【正文】 n suspending hole carried to basic center place and put direction as the ichnography place on site.● 主吊及抬尾吊耳位置、方位按提供給上海醫(yī)藥工業(yè)設(shè)計院的條件執(zhí)行?！?According to the conditions supplied to Shanghai medicament industry academy of design, perform the places and directions of main suspending and trail hole. 其它設(shè)備Other facilities抬尾吊耳在正上方Suspending trail hole in the median above place按現(xiàn)場平面圖位置擺放Put as the ichnography place on site方向按現(xiàn)場平面圖位置擺放。Put as the direction as the ichnography place on site46 / 46 大型設(shè)備擺放位置詳見附圖《大型設(shè)備吊裝平面圖》 See the closed form about the putting places of the heavy faciilities 序號Ref NO設(shè)備位號NO of Facilities擺 放 要 求備注Remarks塔頭朝向Direction of Tower Head塔頭坐標(biāo)Cooperate of Tower Head兩主吊耳方位Orientations of the two main Suspending Holes塔尾部吊耳方位Orientation of Suspending Hole in Tower Trail1E2001A塔頭朝東EastE 3624 N 3442水平放置Horizent抬尾吊耳向上up2E2001B塔頭朝東EastE 3624 N 3423水平放置Horizent抬尾吊耳向上up3E3004/3006/3007塔頭朝北NorthE 3650 N 3350水平放置Horizent4R3001塔頭朝西WestE 3716 N 3314水平放置Horizent抬尾吊耳向上up5R3002塔頭朝西WestE 3710 N 3332水平放置Horizent抬尾吊耳向上up6T2001塔頭朝東EastE 3614 N 3423水平放置Horizent抬尾吊耳向上up higher for tower7T2003塔頭朝東EastE 3631 N 3448水平放置Horizent抬尾吊耳向上up higher for tower8T4001塔頭朝西WestE 3651 N 3448水平放置Horizent抬尾吊耳向上up higher for tower9T4003塔頭朝東EastE 3642 N 3451水平放置Horizent抬尾吊耳向上up higher for tower10E4003A設(shè)備頭朝西NorthE 3725 N3342水平放置Horizent抬尾吊耳向上up11E4003B設(shè)備頭朝西NorthE 3725 N3348水平放置Horizent抬尾吊耳向上up12E4003C設(shè)備頭朝西NorthA 3725 B3354水平放置Horizent抬尾吊耳向上up13E3009AA 3725 B 3360水平放置Horizent14E3009BA 3725 B 3366水平放置Horizent5. 吊車性能特點： Functions and features of crane 吊車分SSL、SVFL等6種工況，最大起重能力為1250t； Six conditions for crane of SSL, SVFL and so on, the most lifting capacility is 1250t 吊車長15米，； Crane is 15m(L), (W) and (H)。 吊車的機(jī)動性能好，可載重行走； Good flexibility of crane, which can walk with loading as well。 吊裝能力優(yōu)越，超起配重600t，超起半徑最大25米。 Excellent lifting of super lifting 600t and the most semidiameter is 25meter.6． 吊車組裝位置和移動位置以及各吊裝作業(yè)位置： Coordinate of the CC8800 pedrail suspending station車位序號Crane Station No.E坐標(biāo)Cooperate EN坐標(biāo)Cooperate N所吊設(shè)備位號Lifted equipment No.13433T4003 T4001 236443432T2001 T2003 E2001A/B336703351R3001 R3002 E3004/3006/3007E4003A/B/C E3009A/B7. 吊車站位及移動對場地的要求： Requirements for lifting site by crane standing position and moving: 影響吊車占車及行走的設(shè)備基礎(chǔ)及施工時間要求: Requirements for facilities basic and construction time of influencing crane by being occupied and moved: 1） 吊車站位1: 裝置北界區(qū)外管廊、P4013A/B/C、P4016；基礎(chǔ)03年11月24日后施工。 Crane station 1: outer pipe porch of installation North boundary P4013A/B/C. P4016。Construct the basic from November 24, 2003. 2） 吊車行走： D600P601P6004 and P6006；基礎(chǔ)03年11月24日后施工。 