中英文技术文件attachment stone cladding specification

1、Attaent A附件 AStone Cladding Specification石材外墙技术说明书Beijing IKEA ShopCenter京宜家购物中心Beijing P.R.China中国，ALT LIMITEDRev.Ie DateTitle001Aug. 2011Draft specs126 Aug. 2011100% DD Ie202 Dec.2011100% CD Ie320 Dec.2011Ie for TenderEXTERIOR STONE CLADDING石材外幕墙Table of Contents目录PART 1 GENERAL2第一部分 一般说明21.11.21.

2、1.10General Requirements （一般规定及要求）2Scope of Works （工作范围）2Reference（规范及标准）3System Description （系统说明）4Attic Stock （备料）5Performance and Testing Requirement （功能要求及测试规定）5Mock-ups （样板试验）22Field Measurements （现场测量）24Delivery Storage and Handling （、及操作）24Coordination（协调）26PART 2 PRODUCTS2

3、7第二部分 - 材料2Manufacturers （制造商）27Materials And Components （材料和构件）27Fabrication （加工）28PART 3 EXECUTION30第三部分 施工303.73.8Examination （检查）30Installation （组装及安装）31Field Set Stone Installation （现场干挂石材安装）32Jo, Widths, Alignments, and Tolerance （接缝，宽度，对齐及容许误差）33Repair and Poing （维

4、修及嵌填）33Protection and Cleaning （保护和） 34Ma Maenance Period （维修期限）35enance Manual （手册）36Beijing IKEA ShopCenter ChinaALT P- 120 December, 2011Stone Cladding Specification Ie for TenderPART 1 GENERAL第一部分 一般说明1.1A.GENERAL REQUIREMENTS （一般规定及要求）All work of this section shall comply with the requirements

5、of the contract, includinggeneral and spel conditions, along with the drawings and all other contracts.In addition, all work shall be executed so as to meet all applicable requirements of the building regulations in Beijing China.本节所述的所有工程均须符合合约中所有要求，包含一般规范、特别规范，以及图面和合约文件的一切要求，并满足所有中国市建筑的要求。B.Refer

6、to External Faade specifications for additional requirements.其他要求参考外幕墙技术说明C.The External Facade Contractor shall be a single firm aming sole responsibility for allstork, including quarrying, testing, quality control, fabrication of stone.幕墙承包商应是独立的公司，并且有能力负责所有石材工作，包括采石，测试，质量控制及石材加工。D.The External Fa

7、cade Contractor shall be responsible for engineering and anchorage tostructure and erection of all stone units and pie.幕墙承包商应有能力负责所有石材单元、板块的设计及组装，结构锚固，以及施工。E.The systems requirements shown on architectural details establish basic dimens,profiles and sight lines. Withhe limiions established by the dr

8、awings and thespecifications, the External Facade Contractor is responsible for the design of the entiresystem. The design shall comply with referenceds and these specifications.根据建筑节点图确定基本尺寸、外形以及可视线等系统要求。在图纸和规范规定的范围内，外幕墙承包商进行实际系统的设计。设计要符合参考文件及。F.The design shall provide for theipated building movem

9、ents, as defined herein. Stonesupport system shall include stone anchors, metal framing system, insulation, insulationsupport, and galvanized steel back pan watertight barrier bet structure.n the stone and the building设计必须考虑可预见的建筑物位移。石材支撑系统应包含石材的锚件，金属龙骨系统，保温，以及镀锌钢背板构筑的建筑结构和石材之间的防水隔断。1.2SCOPE OF WORK

10、S （工作范围）A.The scope of work of the stone is includedis not limited to:he faade works. The storks includes, but石材幕墙的工作范围包含在整个项目幕墙工作中。工作内容如下，但不只限于下列条Beijing IKEA ShopCenter ChinaALT P- 220 December, 2011Stone Cladding Specification Ie for Tender款：1.Handset stone干挂石材2.Stone anchoring石材的锚固3.Stone base a

