建筑漏水检测流程翻译-中英对照
漏水测试
完工的屋面和壁板安装应绝对没有水泄漏的现象。 雇主保留在安装过程中随时对屋面和壁板进行漏水测试的权利。
在这种水泄露测试中，应发现任何可能存在的水泄露。 屋面和/或壁板应根据雇主的指示拆开，接头应用指定的密封胶或胶带重新密封，重新安装屋面和/或壁板。 接头应安装雇主的指示对所有随后的面板进行密封。
保修
安装验收后，投标人应提供一份书面保修给业主，保证氟碳涂层依照持牌制造商过程指示并符合下列标准，在正常条件使用最低10年。（投标人应说明保修年数和免费更换有缺陷
面板的次数）：
粉化不会超过ASTM D659 No. 8级。 粉化级别应取决于ASTM D659概述的程序。
依照ASTM D2244 规定的标准，去除外部沉积和粉化，色差不会超过5个NBS单位。
不会
目录
第三册
第4.4部分 土建工程
4.4.3.24 其他建筑工程.....................................................................................................270
4.4.3.24.1 工程范围...........................................................................................270
4.4.3.24.2 规范与标准.......................................................................................271
4.4.3.24.3 门......................................................................................................271
4.4.3.24.4 窗......................................................................................................278
4.4.3.24.5 百叶窗..............................................................................................281
4.4.3.24.6 地面工程...........................................................................................283
4.4.3.24.7 石方工程...........................................................................................289
4.4.3.24.8 天花板工程.......................................................................................294
4.4.3.24.9 水管..................................................................................................296
4.4.3.24.10 天棚................................................................................................314
4.4.3.24.11 木工工程.........................................................................................316
4.4.3.24.12 建筑用具和专业用具.......................................................................318
4.4.3.24其他建筑工程
4.4.3.24.1工程范围
其他建筑工程应包括投标人对本规范所涵盖的下列工程的设计、详细说明、家具、安装检验和测试，适用于投标人的建设工作参见“工程概述”，技术规格参见
“通用土建和建筑设计的要求”。 所有材料和施工应保持整洁，须获得业主的事先批准并执行最佳的现代实践。
门
- 中空金属门
- 钢卷门
- 铝制门
窗
- 铝制上悬窗
- 铝制平移窗
- 铝制固定窗
百叶窗
- 固定百叶窗
地面工程
- 整体修整
- 混凝土地面单独修整
- 陶瓷
石方工程
- 砌砖工程
- 抹灰工程
天花板工程
- 天花板方格
- 吸声天花板
水管
- 地面排水管
- 屋面排水管
- 下水管道装置
天棚
木工工程
建筑用具
- 厨房成套家具
- 钢储物柜
4.4.3.24.2规范与标准
摘自“规范和标准”中下列组织制定的规范和标准特别适用于本规范的设计、制造和测试工作：
AA 美国铝业协会
AAMA 美国建筑门窗工业协会
ACI 美国混凝土学会
AMCA 美国通风与空调协会
ANSI 美国国家标准学会
ASTM 美国材料与试验协会
AWWA 美国用水工业协会
LIA 美国铅工业协会
JIS 日本工业标准
NAAMM 美国建筑用金属制造商协会
NEMA 美国电气制造商协会
NFPA 美国消防协会
SSPC 美国防护涂料协会
UL 美国保险商实验室协会
N.1.5. Peraturan konstruksi kayu indonesia (印尼木结构规例)
N.J.10. Bata merah sebagai bahangangunan (印尼砖标准)
ICE 国际电工委员会
4.4.3.24.3门
概述
投标者设计和提供的所有门应满足以下最低要求：
设计荷载
风荷载
外部门的设计应能承受150 kg/m2最低风压，室内门应能承受100 kg/ m2最低风压；该标准一律适用于大门的整个区域。
受到风力的大门最大挠度应达到宽度跨度的1/120。
操作负荷
所有外部门的设计应能在50 kg/m2的最低载荷下正常使用，一律适用于大门的整个区域。
推拉中空金属门
中空金属门的使用
I类门
无缝空心钢结构建筑，与1.5875毫米面板和额外的管型加固、铰式门窗边框和锁具或推拉配件，并准备表面铰链，除非另有说明。
I类门应适用于所有外部门的位置。I类门也可用于暴露在交通繁忙地区的室内门、滥用的大门和具有极端室内外温差的大门。
II类门
无缝空心钢结构建筑，与1.27毫米面板和额外的管型加固,准备开榫铰接，除非另有说明。II类门是在门关闭位置。
中空金属门
该类型的门应采用嵌入式。 为了安全或顺利操作应使用观察窗，即：在大门处于关闭状态时通过观察窗查看门的另一边发生了什么。
材料
面板应碾压平整，采用优质冷轧碳钢。
