Upload File

036000

5
BUILDING NO. SC# PROJECT NAME SECTION 036000 – GROUTING PART 1 - GENERAL SCHEDULE 0 - SUMMARY PRODUCT DATA SHEET 0 - Relae! D" $%e&'( 1. D)a*+&,' a&! ,e&e)al )" +'+"&' "/ e S$ "&)a a l2 " +' Se +"&. . Re +e* e'e !" $%e&' /") "")!+&a+"& *+ a!!++"&al )e4$+)e%e&' a&! +&/")%a+"& a a *")5 $&!e) +' Se +"&. PRODUCT DATA SHEET 1 - Se +"& I& l$!e'( G)"$ /") $'e' " e) a& %a'"&)2 PRODUCT DATA SHEET - Relae! Se +"&'( 1. D+ +'+"& 01 Se +"& Ge&e)al Re4$+)e%e&'. . D+ +'+"& 01 Se +"& S e +al P)" e!$)e'. SCHEDULE 1 - RE7ERENCES PRODUCT DATA SHEET 0 - Ge&e)al( 1. T e /"ll"*+&, !" $%e&' /")% a) "/ e S e +/+ a+"&' " e e8e& 'ae!. 9 e)e !+//e)e& e*ee& "!e' a&! 'a&!a)!': e "&e a//")!+&, e ,)eae' )"e +"& ' all a l2. . U&le'' " e)*+'e &"e!: e )e/e)e& e! 'a&!a)! e!++"& +' e $))e& "&e a e +%e "/ "%%e& e%e& "/ e 9")5. 3. Re/e) " D+ +'+"& 01 Se +"& Ge&e)al Re4$+)e%e&' /") e l+' "/ a l+ a le )e,$la")2 )e PRODUCT DATA SHEET 1 - ASTM I&e)&a+"&al( 1. ASTM C33 C"& )ee A,,)e,ae' . ASTM C;0 O),a&+ I% $)++e' +& 7+&e A,,)e,ae' /") C"& )ee 3. ASTM C<< S"$&!&e'' "/ A,,)e,ae' 2 U'e "/ S"!+$% S$l/ae ") Ma,&e'+$% S$l/ae ;. ASTM C11= Mae)+al 7+&e) T a& =>?% S+e e +& M+&e)al A,,)e,ae' 2 9a' +&, >. ASTM C136 S+e e A&al2'+' "/ 7+&e a&! C"a)'e A,,)e,ae' 6. ASTM C1>0 P")la&! Ce%e& =. ASTM C <@ P"e&+al Rea + +2 "/ A,,)e,ae' C e%+ al Me "! <. ASTM C;@; C e%+ al A!%+8$)e' /") C"& )ee @. ASTM C<<1 E "82-Re'+&-Ba'e B"&!+&, S2'e%' /") C"& )ee 10. ASTM D ;1@ Sa&! E4$+ ale& al$e "/ S"+l' a&! 7+&e A,,)e,ae 11. ASTM E3 @ I&' e +"& a&! Te'+&, A,e& +e' /") C"& )ee: Seel: B+$%+&"$' Mae)+al' a' U'e! +& C"&')$ +"& SCHEDULE - SUBMITTALS PRODUCT DATA SHEET 0 - S$ %+ $&!e) )" +'+"&' "/ D+ +'+"& 01 Se +"& Ge&e)al Re4$+)e%e&'. PRODUCT DATA SHEET 1 - Ma&$/a $)e) ' !aa ' all e )" +!e! /") "&!+&, "% "$&!'F !)2 a 5F &"&' )+& )e''$)e ,)"$F )ea)!a&'F e "82 ,)"$F "l2%e) "& )eeF. PRODUCT DATA SHEET - Te' )e ")': a "% a&+e! 2 a %a&$/a $)e) ' 'ae%e& a )e +"$'l2 e'e! %a "/ '+%+la) 2 e: 4$al+2: a&! %a&$/a $)e a' a * + +' )" "'e! /") $'e "& +' )" e ': ' all e '$ 1. Ce%e&. . A,,)e,ae'. 3. Rea)!a&'. ;. B"&!+&, "% "$&!'. >. E "82 )e'+&. LBNL 7a +l++e' Ma'e)S e +/+ a+"&' 036000-1 Re +'e! G)"$+&, 0@ 0<

Upload: krm-chari

Post on 07-Oct-2015

226 views

Category:

Documents


0 download

Report

DESCRIPTION

Basement Waterproofing

TRANSCRIPT

SECTION 036000 - GROUTING

SECTION 07142 - HOT FLUID-APPLIED WATERPROOFING

BUILDING NO.SC#

PROJECT NAME

SECTION 036000 GROUTINGPART 1 - GENERAL

1.1 SUMMARY

A. Related Documents:

1. Drawings and general provisions of the Subcontract apply to this Section.

2. Review these documents for coordination with additional requirements and information that apply to work under this Section.

