29鋁格柵
-鋁材
-厚度 30毫米
例如： 櫥窗
FT33不銹鋼薄板
-不銹鋼薄板
-厚度 ≥ 1，0毫米
-所有位置由致密型背板支撐，
例如混凝土，成形膠合板等等
-隱藏式固定，
例如,隱藏螺絲和膠體Tremco PL400或者類似材料
-防滑面或者永久性防滑襯墊
例如：
門道入口處的門檻
F51活動房屋地板
要求和預(yù)制存儲構(gòu)件結(jié)合,例如Huurre。
-厚度 100/150毫米
壁腳板
壁腳板和墻底部之間不得有任何空隙；
木制壁腳板
木制壁腳板必須使用螺絲固定：
-鏡片成形十字頭螺絲；
-螺絲為黑色氧化物材料；
-螺絲之間的距離≤400毫米；
-在混凝土和砌筑墻上必須栓緊；
木制壁腳板的接頭處表面必須平滑無任何不明顯處(斜面/倒角處)。
橡膠和塑料(聚合)壁腳板
工業(yè)預(yù)制仿形材料必須采用壁腳板制造商指定的膠材固定牢固(要求清理干凈，表面平滑等等)。
接頭必須平滑無任何不明顯處。
SK00 無涂飾
-無涂飾
SK02瓷磚壁腳板
-淺灰色
-表面粗糙
-尺寸 100x 300毫米
SK03.1全不銹鋼拉絲A，100毫米
-L 仿形材料 100x 10毫米
-全不銹鋼拉絲，大約，GRIT等級240(需要提供樣品)
SK03.2 全不銹鋼拉絲B，100毫米
-L 仿形材料100x 10毫米
-全不銹鋼拉絲，大約，GRIT等級240(需要樣品)
SK04.1橡膠，60毫米
- 預(yù)制橡膠仿形材料
- 弗羅伊登伯格
- 高度 60毫米
- 顏色 黑灰色
例如： S-舉升裝置
SK04.2 PVC聚合物自由基，60毫米
-
-
- 60毫米
- 顏色 黑灰色
例如：
急救中心、吸煙室、衛(wèi)生局
SK05.2 硬質(zhì)松木，漆色
- 硬質(zhì)松木
- 尺寸 45x 12毫米
- 漆色
- 顏色 Tikkurila類似S498 黑灰色
- 亞光
SK06天然石壁腳磚
石料的顏色必須與地板完全一致,采用相同類型和批量的石料。
天然石地板和壁腳板的樣品必須安裝的開始之前提供。
-尺寸；大約 15x 80毫米
-可見的角落必須經(jīng)過磨削 3 x3毫米
-采用相同光澤天然石料 (或者類似光澤)
-符合W30
在墻壁油漆作業(yè)之前，天然石地磚緊緊固定在水泥砂漿中。
接頭必須光滑平整。全部多余的砂漿必須立即清除。
在墻壁的油漆作業(yè)期間，仔細(xì)保護(hù)壁腳板并且在油漆作業(yè)完成之后，立即清洗干凈。
例如：門道
SK07油漆壁腳板
- 上漆
- 墻壁高度 100毫米
- 顏色 Tikkurila類似S498 黑灰色
- 半光澤
C3030天花板裝飾
參見Z10 一般規(guī)格
天花板的設(shè)計、調(diào)整和施工必須符合使用范圍的要求：
-商業(yè)
-辦公室
-機(jī)械
-電子
-IT 地區(qū)
-潮濕的地區(qū)
-停車場
等等
混凝土天花板的油漆作業(yè)
混凝土天花板的抹灰作業(yè)必須按照圖紙要求水平、平整并保持直線。
懸掛天花板裝飾的尺寸：
-同一位置的水平最大允許為5000毫米：≤20毫米
-最大偏差為2000毫米：±5毫米
-不允許有凹痕
建設(shè)單位能分別決定是否在使用更多的熟石膏進(jìn)行修理的期間允許較小的錯誤。熟石膏不允許剝落或者從天花板上落下：熟石膏必須粘到板材上并且堅固得足以承受自己的重量。
修理不得影響裝飾、設(shè)備和家俱的尺寸和/或功能；
-混凝土天花板凹進(jìn)的格狀框架、平坦處和機(jī)械裝置可見處都必須涂成粗糙表面。
-凹處已經(jīng)填補(bǔ)之后，可見混凝土天花板可以直接上漆。
-懸掛天花板上方的混凝土的裂縫和開始等，在有特別衛(wèi)生要求狀況下，如果相關(guān)法律法規(guī)沒有特別規(guī)定，需要使用粘塵涂料進(jìn)行處理。
參見C30 內(nèi)部裝飾盒油漆作業(yè)
懸掛天花板
懸掛天花板為一套完整而可用的面板、硬件和支持部件系統(tǒng)組成。天花板系統(tǒng)由單獨(dú)的制造商提供，并且是最新目錄數(shù)據(jù)中所示標(biāo)準(zhǔn)產(chǎn)品。
懸掛天花板必須按照圖紙要求水平、平整并保持直線。任何存在彎曲和變形的部分必須完全除去粗制濫造部分，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