fiscer FIS EM Plus ETA17/1056 ETAG 001 5 Postinstalle rebar connection (TR23) Information sur le niveau émission e substances volatiles ans l air intérieur, présentant un risque e toxicité par inalation, sur une écelle e classe allant e A+ (très faibles émissions) à C (fortes émissions). ETA17/0979 EAD 330499010601 Option 1 for cracke concrete Z21.82087 Seismic performance category C1, C2 ESR1990 See ICCES Evaluation Report at www.icces.org
fiscer FIS EM Plus D Gebraucsanweisung HR Upute za instalaciju GB Operating instructions srb Uputstvo za instalaciju F Moe emploi TR Kurulum talimatları NL Montageanleiing GR Οδηγίες Εγκατάστασης I Istruzioni per l installazione BG Инструкции за инсталиране E Instrucciones e uso RUS Инструкция по установке P Instruções e utilização ua Інструкція з використання DK Installationsvejlening kz Қолдану нұсқаулығы S Installationsinstruktioner RC 使用说明书 N Installasjonsveilening J 取扱説明書 FIN Asennusojeet ROK 사용설명서 IS Notkunarleiðbeiningar RI Panuan Penggunaan EST Kasutusjuen تعليمات االستخدام uae LV Lietošanas instrukcija LT Nauojimo instrukcija PL Instrukcja instalacji CZ Návo k instalaci SK Návo na používanie H Szerelési útmutató RO Instrucţiuni e utilizare SLO Navoila za namestitev 2
D Trockener Beton Nasser Beton Verscmutztes Borloc Wassergefülltes Borloc GB Dry concrete Water saturate concrete Contaate rill ole Water fille boreole F Béton sec Béton umie Perçage non époussiéré Trou inoné NL Droog beton Met water verzaig beton I Calcestruzzo secco Calcestruzzo saturo acqua E Hormigón seco Hormigón saturao e agua Vervuil boorgat Foro sporco Agujero e talarao sucio Met water gevul boorgat Foro pieno acqua nel calcestruzzo Talaro lleno e agua en ormigón P Betão seco Betão saturao e água Furo com sujiae Furo ceio e água DK Tør beton Vanmættet beton Tilsmuset boreul Vanfylt boreul S Torr betong Vattenmätta betong Smutsigt ål Vattenfyllt ål N Tørr betong Vannmettet betong Tilskitnet boreull Vannfylte boreull FIN Kuiva betony Veen kyllästämä betoni Likaantunut poranreikä Veellä täyttynyt porareikä IS Þurr steinsteypa Blaut steinsteypa Órein borola Vatnsfyllt borola EST Kuivbetoon Märgbetoon Mustunu puuriauk Veega täietu puuriauk LV Sauss betons Mitrs betons Piesārņots urbums Urbums ar ūeni LT Sausas betonas Drėgnas betonas Užteršta išgręžta skylė Vanens pripilyta išgręžta skylė PL Beton sucy woą Beton nasycony woą Zabruzony wywiercony otwór Wywiercony otwór wypełnionym CZ Sucý beton Mokrý beton otvory vyvrtané o Znečištěný vývrt Naplněné voou SK Sucý betón Voou nasýtený betón Znečistený vývrt Voou naplnený otvor vyvŕtaný H Száraz beton Neves beton Szennyezett furat Vízzel töltött furat RO Beton uscat Beton u Gaură forată contaată Gaură forată umplută cu apă SLO Su beton Moker beton Umazana izvrtina Z voo napolnjena izvrtina 3
