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4 FRCCEDURI FOR INSPICHON CT EXISTING CCNCRETI EX?ANSION ANCHORS IN HANGER INSTAI.I.AHONS RE7. 0 REV, 1 2-14 77
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poR INFORMATtON V -
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GARDE 84-21 PDR
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. s TROCIDURI Tim 5'X 1
- 1. PURPOSI
- 2. SCOPE -
- 3. RTL".RE'cEs 4 PERSC::NEL 5
- 5. DISMID.N
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- 6. PROCIDURE
- 7. DOCUlfC TAMON
- 3. SURM ELLWC C Kd l
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1.1 'to provide instiuctic-. to personnehperforming inspect.ons of existing cenerste en;usion anchors. '
. 2.0 ScoPr. . .
2.1 Inspection of all ac:essible conerate anchors as defined and cutlined by the 11. W.1*c11ogg progrc=i for inspection of existing concrete anchors. _
3.0 RE !?r?.'Or W.T* RIAL 0.1 Tho following ref.erence eatorial will be u:nd in providint instruction and for performing inspections of
- installed concrete anchor:.
3.1.1 . Anchor Manufsecurcr data and instructions.
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3.1.2 'F.G.& T. iand ti. W. Kellogg hanger' drawings.
3.1.3 H. V. Te11ogs progr:m for inspection of existing cencreto expansion anchors. ,
4.0 PC2 0!.TI.
4.1 Per:ennel perforriing and docu=enting anchor inspections shal:
meet the following require eenco.
4.1.1 Pass visual acuity test as outlined in M. W. ::ellugg procedure E.S.D. 256.
- l. 1.0 E:ve a runeral mechanieni or engineer N ha:kground sufficient to understand and eenply uith the requir.wener i et this procedure.
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4.1.3 Eave received sufficient instruction on thic procedure to deve'.op an understanding of the apptratas and pre:udera*.
requirce to comNete the require:.ents outlined herein.
nay vill not datermine tbv final dinosition of the anchoe:.
5.0 Dis et*?s Top 5.1 P.andem inspections of installed expansion anchors have indicated that .,
secas existing insta11atiens do not meet minims:s requirements.
Recegni:ing this, we have performed and anes .r failure analysis test. t to deter =ine to,what extent an anchor can deviate from perfcet and still meet design require:nents. Because of those findings a ec ;'. :e inspection will be performed. Anche rt. found to be outside the riteria defined hereia *.riil be evaluated and, if required, )
l' recairs made to assure compliance with design requirc nents.
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' FOR)NFORMAT W ONLY .
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/' . l. . 6.1 HILTI ANCHORS. .. . -
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6.1.1 These anchors are' designed to develop maximum stren:;th when installed as shown in steps 1, 2 & :3 of attachment 0 1.
- a. The hole must be drilled to the proper depth and size.
~ho depth being the length of the anchor. (Steps 01)
- b. The hole should then be cleaned to remove any remaining chips or poedered concrete. (Steps # 2)
- c. The anchor iu then placed in the hole, the pluc inserted, small cad first, and driven to expand the anchor inside the co'ncreta. (Step i) 3) This is accomplished with the proper sized setting teol, shown at -the bottote of shest, Atrach=ent # 1. .
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6.1.2 A' perfect instillation'vould be one that le:ves the anchnr flush. .to .not more than 1/8" belen the curface of the cencrete and has the plug driven where the small end is flu:h with the be.ek of the anchor, and the angle of the
. anchor is perpendiculcr to the surface of the cenerate.
. 6.2' PHILLI?S A:'C11CES (See Attachment 0 2) ,
6.2.1 These anchors are designed to develop mar.imum strength when installed as show in actsch=rst 02.
- a. The anchor itself is used, in a machine designed ice installing these anchors, to drill the hole. The holu sheuld be ::et greater than 1/16" - 1/3" deeper than che length of the anchor. (Step 9 1)
- b. Af ter the hole is drilled the anchor is removed and the hele ele,aned. Care should be taken to asrure th:
the c:re is removed from the center of the hole.