11、t ground floor首层石材基础4.5.Stone shall be notched and edges finished as shown in Architects drawingsCoordination with other trades for watroofing and air/vapor barrier.与其他专业协调防水及空气/水蒸气隔断1.3REFERENCE （规范及标准）A.All work shall be carried out in accordance with these specifications and referentandardslisted

12、 below.he event ofing requirements, immediay obtahe OwnerRepresenives written clarification. Notwithstanding this, the most stringent shall apply,subject to the Owner Represenives written confirmation该节内容的所有工作需满足规范说明和 以下规范标准。若有应立即获得业主代表的说明，以最严格的为准，有待业主代表的确认。1.China StandardsGB/T 13890-1992GB/T 14319

13、-1993GB/T 14320-1993GB/T 15406-1994Terms for natural facing stone Super finishing stone Vitrified force-honing stonePrimary parameters and general technical specifications for geotechnical apparatusAbrasive products-Segmented saws for machining of stoneGB/T 16457-1996and masonry cutting-Dimens of st

14、eel bladesGB/T 17431.1-1998Lightweight aggregates and its test methods-Part 1: Lightweight aggregatesLightweight aggregates and its test methods-Part 2: Test methods for lightweight aggregatesUnified catologue for natural stoneTest method for performance in plane deformation of curtain wallsTest met

15、hods for natural facing stones-Part 7: Test method for strength of individual stone anchoragesTest methods for natural facing stones-Part 8: Test methodGB/T 17431.2-1998GB/T 17670-1999GB/T 18250-2000GB/T 9966.7-2001GB/T 9966.8-2001for structural performance of dimenstone claddingsystems by uniform s

16、ic prere differenceBeijing IKEA ShopCenter ChinaALT P- 320 December, 2011Stone Cladding Specification Ie for Tender2.American Standards标准ANSI/TCA A118.1 ANSI/TCA 118.4 ASTM C-97 ASTM C-99ASTM C-119Dry-Set Portland cement mortar Latex Portland cement mortar Absorption and Bulk Specific GravityModulus

17、 of Rupture of Natural Building Stone Test.Standard Definitions of Terms Relating to Natural Building Stones.Compressive StrengthASTM C-170ASTM C-241Test for AbraTraffic.of Stone Subjected to FootASTM C568/C568M ASTM C-880ASTM C1248Standard Specification for Limestone Dimen Flexural StrengthStandard

18、 Test Method for Staining of PorouStonebstrate byJoSealantsASTM D2203mendations of印第安纳州石灰石Standard Test Method for Staining from Sealantsna Limestone Institute of America.3.1.4SYSTEM DESCRIPTION （系统说明）AStone shall be an open josystem, generally be supported by threaded stone anchorinstalledo the pre

19、drilled undercut hole widjustable paed aluminum anchor andserrated brackets. Clips or anchors shall be located so they are not visible. No sealant shallbe used in jos at the external stone face.石材幕墙须为开放式系统幕墙，一般是由带有螺纹的石材锚件石材底部预先钻好的孔，并配以可调节的铝角码及锯痕转接件。夹片或角码须位于不可见的部位。不能在石材外表面和接缝处使用密封胶BAnchors in stone o

20、thern what is specified will be considered if submitted widequateation and supporting structuralysis to demonstrate their suitability.Suchanchors shall be stainless steel and may be supplemented by an epoxy adhesive. However anchors which rely solely on adhesive are not acceptable. Wire anchors are

21、not acceptable. Alternate anchors are subject to approval.石材中不同于所指名的锚件应提交能够证明其满足工程需要的足够的文件和支撑结构分析。该锚件应使用不锈钢制造，且可使用环氧粘合剂加固，但是不允许锚件只靠单一粘合剂作用。不允许使用金属丝锚件。替换的锚件应符合允许的条件。Beijing IKEA ShopCenter ChinaALT P- 420 December, 2011Stone Cladding Specification Ie for TenderCAnchor in stone shall provide for diffe