加劲肋、加固件和其他配件，应采用优质碳素钢。
玻璃
a. 玻璃装配应符合ANSI Z97.1的要求。
b. 普通的大门玻璃应包括至少为6毫米厚的抛光线钢筋玻璃。
c. 镶玻璃材料应依照制造商的建议。
d. 调整块和调整垫片应采用氯丁橡胶制造，并应根据玻璃制造商的建议提供。
门框
中空金属门门框应采用槽钢门框(ASTM A36)或压型金属门框(优质冷轧碳钢)。 凡是要求具有防火门时，应使用门框结构。
硬件
大门的硬件应包括锁、拉手、闭合器、门吸、逃生门推杆锁等。该紧固件应采用304型不锈钢用于外部门，黄铜用于室内门。所有的硬件应符合业主的事先批准。
大门施工细节
总则
a. 所有的大门应遵照ANSI A123.1采用无缝空心钢结构，每个大门采用两块面钢构成。 大门表面或侧面部应出现裂缝。 大门的顶部和底部应封闭，内部结构应采用钢加劲肋
组成。
b. 所有为空调房间提供的大门每立方米密度应采用48.00 kg的纤维玻璃或矿棉，并且保险商实验室协会认证该服务。
大门细节
a. 底部净距 ：大门底部和地面之间应最高3毫米。
b. 对于具有榫眼的大门 ：大门和门框应开榫眼。
c. 底部滴水 ：所有大门应提供。
d. 装饰镶条 ：所有大门的活动叶片应提供。
e. 门窗密封条 ：所有大门应提供。
f. 玻璃细节 ：外部门应提供固定玻璃，大门的内侧应提供可移动的镶玻璃条。
WATER TESTING
The completed roofing and siding installation shall be such that absolutely no water shall leak through. The Employer reserves the right to conduct water leakage tests on installed roofing and siding at any time during the installation.
Should any leakage be discovered during such leakage test. The roofing and/or siding shall disassemble to the extent directed by the Employer and joints shall be resealed with specified sealant or tape, and the roofing, and/or siding reinstalled. Joints shall be sealed as directed by the Employer on all subsequent panels.
Warranty
The Bidder shall furnish the Owner, upon acceptance installation, a written warranty that fluorocarbon organic coating has been applied in accordance with licensee manufacturers process instructions and under normal conditions; and it shall meet the following standards for a minimum period of 10 years (the Bidder shall state the number of years warranty and also the number of times he will replace any defective panels without charges of any kind):
Will not chalk in excess of ASTM D659 No. 8 rating. Chalk rating shall be determined by the procedure outlined in ASTM D659.
Will not change colour more than 5 NBS units as determined in accordance with procedures set forth in ASTM D 2244, after removal of external deposits and chalk.
Will not crack, check or peel (lose adhesion).
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TABLE OF CONTENT
BOOK III PART 4.4 CIVIL WORKS
4.4.3.24 MISCELLANEOUS ARCHITECTURAL WORK 270
4.4.3.24.1 SCOPE OF WORK 270
4.4.3.24.2 CODES AND STANDARDS 271
4.4.3.24.3 DOORS 271
4.4.3.24.4 WINDOWS 278
4.4.3.24.5 LOUVERS 281
4.4.3.24.6 FLOOR FINISH 283
4.4.3.24.7 MASONRY WORK 289
4.4.3.24.8 CEILING WORK 294
4.4.3.24.9 PLUMBING 296
4.4.3.24.10 BUILT-UP ROOFING 314
4.4.3.24.11 CARPENTRY WORK 316
4.4.3.24.12 BUILDING APPLIANCES & SPECIALTIES 318
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4.4.3.24.1 SCOPE OF WORK
Miscellaneous Architectural Work shall include Bidder's designing, detailing, furnishing, installing inspection and testing of the following work covered by this specification and as applicable to Bidder's building work refers to "Summary of Work" and Technical Specification refers to "General Civil and Architectural Design Requirements". All materials and workmanship shall be neat and in accordance with the best modern practice and subject to prior approval of the Owner.
