ARMY UFGS-03 33 00-2009 CAST-IN-PLACE ARCHITECTURAL CONCRETE《现场浇注装饰用混凝土》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-03 33 00 (November 2009)-Preparing Activity: USACE SupersedingUFGS-03 33 00 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2009*SECTION TABLE OF CONTENTSDIVISION 03 - CONCRETESECTION 03 33 00CAST-IN-PLACE AR

2、CHITECTURAL CONCRETE11/09PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Concrete Mix Design1.2.2 Formwork Design1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.4.1 Detail Drawings1.4.2 PanelsPART 2 PRODUCTS2.1 MATERIALS2.1.1 Aggregates2.1.2 Reinforcing Steel2.1.3 Tie Wire2.1.4 Plates, Angles, Anchors,

3、 and Embedments2.1.5 Formwork2.1.6 Form Release Agents2.1.7 Surface SealerPART 3 EXECUTION3.1 FORMWORK ERECTION3.2 CONCRETE FINISHES3.3 JOINT SEALING3.4 CLEANING3.5 SURFACE SEALING3.6 PROTECTION OF WORK3.7 DEFECTIVE WORK- End of Section Table of Contents -SECTION 03 33 00 Page 1Provided by IHSNot fo

4、r ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-03 33 00 (November 2009)-Preparing Activity: USACE SupersedingUFGS-03 33 00 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2009*SE

5、CTION 03 33 00CAST-IN-PLACE ARCHITECTURAL CONCRETE11/09*NOTE: This guide specification covers the requirements for cast-in-place architectural concrete.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(

6、s) or insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments and suggestions on this guide specification are welcome and should be directed to the technical proponent of the specification. A listing of techn

7、ical proponents, including their organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide s

8、pecification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the re

9、ference in the Reference Article. Also use the Reference Wizards Check Reference feature to update the issue dates.SECTION 03 33 00 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-References not used in the text will automatically be deleted fr

10、om this section of the project specification when you choose to reconcile references in the publish print process.*The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.ACI INTERNATIONA

11、L (ACI)ACI 211.1 (1991; R 2009) Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass ConcreteACI 211.2 (1998; R 2004) Standard Practice for Selecting Proportions for Structural Lightweight ConcreteACI 301 (2005; Errata 2008) Specifications for Structural ConcreteACI 318 (200

12、8; Errata 2008; Errata 2009; Errata 2009; Errata 2009; Errata 2009; Errata 2009) Building Code Requirements for Structural Concrete and CommentaryACI 318M (2008; Errata 2008; Errata 2009) Metric Building Code Requirements for Structural Concrete and CommentaryACI 347 (2004) Guide to Formwork for Con

13、creteACI SP-66 (2004) ACI Detailing ManualASTM INTERNATIONAL (ASTM)ASTM A 36/A 36M (2008) Standard Specification for Carbon Structural Steel1.2 SYSTEM DESCRIPTIONAll materials, procedures, and requirements specified in Section 03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE shall fully apply to cas

14、t-in-place architectural concrete, except as otherwise specified.1.2.1 Concrete Mix Design*NOTE: If it is determined that the concrete mix requires plasticizers, the requirements will be added in this paragraph. Slumps for plasticized concrete may range as high as 250 mm (10 inches).*Design the conc

15、rete mix in accordance with ACI 211.1 and ACI 211.2 including consideration of the finishes required.SECTION 03 33 00 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.2.2 Formwork DesignDesign formwork conforming to ACI 301 and ACI 347.1.3 SUB

16、MITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submittal item in

17、dicates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delete an existing “G” if the submittal item is not complex and can be reviewed through the Contractors Quality Control system. Only add a “G” if the submittal is sufficiently important or co

18、mplex in context of the project.For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal tags may be used following the “G“ designation to indicate the approving authority. Codes for Army projects using the Resident Management System (RMS)

19、are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are not used for Navy, Air Force, and NASA projects.Choose th

20、e first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects. SD-04: The materials used in architectural concrete vary from one project to another. For most projects, samples for all materials are not required. A list of suggested samples is giv

21、en below:Form TiesForm LinersCement ColorsCoarse AggregatesReinforcing ChairsSample panels should not be required for small projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval. informatio

22、n only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the SECTION 03 33 00 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Government. Submit the following in accordance with Sec

23、tion 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsDetail Drawings.Detail drawings, as specified.SD-04 SamplesMaterialsPanelsMaterials listed below, indicating sizes, shapes, finishes, color, and pertinent accessories: _.Sample panels, as specified.1.4 QUALITY ASSURANCE1.4.1 Detail DrawingsSubmit