B. Section Includes: Grout for uses other than masonryC. Related Sections:1. Division 01 Section "General Requirements."2. Division 01 Section "Special Procedures."1.2 REFERENCES

A. General:

1. The following documents form part of the Specifications to the extent stated. Where differences exist between codes and standards, the one affording the greatest protection shall apply.

2. Unless otherwise noted, the referenced standard edition is the current one at the time of commencement of the Work.

3. Refer to Division 01 Section "General Requirements" for the list of applicable regulatory requirements.

B. ASTM International:

1. ASTM C33Concrete Aggregates

2. ASTM C40Organic Impurities in Fine Aggregates for Concrete

3. ASTM C88Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate

4. ASTM C117Material Finer Than 75m Sieve in Mineral Aggregates by Washing

5. ASTM C136Sieve Analysis of Fine and Coarse Aggregates

6. ASTM C150Portland Cement

7. ASTM C289Potential Reactivity of Aggregates (Chemical Method)

8. ASTM C494Chemical Admixtures for Concrete

9. ASTM C881Epoxy-Resin-Base Bonding Systems for Concrete

10. ASTM D2419Sand Equivalent Value of Soils and Fine Aggregate

11. ASTM E329Inspection and Testing Agencies for Concrete, Steel, Bituminous Materials as Used in Construction1.3 SUBMITTALS

A. Submit under provisions of Division 01 Section "General Requirements."

B. Manufacturer's data shall be provided for [bonding compounds] [dry pack] [nonshrink] [pressure grout] [retardants] [epoxy grout] [polymer concrete].

C. Test reports, accompanied by a manufacturer's statement that previously tested material is of similar type, quality, and manufacture as that which is proposed for use on this projects, shall be submitted for:

1. Cement.2. Aggregates.3. Retardants.4. Bonding compounds.5. Epoxy resin.D. The subcontractor's testing laboratory shall provide evidence of the most recent inspection of its facilities by the Cement and Concrete Reference Laboratory of the National Bureau of Standards and evidence of correction of deficiencies noted in the inspection report before materials specified in this section are delivered to the job site.1.4 QUALITY ASSURANCE

A. Conformance with the specified requirements will be demonstrated testing performed by an independent testing laboratory retained by the University.

PART 2 - PRODUCTS

2.1 MATERIALSA. Cement: Portland cement shall be ASTM C150 Type II or Type V, containing less than 0.6 percent alkali.

B. Aggregate:

1. General: Aggregate shall be non reactive and shall be washed before use. When sources of aggregate are changed, test reports shall be provided for the material from the new source prior to commencing grout work.

2. Fine Aggregate: Fine aggregate shall be sand or crushed stone conforming to ASTM C33 as modified herein. When tested in accordance with ASTM C136, gradation shall be such that 100 percent by weight passes a standard No. 8 sieve and not less than 45 percent by weight pass a standard No. 40 sieve. Variation from the specified gradation in individual tests will be accepted if the average of three consecutive tests is within the following variation:

Standard SievePermissible variation in individual test

No. 30 or coarser2 percent by weight

No. 50 or finer

0.5 percent by weight

C. Admixtures:

1. General: Admixtures shall be compatible with the grout and shall comply with the manufacturer's recommendations. Admixtures shall be added to the grout mix separately.

2. Water Reducing Retarder: Water reducing retarder shall comply with ASTM C494, Type D and shall be Master Builders Pozzolith 300-R, Sika Corporation Plastiment or approved equal.

3. Lubricant: Lubricant additive for cement pressure grouting shall be Intrusion Prepakt Intrusion Aid, Sika Intraplast N, or approved equal.

D. Water:1. Waste for washing aggregate, for mixing and for curing shall be potable, shall not contain more than 1000 mg/l of chlorides as Cl, nor more than 1300 mg/l of sulfates as SO4, and shall not contain impurities which may change the setting time by more than 25 percent or a reduction of more than 5 percent of the compressive strength of the grout at 14 days when compared to the results for grout made with distilled water.

