閥門箱安裝翻譯-中英對照
閥門箱為圓形使用鑄鐵制成并附有封蓋。
e.園亭閥門箱
園亭閥門箱為箱式使用鑄鐵制成并附有封蓋. 箱底部設(shè)計方便排水。
f 管溝蓋板和框架
框架和錨具必須為焊接結(jié)構(gòu)，必須檢查結(jié)構(gòu)鋼角鋼和封蓋的板材。
框架施工必須使框架頂部和蓋板層與齊平。
槽管可以舉升. 蓋板和暴露邊緣框架的全部尖銳邊緣和毛絲必須移除。
蓋板的大小的設(shè)計必須方便移動。
板材的厚度為6毫米，有加強板，要求限制板材撓度.
材料符合JIS G3101-SS41規(guī)定，或者同等標(biāo)準(zhǔn)。
g.防水入孔框架和蓋板
防水入孔框架和蓋板安裝的位置必須符合圖紙要求. 框架和蓋板為重型設(shè)計，水壓為在3千克/cm2或更多，直徑為700毫米�？蚣艿撞亢晚敳俊⑾鹌ひr墊和排氣閥的不銹鋼蓋不得有凸緣。
實施
安裝作業(yè)
a.高架水箱作業(yè)
a.1高架水箱的位置由投標(biāo)商安排并獲得業(yè)主的批準(zhǔn)。
高架水箱必須用錨栓固定，必須有足夠的強度，保證不會側(cè)滑或水平震動或風(fēng)力造成的移動。
a.2高架水箱必須在一個鋼結(jié)構(gòu)基礎(chǔ)的水平面上安裝，并且基礎(chǔ)能夠均勻承受負(fù)荷。高架水箱和鋼結(jié)構(gòu)基礎(chǔ)必須使用錨栓固定牢固，要求能承受風(fēng)壓和其它負(fù)荷.
a.3在安裝之后的，高架水箱必須用水進行清洗，隨后，油箱將使用鈉次氯酸鹽溶液進行消毒處理。
a.4 高架水箱相連的管道的支撐物重量不得施加到水箱上。
除了排水管道和通氣管，水箱各自相連的管道必須使用柔性連接。
b. 衛(wèi)生潔具、附件和裝置
b.1 總則
如果混凝土墻壁或者磚墻上有懸掛裝置，必須使用膨脹螺栓。
如果墻上安裝有一個金屬面板或者輕便的鋼架板，鋼板和加工的角度材料或者堅固木塊必須提前固定到衛(wèi)生潔具上。
如果衛(wèi)生潔具的一部分嵌入在混凝土種，接觸混凝土或者灰漿的衛(wèi)生潔具部分必須有3毫米的最小厚度用瀝青覆蓋；
不過，衛(wèi)生潔具接觸下表面，例如立地式便池，可以用沙料填充。
b.2大便池
在確定具體位置后，大便池上末端必須確定在適當(dāng)?shù)乃轿恢茫?br />
在大便池和排水管道導(dǎo)管連結(jié)前，導(dǎo)管的連接末端必須在凸緣直徑處張開，并且在凸緣的外部表面之間插入非干性密封材料之后，完成連結(jié)。大便池和排水管道導(dǎo)管的連結(jié)通過從上面固定螺母固定。外部末端張開處的面板厚度不超過2毫米，而且, 大便池和排水管道導(dǎo)管連結(jié)凸緣的末端必須能夠支撐吊架，這樣排水管道沒有任何負(fù)荷，可以直接作用與大便池。
SUBMITTALS
ENGINEERING DOCUMENTS, DESIGN
This specification describes the responsibilities and contractual obligation of the Bidder.
Bidder shall submit design drawing in 30 percent and 90 percent design stages. The 30 percent submittal shall include typical details. Bidder shall incorporate the Owner's comment on the 30 percent submittal into the continuing work and shall consider the 90 percent submittal as the final design product. Make change in the 90 percent submittal only as response to the Owner's comments.
ENGINEERING DOCUMENTS, DETAILING
Subsequent to the approval of the design drawing shop drawing and erection diagrams shall be submitted for all materials furnished, fabricated, delivered and erected. Shop drawings shall include details of all members and their connections and bill of materials showing the piece mark number, the number of members required, shape designation, detailed length, unit weight of each member, total weight for each member and total weight for each drawing. Erection drawings shall show the marking and position of each member, details of member's field connections, and bolt schedules for erection. An index of shop details and erection drawings shall be provided.
Design calculation shall be submitted for those connections that do not confirm to AISC Manual Connection Tables and are designed by the Bidder.
QUALITY CONTROL PROCEDURES
Bidder shall submit at least the following procedures.
Shop test and inspection procedures Field test and inspection procedures Welding procedures Non destructive testing procedures Cleaning and painting procedures Packaging and shipping procedures
QUALITY CONTROL DOCUMENTATION
The Bidder shall prepare and provide for the Owner the following quality control documentation.
0310352
Revision 0 Part 4.4 - 323 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
Material certificates and material test reports
Welding qualification reports Qualification report of manual welders and welding machine operators
Shop test and inspection reports Erection inspection report
Documentation that surface preparation and surface coatings have been examined and that all such preparations and coatings conform to the requirements. Welding inspection report including NDE reports, when applicable. Bolting Inspection Report.
4.4.3.25.5 MATERIALS
GENERAL REQUIREMENTS
Material shall conform to the specifications except that substitutes will be allowed if the Bidder obtains Owner's permission prior to fabrication.
SPECIFIC REQUIREMENTS Steel plates, sections and bars
Structural steel and all other steel including floor plates, ladders, cages guard plates etc. shall conform to applicable requirements of ASTM A36 -Standard Specification for Structural Steel.
Bolts
Bolts, nuts and washers shall conform to ASTM A 307, Grade A and ASTM A 563, Grade C (except round washers which shall conform to ANSI B27.2). High strength bolts shall conform to ASTM A 325 or ASTM A 490.
Welded Grating
Steel grating shall be fabricated from welding quality steel. Grating shall be galvanized steel unless otherwise specified and shall be the standard rectangular-opening type, electro-forged. All grating shall be banded at each ladder entrance and exit.
Area exposed to chemical attach shall have Fiberglass Reinforced Polyester (FRP) grating with FR gray grit top.
2013.5.24