(See Step 9 2)
- c. After the hole is cleaned the e.~.pansion plug is inserted.
small and first, into the back cnd cf the anchor (Step 2.a),
placed in the hole and, unlike the ):ilti, the anchor is driven down on the plug to v.pand it.
6.2.2 A perfect insta11atier, would be one that leaves the anchor flush to not more thr.n 1/8" below the concrete surface and has the anchor driven where the back, larga end, of the plet is fluch with the back of the anchor, and the angic of the anchor is perpendicular to the surface of the concreto.
. 6.3 In gee H nn aM Da t-ant thn FOR INFORMMO ONLY
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- Accessible anchors -vilic be inspected and . finding: '
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. 4 .- .. rac'crded'as follows.~ S - - - -
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, ' 6.3 /1.1 - Prepare an Anchor Inspection Check List. -
(Attacha:ent # 3) 6.3.1.2' Reco-d the hanger symbol, area and eleva ; ion.
Line " A "
- 6.3.1.3 sketch the base place and bolt pattern.
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6.3.2 Nu=bor each bolt in the pcetern. Facing the picco cesrt with nue.ber 1 in the top left corncr. cad protucd clock vice. If the pinte is f1por or ceiling inounted ccaridor North as the top of the plate. Mark the number adjacent to each bolt with a permanent, ear.ily identifiable marker.
f .? I.f a -support has anore ' an one base plate,. idenciG each . .
plati.~using letters C Jete! 2ecord the nuinber en the '
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check ' list Line " 3-"t
. .m complete I.ine " C ".
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6.3.3 Re:neve each accessib1e bolt in the hanger in:::11ation.
Record the typo and sizo on the "Check List". IS: h" H or " P. ' "H" beius Hitti and "P" being ?hillips. Lin o " 3 "
NOTE: Hilti plugs are unpainted and dark grc/.
" Thillips are either "red" anodised or painted.
occasionally a rusted Hilti r.sy appear to bo red.
Re-ove only o*e bolt at a time unless it can be determined that the hanger will not move if more than ene bolt is rem vod.
If, for any reason, the hen::er =cvos durin;; the insnactica it shall be noted in the "Ren:rks" sectien of thw "Chech
'ist" and the "Revieu Required" box checked.
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If there is reason to believe that the bolt er anebor will l be dareged durirm bolt rc=cval, ether bolt: may ba Ic.c::end i to relieve binding. If the bolt still bindt and cr.nnot be recovud leave as is and note it on ne check litt, circia the notation, and check the "Revork acquired" box. I 1
If any or all bolts cannot be removed because of incarference or accessibility note it on the check list and check tho l "Review Required" box. ' '
6.3.4 Af ter the bolt has been removed visually examino the anchor for obvious irrogularitius such as: overtite holes in the concreta or looto anchorn, striprad threads or anchurn with the wrong type expansion plug. If any of th :ee or uther obvious irregularities exist note it in the reserkt sectica of the check list and check the "Reriew Requirud" box.
FOR[O '
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1 " .i off on the thread end; determine the number of re=aining threads and recordtit on the check .
list.- Line ".E "
- NCTI: Unmodified Hilti anchors have a 45* internal chamfer on the shoulder. Uncodified Fhilliy:
anchors will have a rough shoutdor caused by breakin5 off the driving portion of tho :ncher after it has bacn set. The aw.ber of re=xining
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threads shall bc determined by fully inserting the anchor test :;uage and counting the number of turns required to re:nva it. If the ra-msining numb <2r of throedi: is peator than the number in the chart belo'w it can bo recorded as "All" thrende rc:nnining.