22、rential thermal movement of stone and the support system.石材中的锚件应能提供石材的热膨胀（收缩）和支撑系统的位移。DEach piece of stone shall have its own dead weight anchors. Stacking of multiple over a shared dead weight anchor is not permitted. Wind load anchors and dead load anchors which rely solely on adhesive bond are no

23、t permitted.每一片石材应该有自己的自重锚件。多块组合的石材不允许使用同一个自重锚件。不允许风荷载及自重锚件只靠单一粘合剂作用。EThe clip shall nominally overlap the stone on both sides of the groove byeast 12.7 mm.The theoretical overlap based on the worst combination of building and wall movementsshall not be lessn 9.5 mm. Actual overlmeasuredhe field sha

24、ll not be lessn9.5 mm or a greater dimenrequired by design criteria, whichever is greater. Clip andstone design shall be based on transfer of force at the midpoof the overlap dimen.的最锚件应石材侧面切槽至少12.7mm。根据建筑和墙的最不利位移组合，小尺寸是9.5mm。实际尺寸的标准是使用不小于9.5mm和设计标准中规定尺寸之间较大的尺寸，锚件和石材设计应基于力通过中点传递。FCalculation of actu

25、al stone stress shall be based upon minimum stone thickness (nominal thickness minus thickness tolerance).根据最小石材厚度（规定厚度减去厚度偏差）计算实际石材应力。GEpoxy stone jotesting.s with stainless steel dowel reinforcement to include fabrication and在加工和测试中，石材环氧接缝使用不锈钢插筋进行加固。1.5A.ATTIC STOCK （备料）Upon completion of constru

26、ction, deliver to a designated storage area specified by theowner, spare materials for maenance and repair. Materials shall conform to the samerequirements as materials used for construction.幕墙承包商须于本工程完成时，提交备份的材料给予业主，以便于日后维修的使用，备份材料的品质须与本工程的材料品质一致。Note:Refer to Curtain Wall Specification forties.注：参

27、考幕墙技术说明书要求1.6PERFORMANCE AND TESTING REQUIREMENT （功能要求及测试规定）A.Structural Criteria结构标准1.The External Facade Contractor is toe thoroughly familiar with the buildingALT P- 520 December, 2011Beijing IKEA ShopCenter ChinaStone Cladding Specification Ie for Tenderstructure and the provis made for the supp

28、ort and attaent of the stone cladding.外幕墙承包商应充分了解建筑结构和石材幕墙所需的支撑以及附属构件。2.Design loads and preres.设计荷载和压力a).Wind loads per curtain wall specification, including the following combination on projection.根据幕墙技术说明，考虑风荷载及以下各荷载工况load1)100% Gravity100%自重2)100% Gravity + 100% Wind Uplift100%自重 + 100%向上风举力3)10

29、0% Gravity + 100% Wind Uplift + 50% Wind Lateral Load100%自重 + 100%向上风举里 + 50%侧向风荷载4)100% Gravity + 100% Wind Down Force100%自重 + 100%向下风压5)100% Gravity + 100% Wind Down Force + 50% Wind Lateral Load100%自重 + 100%向下风压 + 50%侧向风荷载6)100% Gravity + 100% Wind Lateral Load100%自重 + 100%侧向风荷载7)100% Gravity + 1

30、00% Seismic100%自重 + 100%荷载8)100% Gravity + 100% Live Loads100%自重 + 100%活荷载9)100% Gravity + 100% Seismic + 100% Live Loads100%自重 + 100%荷载 + 100%活荷载b). Other load combinations as may be required by applicable load.其他适用于本项目的荷载组合也应考虑3.Deflection allowanas specified in performance are theum permissible,

