滾動鋼門安裝手冊翻譯-中英對照
外部門
a. 面板的兩側(cè)、內(nèi)部加勁肋、加固件的所有表面和所有其他鋼配件形成大門的不可分割的一部分，采用的熱浸鍍鋅材料應(yīng)依照ASTM A123, A153, A385, A386的要求和其他適
用的ASTM標(biāo)準(zhǔn)規(guī)格。鍍鋅的最低重量應(yīng)為G90。 劣質(zhì)鍍鋅工作將被拒絕。
b. 大門制造完成后，所有暴露的表面應(yīng)適進(jìn)行當(dāng)?shù)那鍧�，并接受底漆涂料烘�?50℃不得少于1個半小時。
室內(nèi)門
a. 制造前，根據(jù)業(yè)主的批準(zhǔn)，大門的內(nèi)表面應(yīng)采用防銹劑予以處理。
b. 制造后大門的暴露表面應(yīng)采用納米陶瓷涂料進(jìn)行處理。
c. 應(yīng)采用底漆涂料，并進(jìn)行烘烤150 ℃不得少于1個半小時。
滾動鋼門
窗簾
外部門
外部門的窗簾應(yīng)采用聯(lián)鎖板條，滾壓成型(非拉開式)，結(jié)構(gòu)質(zhì)量采用不低于1.27 mm熱浸鍍鋅鋼板，符合ASTM A446對A級鋼或更好質(zhì)量鋼材的適用規(guī)定。鍍鋅不得少于G90。鍍鋅表
面應(yīng)采用磷化膜以達(dá)到良好的涂料附著力(投標(biāo)人也應(yīng)提供上漆)。
室內(nèi)門
室內(nèi)門的窗簾應(yīng)符合外部門相同的要求，除了板條應(yīng)符合制造商的標(biāo)準(zhǔn)規(guī)格要求。
板條
板條的單位外觀設(shè)計(jì)，應(yīng)形成平緩曲線、無尖角折彎，應(yīng)具備適當(dāng)?shù)某叽绾蛿嗝嬉栽诎踩试S的范圍內(nèi)維持撓度。 裝配板條應(yīng)實(shí)現(xiàn)損壞的板條可以輕松替換。
卷簾
窗簾卷鋼管大小應(yīng)足以進(jìn)行支撐門負(fù)荷，垂直位移不超過打開寬度0.80 mm/300，管內(nèi)設(shè)置螺旋彈簧保持均衡。所有彈簧應(yīng)錨向拉力桿，并使用可從外面進(jìn)行操作的同一個調(diào)整輪。
擋風(fēng)雨條
a. 所有外部門應(yīng)提供擋風(fēng)雨條，基本上每個門連續(xù)安裝以實(shí)現(xiàn)密封和擋風(fēng)雨。
b. 橡膠擋風(fēng)雨條應(yīng)在導(dǎo)軌兩邊安裝，以減少空氣在窗簾兩端滲透。 橡膠不得少于1.60 mm厚。 擋風(fēng)雨條應(yīng)采用連續(xù)條鋼附著導(dǎo)軌安裝，允許破舊擋風(fēng)雨條的更換。
c. 門頭的擋風(fēng)雨條應(yīng)采用橡膠制品，不得少于1.60 mm厚，并且應(yīng)采用連續(xù)條鋼附著導(dǎo)軌安裝，允許破舊擋風(fēng)雨條的更換。
底桿
窗簾底桿應(yīng)采用兩種結(jié)構(gòu)槽鋼制作，ASTM A36或更好，熱浸鍍鋅處理。
組合安全裝置和抗天氣用密封條
a. 這一窗簾底部的組合安全裝置和抗天氣用密封條應(yīng)符合制造商的標(biāo)準(zhǔn)，采用電氣控制自動停止或扭轉(zhuǎn)窗簾。 抗天氣用密封條應(yīng)充分延展大門的長度，提供一個密封的抗天氣用緊密條。
b. 如果任何軋制鋼材大門在關(guān)閉位置有賴于地面上鋼軌頂端，該組合安全裝置和抗天氣用密封條應(yīng)采用三個單獨(dú)的單元（叢門窗到鋼軌、鋼軌之間），并應(yīng)延伸到地面。
每個鋼軌應(yīng)提供大門的保險裝置，且保險裝置的寬度等于鋼軌兩端的寬度加上50毫米，其高度等于地面上鋼軌高度加上75毫米。 加固大門應(yīng)橫向安裝保險裝置，當(dāng)大門打開時，環(huán)形橡膠圈線應(yīng)在保險裝置下端突出75毫米。
配件
線圈托架
線圈托架應(yīng)采用均勻紋理的高質(zhì)灰鑄鐵，或用不得少于6.35 mm厚的鋼板制造。 所有表面應(yīng)光滑平坦。
遮光罩
窗簾線圈應(yīng)安置在一個遮光罩里面。 遮光罩采用不得高于 0.635 mm熱浸鍍鋅鋼板，符合ASTM A525 對G90 涂料級別或更好的涂料等級的適用規(guī)定。 應(yīng)在窗簾指定之前進(jìn)行鍍鋅理實(shí)現(xiàn)良好的涂料附著力。
應(yīng)根據(jù)指示提供或視需要提供單獨(dú)的鍍鋅鋼板金屬與烤搪瓷封閉件，以關(guān)閉遮光罩上方與鄰近的墻壁或結(jié)構(gòu)提供抗天氣密封條。
導(dǎo)軌
應(yīng)采用結(jié)構(gòu)鋼形狀構(gòu)成， ASTNA A36或更好，以提供足夠深的插槽以保留窗簾在導(dǎo)軌里。應(yīng)在每個導(dǎo)軌上提供連續(xù)柄緊鎖以錨固風(fēng)鎖。 導(dǎo)軌應(yīng)進(jìn)行熱鍍鋅處理。
鎖
可鍛鑄鐵底鎖應(yīng)在大門的每個板條上提供。
