1、*USACE / NAVFAC / AFCESA / NASA UFGS-03 11 13.00 10 (August 2010)-Preparing Activity: USACE SupersedingUFGS-03 11 13.00 10 (May 2009)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2010*SECTION TABLE OF CONTENTSDIVISION 03 - CONCRETESECTION 03 11 13.00 10STRUC
2、TURAL CAST-IN-PLACE CONCRETE FORMING08/10PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.5 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 FORM MATERIALS2.1.1 Forms For Class A Finish2.1.2 Forms For Class B Finish2.1.3 Forms For Class C Finish2.1.4 Forms For
3、Class D Finish2.1.5 Retain-In-Place Metal Forms2.1.6 Pan-Form Units2.1.7 Form Ties2.1.8 Form Releasing Agents2.1.9 Fiber Voids2.2 FIBER VOID RETAINERS2.2.1 Polystyrene Rigid Insulation2.2.2 Precast ConcretePART 3 EXECUTION3.1 INSTALLATION3.1.1 Formwork3.1.2 Fiber Voids3.1.3 Fiber Void Retainers3.2 C
4、HAMFERING3.3 COATING3.4 FORM REMOVAL3.4.1 Formwork Not Supporting Weight of Concrete3.4.2 Formwork Supporting Weight of Concrete3.4.3 Tunnel FormsSECTION 03 11 13.00 10 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.5 INSPECTION- End of Sect
5、ion Table of Contents -SECTION 03 11 13.00 10 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-03 11 13.00 10 (August 2010)-Preparing Activity: USACE SupersedingUFGS-03 11 13.00 10 (May 2009)UNIFIED FACILITIE
6、S GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2010*SECTION 03 11 13.00 10STRUCTURAL CAST-IN-PLACE CONCRETE FORMING08/10*NOTE: This guide specification covers the requirements for formwork for cast-in-place concrete and will be used with Section 03 31 00.00 10 CAST-IN-PLACE S
7、TRUCTURAL CONCRETE or Section 03 31 01.00 10 CAST-IN-PLACE CONCRETE FOR CIVIL WORKS. Formwork for architectural cast-in-place concrete is specified in Section 03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE.Edit this guide specification for project specific requirements by adding, deleting, or revisin
8、g text. For bracketed items, choose applicable items(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 technic
9、al proponent of the specification. A listing of technical 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 l
10、ist the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.SECTION 03 11 13.00 10 Page 3Provided by IHSNot for ResaleNo reproduction or networking
11、 permitted without license from IHS-,-,-Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update the issue dates.Refer
12、ences not used in the text will automatically be deleted from 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 wit
13、hin the text by the basic designation only.ACI INTERNATIONAL (ACI)ACI 347 (2004) Guide to Formwork for ConcreteAMERICAN HARDBOARD ASSOCIATION (AHA)AHA A135.4 (1995; R 2004) Basic HardboardAPA - THE ENGINEERED WOOD ASSOCIATION (APA)APA PS 1 (1995) Voluntary Product Standard for Construction and Indus
14、trial PlywoodASTM INTERNATIONAL (ASTM)ASTM C 1074 (2004) Standard Practice for Estimating Concrete Strength by the Maturity MethodASTM C 1077 (2009b) Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory EvaluationASTM C 31/C
15、31M (2009) Standard Practice for Making and Curing Concrete Test Specimens in the FieldASTM C 39/C 39M (2009a) Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensASTM C 578 (2009e1) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation1.2 SYSTEM DESCRI
16、PTIONThe design, engineering, and construction of the formwork is the responsibility of the Contractor. Design formwork in accordance with methodology of ACI 347 for anticipated loads, lateral pressures, and stresses, and capable of withstanding the pressures resulting from placement and vibration o
17、f concrete. Comply with the tolerances specified in Section 03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE 03 70 00 MASS CONCRETE 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE, paragraph SECTION 03 11 13.00 10 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without licen
18、se from IHS-,-,-CONSTRUCTION TOLERANCES. However, for surfaces with an ACI Class A surface designation, limit the allowable deflection for facing material between studs, for studs between walers and walers between bracing to 0.0025 times the span. Design the formwork as a complete system with consid
19、eration given to the effects of cementitious materials and mixture additives such as fly ash, cement type, plasticizers, accelerators, retarders, air entrainment, and others. Monitor the adequacy of formwork design and construction prior to and during concrete placement as part of the Contractors ap
20、proved Quality Control Plan. Submit design analysis and calculations for form design and methodology used in the design. At least _ days either before fabrication on site or before delivery of prefabricated forms.1.3 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00
21、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 indicates that the submittal requires Government approval. Some submittals are alr
22、eady 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 complex in context of the project.For submittals requiring Government approval on
23、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) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division
24、 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 the first bracketed item for Navy, Air Force and NASA projects, or choose the seco
25、nd bracketed item for Army projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval. information only. When used, a designation following the “G“ designation identifies the office that will re
26、view the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsFormwork; G; G, _SECTION 03 11 13.00 10 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-SD-03 Product DataDe