31、andshall be reduced when such deflections would be detrimental to related components oradjacenements.在性能中已指明许用挠度的最大值。但是，当挠度对相连的构件或邻近的构件Beijing IKEA ShopCenter ChinaALT P- 620 December, 2011Stone Cladding Specification Ie for Tender有影响时，应减小许用挠度的大小。4.The External Facade Contractor shall obtain all nes

32、ary projected data on buildingmovement and make such provishe work ovementbe identifiedas may be nesary tomodate it.The amount of sut ismodatedheExternal Facade Contractors design shallon the submittal drawings.The minimum design values for building movement shall be:外幕墙承包商应取得所有相关本建筑位移的工程数据，并且做好相关的准

33、备工作。位移的总量应在承包商的提交的设计图纸中体现出来。最小的建筑位移设计值应：a).ipatedbuildinglongandshorttermmovements:Seeengineers report/drawings.预期的在活荷载作用下的垂直方向的层间位移： 参考结构专业/图纸。B.The work, as erected, shall meet or exceed the following structural and weather requirements, as demonstrated by testing and by engineering calculations.完

34、工幕墙的结构性及耐候性必须符合或优于下列要求，并且通过试验及计算验证。1.The stone, itpporting members, and anchorages shall be designed to provide forsuovementch as expanand contraction of component materials as will becaused by an exterior ambient temperature ranging from, -12C to a cladding surfacetemperature of 80C, withoausing ex

35、sive stresses on stone or supportingstructure.Failure of cladding or joseals, undue stress on structural elements,damaging loads on fasteners, reduction of performance, or other detrimental effects is not acceptable.由于幕墙外部的温度变化范围是-12C至80C，所以，在不给幕墙上附加额外压力的条件下，石材、其支撑构件及锚件应能为材料的膨胀和收缩提供位移。不允许出现面板开裂或接口密封

36、剂失效、结构构件上过度的压力，紧固件上不利的荷载、性能降低，或其他不利的影响。2.The amount of suovementt ismodatedhe External FacadeContractors design shall be identified on External Facade Contractorbmisdrawings and shall bepanied by thermal calculations.承包商提交的图纸和热能计算书中，应明确承包商的设计中相应的位移总量。3.The work shall produce weather-tight constructi

37、on under all installed load and movement conditions.在所有荷载条件下，本工程要满足耐侯性能要求。4.The design shall meet or exceed all codes and standards, and include design for wind,gravity, and handling loads. Jostructure movements includings tofloormodate above loading in addition to alldeflection,concreteshrinkage an

38、d creep, andALT P- 720 December, 2011Beijing IKEA ShopCenter ChinaStone Cladding Specification Ie for Tenderbuilding sway.设计应满足或所有规范和标准，包括风、重力、和施工荷载的设计。接头应能适应除了许用层间位移，混凝土收缩和蠕变，和建筑搬动外的上部荷载。C.The minimum ratio of flexural strength to actual bending stress in stone is the design factorand is related to

39、 the spread of data within each subgroup of sles used to determineflexural strength. Within each subgroup aage value is computed and the high andlow values are expressed asrcentage of the average.The design factor shall becomputed for the four subgroups without freeze/w preconditioning, and separay

40、forthe four subgroups with freeze/w preconditioning. The larger of the two computeddesign factors shall be used for design.石材抗弯强度和实际抗弯应力的最小比率是设计参数。该比率与每一小组用来确定抗弯强度的试件的数据的展开范围有关联。计算每一小组的数据的平均值，同时，大于或小于平均值的数值将使用它与平均值比值的百分比来表示。使用4组没有经过冻结/解冻过程的试件的数据计算设计参数一次，另使用4组经过冻结/解冻过程的试件的数计算设计参数一次，设计中使用两个计算后得出的设计参数中

41、较大的一个。1.If within all subgroups, the high and low values deviate 10 percent or less fromthe average, the design factor is 3.0 franite and 5.0 for limestone.如果在所有分组中，大于或小于平均值的数值与平均值的差距小10%，在设计中，花冈岩的设计参数使用3.0，石灰石使用5.0。2.If within one or more subgroups, the high and/or low value deviates moren10percent