2.2 GROUT

A. Drypack Grout:

1. Drypack grout shall be [a mixture of approximately one part cement, 1-1/2 parts sand, water reducing retarder and sufficient water to make a stiff workable mix] [W.R. Meadows Wedjroc Dry Pack, Euclid Chemical Dry Pack or approved equal] .

B. Cement Grout:1. Cement grout shall be a mixture of one part cement, two parts sand proportioned by volume admixtures for pressure grouting and sufficient water to form a workable mix.

C. Nonshrink Grout:1. Metallic aggregate nonshrink grout shall be Master Builders Embeco 636, Burke Company Metallic Spec Grout, Sonnoborn Ferrolith G Redimix, or equal. Nonmetallic aggregate nonshrink grout shall be U.S. Grout Five Star grout, Master Builders Masterflow 713, Burke Company Non-Ferrous, Non-Shrink Grout, or equal.

D. Epoxy Grout for Crack Repair and Dowel Anchorage:1. Except for applications involving pressure grouting or crack injection, epoxy shall be a high modulus, moisture insensitive, two component, 100 percent solids, thermosetting modified polyamid epoxy compound. The material shall conform to ASTM C881 Type I, Grade 3 such as Sika Corporation Sikadur Hi-Mod series, Adhesive Technology Corporation Solidbond 200, or equal which is capable of not sagging in horizontal or overhead anchoring applications.

2. Epoxy for applications involving pressure grouting or crack injection, shall be a high modulus, moisture insensitive, two component, injection grade, 100 percent solids blend of epoxy resin compounds. The material shall conform to ASTM C881 Type I, Grade 1 such as Sika Corporation Sikadur 52, Adhesive Technology Corporation SLV 300 series, or equal which is capable of achieving complete penetration of hairline and larger cracks.

E. Polymer Concrete for Resurfacing and Patching:1. Polymer concrete shall consist of a liquid binder and dry aggregate mixed together to make a flowable mortar. The liquid binder shall be a chemical and oil resistant, stress relieved, low modulus, moisture insensitive, two component epoxy resin compound. The binder material shall conform to ASTM C881 Type 3, Grade 1 such as Sika Corporation Sikadur Lo-Mod series, Adhesive Technology Corporation 400 series, or equal with a consistency similar to light weight oil for proper mixing with the aggregate. The aggregate shall be oven dry, kept in sealed packages until the time of mixing and be of size and consistency compatible with recommendations of the manufacturer of the liquid binder for the intended application.

F. Adhesive Resin for Dowel Anchorage:1. ICC approved, structural epoxy; prepackaged in cartridges for manually or pneumatically operated caulk gun and automatically mixed at nozzle. Subject to compliance with current ICC evaluation report provide one of the following: HIT RE500-SD Adhesive Anchoring System, Hilti, Inc. (ICC ESR-2322), HIT-HY 150 MAX-SD Adhesive Anchoring System, Hilti, Inc. (ICC ESR-3013), SET-XP Adhesive Anchoring Systems, Simpson Strong-Tie Co. (ICC ESR-2508).2.3 PRESSURE GROUTING EQUIPMENT

A. Pressure grouting equipment shall include a mixer and holdover agitator tanks designed to place grout at pressures up to 50 psi (0.345 MPa). Gauges indicating grouting pressure shall be provided and the mixer shall be equipped with a meter capable of indicating to within 1/10 cubic foot (0.003 m) the volume of grout placed.

PART 3 - EXECUTION

3.1 GENERAL

A. Bonding compounds for use with grout is specified in [Division 03 Section "Concrete"] [Division 03 Section Cast-in-Place Concrete]. Primer, if required for polymer concrete, is to be provided and installed per the manufacturer's recommendations.

3.2 DRYPACK GROUT

A. Drypack grout is to be used for built-up surfaces, setting miscellaneous metal items and minor repairs.

B. Surfaces required to be built-up with drypack grout are to be roughened by brushing, cleaned and coated with the bonding compound specified in Division 03 Section "Concrete"] [Division 03 Section Cast-in-Place Concrete]before application of grout. The grout is to be applied to the required thickness and cured in accordance with Section [Division 03 Section "Concrete"] [Division 03 Section Cast-in-Place Concrete].

3.3 CEMENT GROUT

A. Cement grout is to be used for filling nonbearing portions of equipment pads and pressure grouting.

B. Except for the specialized requirements for pressure grouting, grout is to be mixed and placed in the same manner as cast-in-place concrete. Grout is to be mixed for at least one minute and diluted grout is to agitated until placed.