27、signForm MaterialsForm Releasing AgentsSD-04 SamplesSample Panels; G; G, _Fiber Voids; G; G, _SD-06 Test Reports*NOTE: If form removal is not allowed before 24 hours, the submittal, “Formwork Not Supporting Weight of Concrete; G“, and the corresponding bracketed sentences in paragraph FORMWORK NOT S
28、UPPORTING WEIGHT OF CONCRETE should be deleted.*InspectionFormwork Not Supporting Weight of Concrete; G; G, _.SD-07 CertificatesFiber Voids1.4 QUALITY ASSURANCESample Panels shall be of sufficient size to contain joints and shall be not less than 2 meters long and 1.5 meters wide 6 feet long and 4 f
29、eet wide. The panels shall be of typical wall thickness and constructed containing the full allocation of reinforcing steel that will be used in the structure, with the forming system that duplicates in every detail the one that will be used in construction of the structure. Use the same concrete mi
30、xture proportion and materials, the same placement techniques and equipment, and the same finishing techniques and timing that are planned for the structure. Construction of Class A finish will not be permitted until sample panels have been approved. Protect sample panels from construction operation
31、s in a manner to protect approved finish, and are not to be removed until all Class A finish concrete has been accepted. After shop drawings have been reviewed, submit sample panels for Class A finish with applied architectural treatment; panels shall be built on the project site where directed.1.5
32、DELIVERY, STORAGE, AND HANDLINGStore fiber voids above ground level in a dry location. Fiber voids shall be kept dry until installed and overlaid with concrete.PART 2 PRODUCTS2.1 FORM MATERIALS*NOTE: This paragraph should be edited to reflect project requirements. Description of classes of SECTION 0
33、3 11 13.00 10 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-finish are contained in Section 03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE.For Civil Works Projects see the appropriate Concrete Materials Design Memorandum and EM 1110-2-2000
34、for description of class finishes. See paragraph 5.4.e in EM 1110-2-2000 for guidance in selecting appropriate finishes.*Submit manufacturers data, including literature describing form materials, accessories, and form releasing agents.2.1.1 Forms For Class A FinishForms for Class A finished surfaces
35、 shall be plywood panels conforming to APA PS 1, Grade B-B concrete form panels, Class I or II. Other form materials or liners may be used provided the smoothness and appearance of concrete produced will be equivalent to that produced by the plywood concrete form panels. Forms for round columns shal
36、l be the prefabricated seamless type.2.1.2 Forms For Class B FinishThis class of finish shall apply to all surfaces except those specified to receive Class A , Class C , Class D. Forms for Class B finished surfaces shall be plywood panels conforming to APA PS 1, Grade B-B concrete form panels, Class
37、 I or II. Other form materials or liners may be used provided the smoothness and appearance of concrete produced will be equivalent to that produced by the plywood concrete form panels. Forms for round columns shall be the prefabricated seamless type. Steel lining on wood sheathing will not be permi
38、tted.2.1.3 Forms For Class C FinishForms for Class C finished surfaces shall be shiplap lumber; plywood conforming to APA PS 1, Grade B-B concrete form panels, Class I or II; tempered concrete form hardboard conforming to AHA A135.4; other approved concrete form material; or steel, except that steel
39、 lining on wood sheathing shall not be used. Forms for round columns may have one vertical seam.2.1.4 Forms For Class D FinishForms for Class D finished surfaces, except where concrete is placed against earth, shall be wood or steel or other approved concrete form material.2.1.5 Retain-In-Place Meta
40、l FormsRetain-in-place metal forms for concrete slabs and roofs shall be as specified in Section 05 30 00 STEEL DECKS.2.1.6 Pan-Form UnitsPan-form units for one-way or two-way concrete joist and slab construction shall be factory-fabricated units of the approximate section indicated. Units shall con
41、sist of steel or molded fiberglass concrete form pans. Closure units shall be furnished as required.SECTION 03 11 13.00 10 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.1.7 Form Ties*NOTE: Removable tie rods are not allowed for structures i
42、ntended to be a water barrier. Specify the locations where removable tie rods are not to be used.*Form ties shall be factory-fabricated metal ties, shall be of the removable or internal disconnecting or snap-off type, and shall be of a design that will not permit form deflection and will not spall c
43、oncrete upon removal. Provide solid backing for each tie. Except where removable tie rods are used, ties shall not leave holes in the concrete surface less than 6 mm 1/4 inch nor more than 25 mm 1 inch deep and not more than 25 mm 1 inch in diameter. Terminate the embedded portion of metal ties not
44、less that 50 mm2 inches from any concrete surface exposed to water. Removable tie rods shall be not more than 38 mm 1-1/2 inches in diameter. Plastic snap ties may be used in locations where the surface will not be exposed to view.2.1.8 Form Releasing AgentsForm releasing agents shall be commercial formulations that will not bond with, stain or adversely affect concrete surfaces. Agents shall not impair subsequent treatment of concrete surfaces depending upon bond or adhesion nor impede the wetting of surfaces t