42、 but not moren 20 percent from the average, the design factor is 4.0 forgranite and 6.0 for limestone.如果在一个或多个分组中，大于或小于平均值的数值与平均值的差距大于10%小于20%。在设计中，花冈岩的设计参数使用4.0，石灰石使用6.0。3.If within one or more subgroups the high and/or low value deviates moren 20percent from the average, the design factor is 6.0 f

43、ranite and 8.0 for limestone.如果在一个或多个分组中，大于或小于平均值的数值与平均值的差距大于20%。在设计中，花冈岩的设计参数使用6.0， 石灰石使用8.0。D.The minimum ratio of stone ultimate strengt its anchors to actual load is the designfactor and is related to the spread of data within each group of anchor test sles. Withineach group, aage value is compu

44、ted and the high and low values are expressed as apercentage of the average. Reduction of test values based on C 880 freeze/may be required as specified in Material and Assembly Tests.w sles石材抗弯强度和实际抗弯应力的最小比率是设计参数。该比率与每一小组用来确定抗弯强度的试件的数据的展开范围有关联。计算每一小组的数据的平均值，同时，大于或小于平均值的数值将使用它与平均值比值的百分比来表示。测试数据的缩减量将

45、根据C 880冻结/融化试件的“材料和组装测试”确定。Beijing IKEA ShopCenter ChinaALT P- 820 December, 2011Stone Cladding Specification Ie for Tender1.If within a group, the high and low values deviate 10 percent or less from the averagethe design factor is 4.5 franite and 7.5 for limestone.如果在所有分组中，大于或小于平均值的数值与平均值的差距大于10，在设

46、计中，花冈岩的设计参数使用4.5， 石灰石使用7.5。2.If within a group, the high and/or low value deviates moren 10 percent but notranite and 9.0 formoren 20 percent from the average, the design factor is 6.0 flimestone.如果在一个或多个分组中，大于或小于平均值的数值与平均值的差距大于10%小于20%。在设计中，花冈岩的设计参数使用6.0， 石灰石使用9.0。3.If within a group, the high and/

47、or low value deviates moren 20 percent from theaverage, the design factor is 8.0 franite and 12.0 for limestone.如果在一个或多个分组中，大于或小于平均值的数值与平均值的差距大于20%。在设计中，花冈岩的设计参数使用8.0， 石灰石使用12.0。E.Performance criteria at design preas follows:res and loads for stone and itpport system shall be压力和荷载设计中，石材及其支撑系统的性能标准如下

48、：1Pendicular to the plane of the wall, net deflection of framing members shall notexceed 1/500 times span, or 12.7 mm, whichever is less. Net residual deflection afterload is removed shall not exceed 1/1000 times span. Span is defined as the distancebetn anchor centerlines; for cantilevers, span is

49、defined as the distance betnanchor centerline and end of cantilever. Restrict deflection of framing members tosimilar values where member flexibility would result in over-stressing of stone.Where sealant jorelatively stioccurs betn a framing member (or the stone it supports) and auilding element, fr

50、aming member deflection shall not exceed 0.5times the nominal jowidth, or less if required by sealant manufacturer.在垂直于的方向上，龙骨构件的净挠度过跨度的五百分之一（1/500）或者12.7mm中较小的一个。在荷载卸载之后，净残余挠度过跨度的千分之一（1/1000）。跨度的定义是指两个锚件中心线间的距离。对于悬臂结构，跨度的定义是指锚件的中心线到悬臂末段的距离。龙骨构件的挠度限制近似的取值为石材超荷载值。在有龙骨构件（或石材和其支撑）和建筑结构之间实施胶缝的位置，龙骨构件的挠度