3.4 NONSHRINK GROUT

A. Nonshrink, nonmetallic aggregate grout is to be used under equipment, bearing plates and column base plates. Nonshrink, metallic aggregate grout is to be used under rotating equipment where high strength and fatigue are of concern, to grout anchor bolts and to grout reinforcing steel. Grout is to be placed and cured in accordance with the manufacturer's recommendations.

B. Holes required for grouting shall be blown clean with compressed air and are to be free of dust or standing water. Horizontal holes for grouting are to be drilled at a slight downward angle and with the inserted dowel or bolt bent to match.

3.5 EPOXY GROUT

A. Epoxy grout shall be used for repairing cracks by pressure grouting or gravity, repairing structural concrete and may be used for setting dowels or bolts in holes. Concrete is to be primed in accordance with the grout manufacturer's recommendations.

B. The use of epoxy grout must comply with the following restrictions:

1. Limited to areas where exposure, on an intermittent or continuous basis, to acid, chlorine gas or to machine or diesel oils, is extremely unlikely.

2. Limited to applications where exposure to fire or to concrete temperatures above the product heat deflection temperature or 120 deg F (40 deg C)(whichever is less) is extremely unlikely. Overhead applications are not allowed.

3. Holes for the anchors shall be drilled (not cored), shall be blown clean with compressed air and shall be free of dust or standing water.

4. The anchor type, size and embedment depth shall be as shown on the drawings and the anchor must be installed in accordance with the manufacturer's recommendations.

5. The anchor must not be loaded until after the full curing period has elapsed.

3.6 PRESSURE GROUTING

A. Prior to grouting, cracks and holes to be grouted shall be washed clean. Washing is not required for grouting soil voids. Once started, grouting shall be continuous until completed. In case of a mechanical failure or other stoppage of the work, the grout equipment shall be washed out sufficiently to ensure that fresh only grout is pumped when the work is restarted.3.7 FIELD QUALITY CONTROL

A. The Testing Laboratory will:

1. Special Inspect installation of anchors in accordance with applicable ICC Evaluation Report, where special inspection is indicated on Contract Documents or where Subcontractor's design engineer has used ICC anchor capacities that require Special Inspection.

a. Subcontractor will reimburse University for cost of Special Inspection, where anchors are sized by Subcontractor's design engineer using ICC Special Inspection values.2. Develop and utilize an effective method of field marking anchor and dowel test locations and results.B. Testing of grout mixes for conformance to manufacturers specified strength: The University's independent testing laboratory shall take four test samples of each day's grout mix and test grout mix samples at 7 and 28 days. Test reports shall be submitted to the University for review under the provisions of Division 01 Section "General Requirements."C. Test 25 percent of reinforcing steel dowels installed with adhesive resin on a given day in tension using pullout procedure. Test to 80% of specified yield strength of the dowel or 150% of the ICC rated static capacity whichever is the lesser with special inspection. Dowels specifically noted on the drawings as No test required do not require tension testing.D. If the failure rate of dowels exceeds 10 percent, testing will be increased to 100 percent of that days installation of similar anchors or dowels. Testing will be reduced to 25 percent of that days installation when the failure rate is reduced to 10 percent or less. Failed dowels will be replaced at no additional cost to the University. Subcontractor will reimburse University for cost of additional testing. The testing agency will produce daily reports of all testing activities: copies of daily reports will be submitted to the University in a timely manner.

END OF SECTION 036000

Page - 14RMW MASTER SECTION Issued OCT 99 AIA Masterspec 2-99

LBNL Facilities Master Specifications036000-5RevisedGrouting09/08


Commercial Division Sunrise Highway, Patchogue · 0200 97310 0200 036000 Note. The cartographic display Of data on this map has been obtained from the Town of Brookhaven rends and

Electoral Roll of Registered Graduate 2010 - Muarchive.mu.ac.in/electse034001-036000.pdfSALUNKE RAMCHANDRA DASHRATH ADD: 21/41, B.I.T. BLOCKS AGRIPADA M.G. ROAD MUMBAI 400011 34061

CT-1281: DJ's Mini-Mart, Smith's Storemsa.maryland.gov/megafile/msa/stagsere/se1/se5/036000/036200/0… · Title: CT-1281: DJ's Mini-Mart, Smith's Store Author: Inventory of Historic

Aportación a la flora bentónica de las Islas …diposit.ub.edu/dspace/bitstream/2445/32556/1/036000.pdflocalidades de la isla de Ibiza, nos permite ampliar en 13 táxones (10 Rodofíceas