24、 detail drawings conforming to ACI SP-66 and ACI 318M ACI 318. Detail drawings shall show location of cast-in-place elements in the work, building elevations, formwork fabrication details, reinforcements, embedments, dimensions, concrete strength, interface with adjacent materials, and special placi

25、ng instructions, in sufficient detail to cover fabrication, placement, stripping, and finishing.1.4.2 PanelsProvide sample panels 1.8 m 6 feet long and 1.2 m 4 feet high with the thickness to match building conditions for each type of architectural concrete and finish, located where directed. Panel

26、forms shall include a typical joint between form panels, form tie conditions and finishes. Protect panels from weather, and other damage until acceptance of work. Sample panels shall be used as job standards throughout construction.PART 2 PRODUCTS2.1 MATERIALS2.1.1 Aggregates*NOTE: If a specific typ

27、e or size of aggregate is required for a desired finish, whether it be for a facing mix or the entire thickness, the additional requirements will be added in this paragraph.*Aggregates shall conform to _.2.1.2 Reinforcing SteelReinforcing steel shall be galvanized if clearance to an exterior face is

28、 25 mm 1 inch or less.SECTION 03 33 00 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.1.3 Tie WireTie wire shall be soft monel or 18-8 stainless steel.2.1.4 Plates, Angles, Anchors, and EmbedmentsPlates, angles, anchors, and embedments shall

29、 conform to ASTM A 36/A 36M, and shall be prime painted with inorganic zinc primer.2.1.5 FormworkFormwork for special effects shall be as approved.2.1.6 Form Release AgentsForm release agents shall be manufacturers standard, nonstaining, nonpetroleum based, compatible with surface sealer finish coat

30、ing.2.1.7 Surface SealerSurface sealer shall be methyl methacrylate polymer acrylic emulsion, clear color.PART 3 EXECUTION3.1 FORMWORK ERECTIONErect formwork in accordance with the detail drawings to ensure that the finished concrete members conform accurately to the indicated dimensions, lines, ele

31、vations, and finishes. Deflection shall not exceed 1/360th of each component span or distance between adjacent supports. Deflections and tolerance shall not be cumulative. Install form lines as necessary to provide the required finish. Forms shall be coated with form release agents before reinforcem

32、ent is placed. Formwork shall conform to ACI 301 and ACI 347.3.2 CONCRETE FINISHES*NOTE: The types of possible finishes for concrete faces are virtually limitless. The requirements for the project will be specified in this paragraph.*Concrete finishes shall conform to the approved finishes. Finishin

33、g shall be accomplished at the time of concrete placement or immediately after formwork removal, as follows:a. Smooth finish: (1) As cast using flat smooth nonporous forms. (2) As cast using fluted, sculptured, board finish or textured form liners.b. Textured finish: (1) Textured form liners applied

34、 to inside of forms. (2) Distress finish by breaking off portion of face of raised portion of unit.c. Exposed aggregate finish: (1) Finish obtained by applying even coat of retardant to face of form, removing forms after concrete hardens, and exposing coarse aggregate to a depth of _ mm inches by wa

35、shing and brushing or lightly sandblasting away surface mortar. SECTION 03 33 00 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-(2) Finish obtained by treating surface of unit with brushes which have been immersed in acid solution.Cast-in-plac

36、e concrete elements which are to have a finish other than the surface produced from standard formwork, shall be accomplished by using the following procedures: _.3.3 JOINT SEALINGJoint sealing shall be as specified in Section 07 92 00 JOINT SEALANTS.3.4 CLEANINGNo sooner than 72 hours after joints a

37、re sealed, faces and other exposed surfaces of cast-in-place concrete shall be washed down, cleaned with soap and water applied with a soft bristle brush, then washed down again with clean water, or by other approved procedures. Discolorations which cannot be removed by these procedures, shall be co

38、nsidered defective work. Cleaning work shall be done when temperature and humidity conditions are such that surfaces dry rapidly. Care shall be taken during cleaning operations to protect adjacent surfaces from damage.3.5 SURFACE SEALINGAfter cleaning, exterior exposed architectural concrete surface

39、s indicated shall be given one coat of surface sealer, spray applied unless otherwise approved. Adjacent surfaces shall be protected to prevent damage from the surface sealer.3.6 PROTECTION OF WORKWork shall be protected against damage from subsequent operations.3.7 DEFECTIVE WORKDefective work shall be repaired or replaced, as directed, using approved procedures.- End of Section -SECTION 03 33 00 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-