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- .~.! Check the depth of the anchor below the surfact of the concreto. If it it. not possible to wescure th9 .:t: hor d e. .th.
estieste the depth end note that the measurn. nt h:s been estinsted. If the d, p.h i:a grestac than ;" rccced the d pth ;
in the entr:* . space and circle the aintry,1.ine* "?". Cheen i the "ncvico nq 21* red" bon. )
l 6.3.6 Check for Anguise Misslignment as, follcus:
- 1. Insert the test tool (Seat Actschwent i 4) into the anchor.
- 2. Nessure the angle between the hanr.cr plata and tha cost !
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- 3. II the anguise miss11gn=ent is greater than ',' from l perpendicular to the plane of the pisto, reco-d thu j degree of deviation in, the entry spaca. Line " C ", j and check the "Reviet required" box. l
- 4. Re-ove the test tool. -
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- 6 3.7.. :-Check tho bale for, tend h sad ' thread damage.- The length- -
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..z:use be sufficient to. assure:4t lese A full threads
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b' *ngagement in the anchor. - .*
If bolta ars found to be short or have thread da'nage.
discard then and af ter completion of the inspection install new bolts. It is not neces:ary to record this on the check list.
If bolt threads are stripped and it 1: determined that contact with the base place is the reason, leave the bolt out and note the condition in the :: narks section of the check list. Check the "nework nequired" bor..
6.3.8 C;in: the appropriate type and si:e driving tool, the fitter.
will drive the plug or anchor to as:ure it is fully driven.
Caution should be exercised to prevent over driving.
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below the botro:a thraad. .lf not, censure che lens;h of
~ the exposed remaining thrend from the top of the plug to the edge of the an.: hor, record this dinension and not:
that the di=er.sien was measured without the use of the cost guage.
If the botte thread is visible above the plus, :nd the thrted
~' end is not cut off, creasure trith a depth g:uge the distace frem the top of the anchor to the plug. Record the re:. ding on the ch:ch list, Line " H " (See Typ , Inspection Aid Attcched to For:n 110).
NOTE: Anchor test pau;e (Attechrent # 5) is to be used for all inspections tihere the thread end of the en: hor is cut off.
If the alternate i;usso (Att:ch:ent 0 6) is used so indle.ato ;
on the check list and add 2" to tha resding: belev. l l
UOTI: The anchor test guages will be checked for excessive wear at periodic inter.:Is not to excom'.1 we ek. Uhen there is evidence of ur.ar ,
the worn guage will be replaced by a new one. l If the readings are cutside the ranges given below circle the entry and chech the "Roview Required" bor..
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SEE Pt.0E 7A 0F 14 r" f!C1.D Q.A. ACCEPTAMCE CRITI*.1A.
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have been recorded . replace the bolt:
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- M.t W.' - .. . except chare .it is obirious that repairs cust ' be made. Then I spray a spot of orange paint on the hanger plate to indicate l
' that the hangar hac been inspected.
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l 6.3.9.1 If the "Revicu Required" or Revork Required" box is checked on the check list, the inspector will hang a red flag on the hanger cdj.scont to the I base plate.
7.0 DCCt.MW. STTON 7.1 Upon co=pletic.n cf en in:pection the incroc:nr t.h,.11 reviet: the incpoetiun check.li:t to cusure that all required entrict, arc cado. ,
Then sign and dt.te the sheet. .
7.2 ,.During the shi.fr the check lists w111 he collected by.Q.C. . .
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8.1 Tne M. W. Kellogg Q.A. Departcent will perfore audifs of the
' inspection progrcm. This will be perfor:-cd'by auditorn who vill randomly observe the inspection tenes .to assure that all incpoetion
', require =cnts are teet, that mascurements are accurate and that the g .
inspection check lists are pruperly docuu:enced.
- v. 8.2 When an auditor observes an inspection ha vill initial the check list as an indication that he hac observed thet inrpecticn and that it was performed correctly.
8.3 If ha finds th..: incpsetions are being p rforned or docu=ented incorrectly he vill have the inspection term reinsp =t all pr:vious l cucpec work. !
1 Repeated diseme ncies by en inspection tearn will be cause for rer. raining of the individunis or reaccis..e. ant.
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