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FILE NAME Corning OC DATE 1966 Nov 1 DOC OC192 DOCUMENT DESCRIPTION Memo RE Kaylo Research & Development - Substitution Materials J. H. Thomas - Toledo M. Hardwick * Berlin - KAYLOR & 1 y; C. C. Dr. Frank Dick Day SHANNON November , 1966 | R. S. Grant - Toledo R. J. McEvoy Granville Wayne Johnson New York i The attached article was taken from the Chemical and Engineering News magazine October 24 1966 edition I thought you would be interested in this article in relation to our conversation at Sunnybrook of several weeks back at I thought it particularly interesting that glass compositions containing no boron were actually alkalf resistant enough to contribute the modulus of rupture and strength characteristics in silica compounds equivalent to 10 approximately of asbestos fibers As they state in the article such glass fibers in slabs after a month have shown no signs of deterioration Apparently this Granville area article has inasmuch as received some attention Bob McEvoy mentioned it in the to me I have also covered Wayne Johnson with a copy since in recent discussion he has indicated of this memo that the Marketing Division would be most interested in a supporting program whereby a substitute for asbestos in Kaylo could be found to give them an alternate solution to the current asbestosis problem in the insulation industry Wayne also indicated that if a program could be developed the & C Marketing Division would be interested in supporting same As I indicated to you I am convinced beyond a shadow of doubt that this program is a must in the any of long range plans marketing our calcium silicates Costs health hazards ability etc. are all prims considerations I would appreciate your comments Pi jad M. Hardwick - 212 e e fo. e a) #45 . an . 00115 ' pemt . . SA, e ne - to ee. aa PT Tr 8 th ' : : 0724,1966 0724,1966 0724,196 0724,1966 eee . vere, . Glass fibers reinforce reinforce reinforce reinforce reinforce *. : . OMe, eof concrete pow Nan Paatvmbwraed a . 7 ao hehe ee i ' 7 4 fees ed ke 27 ! gs ti, i. : highly hy { ims devloped resistant Pergo: A position i architects a a eee prevest Nb rehiforced age rehiforced . : glass still more compte design concrete concrete concrete would al freedom freedom In CileCn ilen Ab^,r make fy: ma . ve - 7 . a |a] . | ; wera 3 an) an | : \ f pos- :as gh soo pos- alble thinner highstirngth highstirngth structural structural akapon and piping than are now in : 5 the t . the . ; | spun practical on fh yo re : ft ral] tert aan ad a) Af ot, ead ae use . A complex silicate of caklum aluminum and magneslum , under under Ministry study by Ministry Technology's buibluidldiingng building research research bill as a practical of Technology's station may 61 It's easily into reinforcing glass- glass- it's fiber it's com reicnforecinmg ent Soyis..j patible with . 3] patible with = t luil protec ft ps 4 . tkin rota : portland Ilmit Corritun protec t^"the thuiseva al reinforced concrete oot sl^,jes Nelnfuro- ve | bo. yt 4 tye ijj t } i! ; toy . . .. 43 . e hat i ; concrete a d ron , a Ing wires or rods must be covered by at least 11 incihnchii of concrete on all sides sides , \ .! sf rusting concrete foe a0. to prevent prevent 1 1 eos 7, composite is - 4 .%% A fiber alternative and asbes already alternative , i ul tos fiber is already used to reinforce | planking viet concrete planking and the like In r.