DOORS
- Hollow metal doors
- Rolling steel doors
- Aluminum doors
WINDOWS
- Aluminum top hung
- Aluminum horizontal projected
- Aluminum fixed windows
LOUVERS
- Fixed louvers
FLOOR FINISH
- Monolithic finish
- Separate concrete floor finish
- Ceramic
MASONRY
- Brick work
- Thin set tiles
CEILING WORK
- Louvered grid ceiling
- Acoustic ceiling
PLUMBING
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- Floor drains
- Roof drains
- Plumbing fixtures
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PART 4.4. Civil Works 4.4.3 Technical Specification
BUILT-UP ROOFING CARPENTRY WORK BUILDING APPLIANCES
- Kitchen unit.
- Steel lockers
4.4.3.24.2 CODES AND STANDARDS
The codes and standards of the following organizations extracted from "Codes and Standards" are specifically applicable to the design, manufacture and testing of the work included in this Specification:
AA Aluminum Association, U.S.A
AAMA Architectural Aluminum Manufacturers Association, U.S.A.
AC I American Concrete Institute
AMCA Air Movement and Control Association, Inc. U.S.A.
ANSI American National Standards Institute Inc.
ASTM American Society for Testing and Materials
AWWA American Water Works Association
LIA Lead Industries Association, Inc. U.S.A
JIS Japan Industrial Standard
NAAMM National Association of Architectural Metal Manufacturers,
U.S.A
. NEMA National Electrical Manufacturers Association, U.S.A
NFPA National Fire Protection Association, U.S.A
SSPC Steel Structures Painting Council, U.S.A.
UL Underwriters Laboratories, U.S.A
N.1.5. Peraturan Konstruksi Kayu Indonesia (Indonesian
Regulation for Wooden Structure)
N.J.10. Bata Merah sebagai BahanBangunan (Indonesian
Standard for Bricks)
IEC International Electrotechnical Commission
4.4.3.24.3 DOORS
GENERAL
All doors shall be designed and provided by Bidder and meet the following minimum requirements:
DESIGN LOAD Wind Load
Exterior doors shall be designed to withstand a minimum wind pressure of 150 kg/m2 and interior doors 100 kg/m2, uniformly applied over the entire
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area of the door. The maximum deflection of the door under wind pressure loading shall be 1/120 of the width span.
Operating Load
All exterior doors shall be designed to operate under a minimum of 50-kg/m2 load uniformly applied over the entire area of the door.
SWING HOLLOW METAL DOORS HOLLOW METAL DOOR USAGE Class I Doors
Seamless hollow steel construction, with 1.5875 mm face sheets and additional tubular reinforcement at head, hinged jamb and locksets or push-pulls and prepared for surface hinges and through belted to door, unless otherwise indicated.
Class I doors shall be used for all exterior door locations. Class I doors shall also be used for interior doors that are exposed to heavy traffic areas, doors that are exposed to abusive usage or doors that are exposed to extreme difference in room pressure.
Class II Doors
Seamless hollow steel construction, with 1.27 mm face sheets and additional channel reinforcement at head and prepared for mortise hinges, unless otherwise indicated. Class II doors shall be used for all interior door locations.
HOLLOW METAL DOOR TYPE
The doors shall be flush type. Vision light shall be used when desired for a safety reason or required for a plant operating reason i.e. to view what is on the opposite side of the door when the door is in the closed position.
MATERIALS
Face sheets shall be roller-leveled or stretcher-leveled prime quality cold-rolled carbon steel.
Stiffeners, reinforcing and other accessories shall be prime quality carbon steel.
Glazing
a. Glazing shall conform to the applicable requirements of ANSI Z97.1.
b. Normal door glass shall consist of minimum 6 mm thick clear
polished wire reinforced glass.
2013.5.9