51、不应超过胶缝名义宽度的0.5倍，或者根据密封胶厂家要求的更小数值。2he plane of the wall, deflection of framing members shall not exceed 1/500 timesspan or 3.2 mm, whichever is less.在内，龙骨构件的净挠度过跨度的五百分之一（1/500）或者3.2 mm中较小的一个。Beijing IKEA ShopCenter ChinaALT P- 920 December, 2011Stone Cladding Specification Ie for Tender3Where stone i

52、s connected to a framing member by an anchor, combined movement of stone relative to anchor and anchor relative to framing member, shall not exceed 1.6 mm in any direction, nor 1.0 mm residual deflection after load is removed.当石材使用锚件和龙骨构件连结时，石材和锚件、锚件和龙骨构件之间的任何方向上的总位移1.0mm。过1.6mm， 在荷载卸载之后，残余挠度也过4Wher

53、e a framing member is connected to the building structure by an anchor, combined movement of anchor relative to building structure and framing member relative to anchor, shall not exceed 1.6 mm, nor 1.0 mm residual deflection after load is removed.当龙骨构件使用锚件和建筑结构连结时，锚件和建筑结构以及龙骨构件之间的总位移过1.6mm，在荷载卸载之后，

54、残余挠度也过1.0mm。5Upon reversal of load direction at magnitudes up to and including 1.5 times designpreres slippage at fastened and/or cled connections shall not exceed 3.2 mm.在不大于1.5倍设计压力的反向荷载作用下，紧固件或扣件的滑移3.2mm。过F.Performance criteria at 1.5 times design preas follows:re for stone and itpport system sha

55、ll be设计压力的1.5倍时，石材及支撑系统的性能标准如下：1.Net residual deflection of framing members after load is removed shall not exceed1/1000 times span.在荷载卸载之后，龙骨构件的净残余挠度过跨度的千分之一（1/1000）2.There shall be no failureross permanent distortion of any component of the stonesystem.石材系统不能出现开裂或破坏。3.Where stone is connected to a

56、 framing member by an anchor, combined movement of stone relative to anchor, and anchor relative to framing member, shall not exceed 3.2 mm in any direction, nor 1.6 mm residual deflection after load is removed.当石材使用锚件和龙骨构件连结时，石材和锚件、锚件和龙骨构件之间的任何方向上的总位移1.6mm。过3.2mm， 在荷载卸载之后，残余挠度也过4.Where a framing me

57、mber is connected to the building structure by an anchor, combined movement of anchor relative to building structure, and framing member shall not exceed 3.2 mm, nor 1.6 mm residual deflection after load is removed.当龙骨构件使用锚件和建筑结构连结时，锚件和建筑结构以及龙骨构件之间的Beijing IKEA ShopCenter ChinaALT P- 1020 December,

58、2011Stone Cladding Specification Ie for Tender总位移过3.2mm，在荷载卸载之后，残余挠度也过1.6mm。5.Upon reversal of load direction at magnitudes up to and including 1.5 times designpreres, slippage at fastened and/or cled connections shall not exceed 3.2 mm.在不大于1.5倍设计压力的反向荷载作用下，紧固件或扣件的滑移3.2mm。过G.Requirements要求1.Granite

59、and limestone shall comply with the physical properties and performancecharacteristics of National Building Granite Quarries Asso ASTM C 615 including the following ASTM standards:tion (NBGQA) with大理石和石灰岩的物理指标和性能特征应符合（NBGQA）在ASTM C 615的规定及以下ASTM标准国家花岗岩加工a).Compressive strength:抗压强度： 根据ASTMper ASTM C

60、170.C170b).Modulus of rupture:per ASTM C99.开裂模数：根据ASTM C99c).Water absorption by weight: Not over 0.4%, ASTM C97.吸水率：不超过0.4%, ASTM C97d).Density: per ASTM C97.密度：根据ASTM C97e).Flexural strength in accordance wiSTM C880 or ASTM C295.抗弯强度符合ASTM C880或ASTM C295H.Mechanical Properties Testing物理性能测试1.The t