乙烯基橡胶材料说明书翻译-中英对照
挡风雨条
乙烯基橡胶球状密封
扣件
用14个由305类型镀镉不锈钢，粘合不锈钢和氯丁橡胶垫圈制成的自旋螺丝固定。扣件之间的间距最大为30厘米。
上釉
一般条款
a 密封
所有的上釉用乙烯基橡胶球状将在其周围密封，特别是在上釉板和窗扇之间，以保证耐候性良好。
b 固定
上釉板的固定应该是在每块板的边上钳住固定，而不是在板上穿洞。用钳子固定时应保证每块上釉板的位置至少能够承受设计荷载的两倍，但也要能允许板适度的膨胀。
用镶板来做支撑时，用带有铝帽的并可允许镶板膨胀的竖框条来固定窗户的垂直方向的竖框。用305类型镀镉不锈钢，粘合铝或不锈钢和氯丁橡胶垫圈制成的自旋螺丝来固定窗户的水平方向。
c清洗
在开窗安装窗扇之前，所有的上釉板应清洗掉所有的标签，污迹和颜料，并且里外都要清洗干净。
d 损坏的玻璃
投标人应免费更换所有在安装过程中损坏的玻璃。
种类
a. 玻璃上釉板
至少6毫米厚的灰色抛光浮法平板玻璃，带有热反射膜。
b. 隔热玻璃上釉板
一共至少25毫米厚，包括外面一层6毫米带有热反射膜的灰色浮法平板玻璃，里面一层6毫米清洁抛光浮法平板玻璃，和中间13毫米的空气夹层。
隔热玻璃上釉板使用在用空调设备的办公室的窗户中。
装配
所有的窗户安装时必须垂直，水平，成直角，须不间断地堵缝以保证框架和壁板，泥瓦和混凝土之间的所有接口耐候性良好或在制造商的推荐下涂上一层硅树脂橡胶密封剂。
4.4.3.24.5 天窗
概述
天窗的位置和区域由通风要求决定。
天窗类型
所有的天窗应为固定的类型。
设计荷载
风荷载
所有外部的天窗应设计成能承受的风荷载为150千克/平方米 。
风荷载设计
除非特殊说明，所有外墙的天窗和天窗框架，包括竖框，连接，扣件和其他零件的设计应能承受每扇天窗整个范围的特定风荷载，而不会出现永久性毁坏，过量的单位面积允许应力和偏差。可允许的偏差不超过20毫米。
设计要求
自由区域
自由区域至少为45%，由AMCA 标准500中的等式决定。
承受雨量
根据AMCA 标准500所测试，见图5.4和5.5，在通过自由区域的速度为240米每分钟时，内有纱窗的天窗的静态起始和最大的承受雨量不超过3.8毫米水位。
水渗漏
当通过自由区域的速度分别为240米每分钟和300米每分钟时，15分钟内，通过天窗渗漏到自由区域中的水每平方不能超过60和250毫升。每次测试中水流速度和持续时间长度应是AMCA 标准500所规定的最小值。
天窗尺寸
天窗和天窗框架厚度为15厘米。每一扇天窗的宽度最大不能超过1.75米，高度不能超过5米。
纱窗
所有的天窗都必须提供铝合金纱窗。
装配
所有的天窗都必须由焊接或机械的扣件装配。
天窗管道
天窗须有可排水的管道。
天窗竖框
水平和垂直的天窗竖框应按要求提供。
装配角度
按照铝要求的装配角度。在使用乙烯基垫圈密封时，装配角度应开槽以便能永久性地密封。
材料
天窗框架和管道
天窗框架和管道使用压延6063-TS铝合金。最小厚度为3毫米。
纱窗
框架使用厚度至少为2毫米的可再接压延6063-TS铝合金。
WEATHER STRIPPING Vinyl rubber bulb seal. FASTENERS
Shall be # 14 self-tapping screws made of Type 305 stainless steel, cadmium plated, with bonded combination stainless steel and neoprene washers. Spacing of fasteners shall be 30 cm O.C. maximum.