Crane moving: D6005, P6011, P6004 and P6006。 Construct the basic from November 24, 2003. 3） 吊車站位3： Z600X60P601P6016A/B；基礎(chǔ)04年2月20日后施工。 Crane station 3: Z6008, X6010, P6015 and P616A/B。 Construct the basic from February 20, 2004.4） 吊車站位影響的地下管道在吊車退場后開始施工。 北區(qū)：03年11月24日開始，南區(qū)：04年2月20日開始。 The underground pipeline influenced by the crane station will construct after exit of crane, the North: November 24, 2003。 the South: February 20,2004. 吊車承載地基處理設(shè)計計算：（3公司負(fù)責(zé)） Design calculation of loading basic treatment: (No. 3 pany in duty) 地基處理（由3公司提出）Groudwork disposal8． 吊裝計算及依據(jù)： Calculation basic for lifting 編制說明 Explanation for piling 適用范圍 Applicable scope 本方案適用于上海賽科石油化工有限責(zé)任公司50萬噸/年乙苯/苯乙烯裝置大型設(shè)備的吊裝，涉及到重量在100t以上的設(shè)備共計17臺。This scheme is applicable to suspending heavy facilities, which involved 17sets over 100 ton each, with installation of 500,000t/y for Ethylbeneze amp。 Styrene of Shanghai SECCOpetro Company Limited. 編制依據(jù) Compiling references1） 國家（行業(yè)）有關(guān)標(biāo)準(zhǔn)、規(guī)范； The relative standards and regulations of nation (trade)?！洞笮驮O(shè)備吊裝工程施工工藝標(biāo)準(zhǔn)》SHJ 51590； Technics Standards for Construction of Suspending and installing heavy facilities, SHJ51590 ——《石油化工施工安全技術(shù)規(guī)程》SH 35051999； Safety technology regulations for construction of Petrochemichal, SH35051999；——《建筑地基基礎(chǔ)規(guī)范選編》中國建筑工業(yè)出版社1993年版； Chapters from architecture groundwork basic regulations, China architecture industry publishing pany, 1993 edition——《起重工操作規(guī)程》SYB411280；Operation regulations for craneman, SYB411280；2） SECCO IPMT提供的設(shè)備規(guī)格表（4月23日）及相關(guān)圖紙，詳見設(shè)備表； Specification form and related drawings of facilities supplied by SECCO IPMT (April,23), see equipments table for details；3） 上海項目工程部提供的50萬噸/年乙苯/苯乙烯裝置安裝工程施工投標(biāo)文件； Tender documents, construction of 500,000t/y installation for Ethylbeneze amp。 Styrene Plant, supply by Shanghai Project Engineering Department。 4） 上海項目工程部提供的圖號為A1 1087000010J的裝置平面布置圖； Ichnography A1 1087000010J of installation supplied by Shanghai Project Engineering Department。 5） DEMAG CC8800型1250噸履帶式吊車性能表。 Capability form of 1250ton pedrail crane Model DEMAG CC8800. 總體吊裝方案 Wholel suspending scheme 工程概況Project general1） 場地條件Site conditions上海賽科50萬噸/年乙苯/苯乙烯裝置屬于新建項目，整個裝置作業(yè)面開闊。裝置界區(qū)達(dá)180米120米，因此場地環(huán)境較好，有利于進(jìn)行大型設(shè)備的吊裝作業(yè)。另外裝置內(nèi)道路按照設(shè)備進(jìn)廠、DEMAG CC8800型1250噸履帶式吊車行走及吊裝對地面承載力的要求進(jìn)行施工。Shanghai SECCO 500,000t/y Ethylbeneze amp。Styrene Plant is a part of new projects, the whole installation site is wide and its boundary is 180 m*120 m, so the environment is better for suspending heavy facilities. Otherwise, roads inside installation site construction is in acc