風(fēng)鎖
外部門的每個板條上不論寬度應(yīng)提供風(fēng)鎖， 室內(nèi)門應(yīng)有需要時提供。 風(fēng)鎖的抗風(fēng)能力應(yīng)視如上所述的風(fēng)荷載所指明的要求。
電機(jī)運(yùn)作滾動鋼門應(yīng)用于大型的通道入口。 當(dāng)安裝在防火墻上時，卷簾門應(yīng)具有U.L.標(biāo)簽或同等批準(zhǔn)。
Glazing compound shall be in accordance with the manufacturer's
recommendations.
d. Setting blocks and spacer shims shall be made of neoprene rubber
and shall be provided as recommended by the glass manufacturer.
Door Frames
The frames for hollow metal doors shall be steel channel frame (ASTM A36) or pressed metal frames (prime quality cold rolled carbon steel). Where a fire rated frame is required, the frame construction shall be used.
Hardware
Hardware for the door shall include locks, butts, closers, holders, panic devices etc. The fasteners shall be Type 304 stainless steel for exterior doors and brass type for interior doors. All hardware shall meet the Owner's prior approval.
DOOR CONSTRUCTION DETAILS General Provision
a. All doors shall be seamless hollow steel construction conforming to
ANSI A123.1, with each door formed from two face sheets of steel.
No seam shall occur on the door faces or sides. The top and bottom
of the door shall be closed and the internal construction shall consist
of steel rib stiffeners.
b. All doors provided in the air conditioned room shall be insulated with
fibrous glass or mineral wool of 48.00 kg per cubic meter density,
having Underwriters Laboratories certification for the service.
Door Details
a. Bottom clearance : Shall be maximum 3 mm
between bottom of door and finish floor.
b. For doors with full mortise butts : Doors and frames shall be
mortised to receive butts.
c. Bottom drips : Shall be provided on all exterior
doors.
d. Astragals : Shall be provided on the active
leaf of all double doors.
e. Door stop seals : Shall be provided on all doors.
f. Glazing details : Shall be provided with fixed glass
0310301
Revision 0 Part 4.4 - 273 PLTU Adipala (PLTU 2 Jawa Tengah)
1 x (600-700 MW) Location Cilacap
BOOK III
PART 4.4. Civil Works 4.4.3 Technical Specification
stop on the exterior side and removable glazing bead on the interior side of a door.