| PaaS theory , glas glass fiber is betterbetter since its , Jayaa iat tensile strength is markedly higher } beset uFisbeedr filfaimlaemnentt feestls +t optimal . of than that to the of asbestos asbestos and it can be cut length for making a strong this eae strong composite with concrete Te bestos are shorter than As- . he opti-opti- bestos fibers | . ae The 4 about thin Lopes | chemistrmyost | uptimalPrdoi- | Poysptaa]a duced woF ban: Ve dum which three quarter diameter the flament frit ' :f The chemistry crete to reinforce it land cement is about illicate , hardening of hardening hardening com- previous attempts glass fiber Port- cab converted dur- a calcium hydrate hardening hardening Into silicate distthree : i inne sett main binding mold of more 8 \lie3 (2) attacks product soda overmoist fits, "t Mees used for boro- wetting then ~ ps . . the main concrete The lime which silicate glass attacks the generally binding low | agent in | slaked "ad silicate continues to . harden the asp - | | Powis " the concrete harden the glass gradually disdiinsitntee ro grategsrates te olf and the composite composite composite loses its strength strength cement matrix rupture | oop4 . 1 2M : fp cement hardenine times were T slaked lime re One way around around the problem is to use a containing anhydrous caklum aluminate aluminate instead of caldum dlicate On hardening It forms lime and thus doesn't no | vlet'fes alumbra harm | | The latter Class . vdehe ororddinairy nary glass Eber . But alumbra alumbra co- broken for examination montNhur : tarps) 4 fad ment is more expensive than portland : : , - setup y ; PILOT PLANT . BRS'BR1S'1 experiment ft fh - ita tal setup setup produces glass fiber 10 wi tee iE . micromniscrons in diameter which be | " may to strengthen concrete , rn ' is drawn in a single ars from the resistance fumace to a drum ree i at the base of the rig : . . . . . : ake : ' : oe Testing has been limited to thin cement slabs containing ] of | Eber what seems to be for composite strength sy Hk Eg Thy bee ws 5 mod ars, ela ih a . ; y+ fel oe as a continuous pf. i | microns in , fiber is through a chopper and placed in ; } eo . we p fet ifees . ra bution bution or less parallel lengths distre C'e ment mix to there ough The their strength slabs fiber is then added bers remareimnain further partly aricide ae adding further to composite show a modulus of These ofof 15,000 p s.l. after a month's hardenine This more than three times the value 10 for slabs containing slabs The Ebers latter athestos easily be on- . ented ented in a . Class Ebers slabs e . r wo ; 4 GS t ee rn 7 |.: f > re ot : , : : reopen ye oa De on 7 * A "4 Ps , te *. ; no sigru of deterioration ' has shown cement |- od has } rik \ exposure to belling caustic glass f, wl Dr. W. Nurse head of aflicate significant effect on the shown A ON the {iit-] research at BAS BAS Carston laboratory In these thin slabs fibers te : fibers are (7s. tack |mt, ANY near London London took the opposite distributed fairly evenly throught 2 ad Thicker throughout PIS Hi group went after glass compost the slab cross section Thicker strie ' te i. that The reinbefreoinrfocrceedd iran tions that resist alkali attack for . tural members Eatp glass by | for which = 2 fea ; the : a now tested sf glass fiber to a thin layer at wt : Hofer beingbeing adding BBS has patent application surface of the tension alde Produs aan ta . controlled formulated } the set Incorporating Produs al ae ny Ty was first formulatedformulated formulated during a study methods for ela . Incorporating oar Bon more fp] Sipe of crystallization of glass Eber into slabs and into compies worked AT f Te Oben Unlike Unlike the usual making have still to be ths compositionscompocsiotmipoonssitions sEhbaepnes approach chopped Racal ten ( f Bee compositions this glass contains no resist alkali ti Eben is to blow into mold retain choped as re the tdoetailed study oo nn better found although ta | parafiel Pan coe ert (LAAT resistance | babo adheres la . 2 -RTIAICtt ] see ibis attack known acid standing standing :. ce ! fucwo} 6 th ot, | any other glass | Nurse says t in't particularly tee . ePh ay ae out- nn IePeeete : at cee | ee orientation A planned of how will glass glass study ber / a | gt of Yo,$ adheres to cement partieles the fd composita : loot ten tg . Sys Penman oa 213 ope pha - an 3 2 a x 4