GLAZING General Provision a Seal
All glazing shall be sealed with vinyl rubber bulb seal all around, between the glazing and the sash, to obtain weather tightness.
b. Fastening
Fastening of glazing sheets shall be by continuous clamping action around the edges of each sheet and no holes shall pierce the sheets. Clamping action shall maintain the sheets in place under a load equal to at least twice the design load, but shall also permit for proper expansion of the sheet.
For fastening panels to supports, fasten to vertical mullions of windows with aluminum cap mullion strip designed to permit expansion of panels and fasten to horizontal members of windows with Type 305 stainless steel self-tapping screws, cadmium plated, with bonded combination aluminum or stainless steel and neoprene washers.
c. Cleaning
All glazing sheets shall be cleaned of all labels, dirt, paint etc. and washed cleanly inside and outside, just prior to hanging of sash in window openings.
d. Broken Glass
Bidder shall replace all glass broken during construction at no cost to Owner.
Type a. Glass Glazing
Shall be minimum 6 mm thick Gray tinted polished float glass with heat reflective coating.
0310303
Revision 0 Part 4.4 - 280 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
b. Insulating glass glazing
Shall be minimum 25 mm overall thickness which consist of 6 mm gray tinted polished float glass with heat reflective coating outboard and 6 mm clear polished float glass inboard with 13 mm air space between.
Insulating glass glazing shall be used for windows in air-conditioned offices control rooms etc.
ERECTION
All windows shall be set plumb, level, square and shall be continuously caulked to provide weather tight seal at all joints between frames and siding, masonry, concrete or girt with silicone rubber sealant per manufacturer's recommendation.
4.4.3.24.5 LOUVERS
GENERAL
The location and the area of the louvers shall be determined by ventilation requirements.
LOUVER TYPE
All louvers shall be fixed type.
DESIGN LOAD
WIND LOADS
All exterior louvers shall be designed for a wind load of 150 kg/m2
WIND LOAD DESIGN
Unless otherwise indicated, all louvers and louvers frames in exterior walls, including connections, fasteners arid other accessories, shall be designed to withstand the specified wind loads over the entire area of each louvers, without permanent distortion and without exceeding allowable unit stresses and allowable deflections. Allowable deflections shall be 20 mm maximum.
DESIGN REQUIREMENTS FREE AREA
The free area shall be 45% minimum as determined by using the equation in AMCA Standard 500.
Revision 0 Part 4.4 - 281 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
PRESSURE DROP
Both the intake and exhaust static pressure drops through a louver with an interior screen shall not exceed 3.8 mm wg (water gauge) at a velocity of 240 m/min through the free area when tested according to AMCA Standard 500, Figures 5.4 and 5.5 (wall mounted).
WATER PENETRATION
Water penetration of a louver shall not exceed 60 and 250 cc of water per m2 of free area in 15 minutes, at free area velocities of 240 and 300 m/min, respectively. The water flow rates and length of time for each test shall be the minimum values specified in AMCA Standard 500.
LOUVER SIZE
Louvers and louvers frames shall be 15 cm in depth. The maximum louvers width shall be limited to 1.75 m and the maximum louvers height shall be limited to 5 m for a single louvers.
SCREENS
All louvers shall be provided with aluminum insect screens.
ASSEMBLY
Louvers shall be assembled by welding and/or mechanical fasteners.
LOUVER BLADES
Louvers shall have drainable blades.
LOUVER MULLIONS
Horizontal and vertical louvers mullions shall be provided as required.
MOUNTING ANGLES
Shall be continuous aluminum mounting angles as required. When using vinyl gaskets for sealing, the mounting angles shall be grooved for permanent insertion of seals.
MATERIAL
LOUVER FRAMES AND BLADES
Louvers frames and blades shall be extruded 6063-TS aluminum alloy. The minimum thickness of louvers frames and blades shall be 3 mm.
SCREENS
Screen frames shall be 6063-TS extruded aluminum with a minimum thickness of 2 mm, and shall be rewirable. The screens mounted on the
- C310310
Revision 0 Part 4.4 - 282 PLTU Adipala (PLTU 2 Jawa Tengah)
1 x (600-700 MW) Location Cilacap
2013.5.13