DOOR TREATMENT Exterior Doors
a. Both sides of face sheets, all surfaces of internal stiffeners,
reinforcing, etc. and all other steel accessories forming an integral
part of the door shall be hot dip galvanized in accordance with
applicable requirements of ASTM A123, A153, A385, A386 and other
applicable ASTM Standard Specifications for hot dip galvanizing of
materials. The minimum weight of galvanizing shall be that for G90.
Poorly galvanized work will be rejected.
b. After fabrication of the door is completed, all exposed surfaces shall
be properly cleaned and shall receive primer paint baked on at 150°C
for not less than one half hour.
Interior Doors
a. Inside surfaces of doors shall be treated, before fabrication, with a
rust inhibitor, as approved by the Owner.
b. Exposed surfaces of doors shall be treated with Bonderite after
fabrication.
c. Primer paint shall be applied and baked on at 150°C for not less than
one half hour.
ROLLING STEEL DOORS
CURTAIN
Exterior Doors
Curtain for exterior doors shall be of interlocking slats, roll formed (not drawn) from not lighter than 1.27 mm hot-dip galvanized steel sheets of structural quality, conforming to the applicable requirements of ASTM A446 for Grade A steel, or better, with not less than G90 galvanizing. Galvanized surfaces shall be provided with phosphate coating for good paint adhesion (painting shall be also by this Bidder).
Interior Doors
Curtain for interior doors shall meet the same requirements as for exterior doors, except that slats shall be of manufacturer's standard gauge required for these doors.
0310302
Revision 0 Part 4.4 - 274 PLTU Adipala (PLTU 2 Jawa Tengah)
1 x (600-700 MW) Location Cilacap
BOOK III
PART 4.4. Civil Works 4.4.3 Technical Specification
Slats
Slats of flat exterior design shall be formed in easy curves without sharp bends, and shall be of the proper size and cross section to maintain the deflection within safe allowable limits. Assembly of slats shall be such that damaged slats can be removed and replaced easily.
Coiling
Curtain shall be coiled on a steel pipe of sufficient size to carry the door load with vertical deflection not to exceed 0.80 mm per 300 mm of opening width, and evenly balanced with helical springs contained in the pipe. All springs shall be anchored to the tension rod, and held in position by the same adjusting wheel, which shall be accessible from the outside.
Weather Stripping
a. Weather stripping shall be provided for all exterior doors, essentially
continuous around each door, for an airtight and weather tight seal.
b. Rubber weather stripping shall be provided on both sides of guides to
reduce the infiltration of air around the ends of curtain. Rubber shall
be not less than 1.60 mm thick. Weather stripping shall be attached
to guides with continuous flat bars arranged to permit replacement of
worn weather stripping.
c. Weather stripping at door head shall be sheet rubber, not less than
1.60 mm thick and shall be attached to head with a continuous flat
plat to permit replacement of worn weather stripping.
Bottom Bar
The curtain bottom bar shall be made of two structural steel angles, ASTM A36 or better, with hot dip galvanized finish.
Combination Safety Device and Weather Seal
a. This combination safety device and weather seal at the bottom of
curtain shall be manufacturer's standard, with electrical control to
stop and reverse curtain travel automatically. Weather seal shall be
extended full length of the door to provide an airtight and weather
tight seal.
b. If any rolling steel door in closed position rests on the top of railroad
track rails which project above floor level, the combination safety
device and weather seal shall be in three separate sections (from
jambs to rails on both sides, and between rails) and shall extend to
floor level. A cutout in door at each rail shall be provided, with the
width of cutout equal to rail head width plus 50 mm and the height of
cutout equal to rail height above floor plus 75 mm. Reinforcement of
door shall be made horizontally across cutout sections, and loop type
2013.5.11