HR Sui beton Mokri beton Zaprljani provrt Voom napunjen provrt srb Suv beton Mokar beton Zaprljan provrt Provrt napunjen voom TR Kuru beton Yaş beton Kirli elik Su olu elik GR Στεγνό μπετόν Υγρό μπετόν Βρώμικη τρύπα Τρύπα γεμάτη νερό BG Сух бетон Мокър бетон Замърсен отвор Пълен с вода отвор RUS Сухой бетон Водонасыщенный бетон Загрязненное отверстие Отверстие в бетоне, заполненное водой ua Сухий бетон Водонасичений бетон Забруднений отвір Заповнений водою отвір kz Құрғақ бетон Ылғалды бетон Ластанған саңылау Сумен толтырылған саңылау RC 干燥混凝土 湿混凝土 受污的钻孔 注水的钻孔 J いたべトン湿ったべトン汚れた掘削孔水がたまった掘削孔 ROK 건조콘트리트 습윤콘크리트 이물질이삽입된드릴 구멍 물이찬드릴구멍 RI Beton kering Beton basa Lubang bor terkontaasi Lubang bor terisi air ثقب ممتلء بالماء ثقب ملوث خرسانة رطبة خرسانة جافة uae 4
T inst t work D Gerissener Beton Ungerissener Beton Bewerungsanscluss Dremoment Verarbeitungszeit GB Cracke concrete Noncracke concrete F Béton fissuré Béton non fissuré Scellement armatures Reinforcement connection Require torque Open time Couple Temps e manipulation NL Gesceur beton Ongesceur beton I E Calcestruzzo fessurato Hormigón agrietao Calcestruzzo non fessurato Hormigón sin grietas P Betão fissurao Betão não fissurao Wapeningsaansluiting Draaimoment Verwerkingstij Ferri i ripresa Coppia Tempo i lavorazione Conexión e refuerzo Par Tiempo e tratamiento Conetor e reforço Binário Tempo e processamento DK Revnet beton Ikkerevnet beton Armeringstilslutninger Tilspæningsmoment Forarbejsningsti S Sprucken betong Ej sprucken betong N Betong me riss Betong uten riss Armeringsforbinelse Armeringsanslutning Vrimoment Bearbetningsti Dreiemoment Bearbeielsesti FIN Haljennut betoni Halkeamaton betoni Vavistusliitäntä Vääntömomentti Käsittelyaika IS Sprungin steypa Óbrotin steinsteypa EST Pragunenu betoon Tenging við styrkingu Snúningsátak Vinnslutími Pragueta betoon Sarrusüenus Pööremoment Töötlemisaeg LV Betons ar plaisām Betons bez plaisām LT Sutrūkinėjęs betonas Vientisas betonas Stiegrojuma savienojums Armatūros sujungimo elementas Griezes moments Sukimo momentas Apstrāājamības laiks Darbo su mežiaga laikas PL Beton spękany Beton niespękany Złącze zbrojarskie Moment okręcenia CZ Beton s trlinami Beton bez trlin Přípojka výztuže Utaovací moment SK Betón s trlinami Betón bez trlín Styková výstuž Uťaovací moment Czas żelowania Doba zpracování Doba spracovania H Repeéses beton Repeésmentes beton RO Beton fisurat Beton fără fisuri Racor e armătură Betonvasalatcsatlakozás Forgatónyomaték Felolgozási iő SLO Razpokan beton Nerazpokan beton Priključek za armaturo Cuplu Navor Timp e punere în operă Čas obelave 5
HR Ispucani beton Neispucani beton Priključak armature srb Ispucao beton Neispucao beton Priključak armature T inst Okretni moment Obrtni moment t work Vrijeme obrae Vreme obrae TR Çatlamış beton Çatlamamış beton Destek bağlantısı Tork Kullanma süresi GR Μπετόν με ρωγμές Μπετόν χωρίς ρωγμές Σύνδεση οπλισμού Ροπή σύσφιξης Χρόνος επεξεργασίας BG Напукан бетон Ненапукан бетон Връзка за армировка RUS Треснутый бетон Целый бетон Соединитель армирования Въртящ момент Крутящий момент Време за обработка Время обработки ua Тріснутий бетон Бетон у зоні стиснення kz Бүтін бетон RC J Жарықтары бар бетон 有裂缝的混凝土 ひび割れがあるべトン 无裂缝的混凝土 ひび割れのないべトン ROK 균열콘크리트 비균열 콘크리트 Арматурне пруття Крутний момент Час обробки Арматуралау қосылымы Айналдыру моменті Өңделу уақыты 钢筋连接件扭矩加工时间 強化コネクタトルク加工時間 보강재연결토크작업시간 RI Beton retak Beton tiak licin Sambungan penguat وصلة حديد مسلح خرسانة غير خرسانة متصدعة uae متصدعة Torsi عزم الدوران Waktu pemrosesan وقت التصنيع 6
t cure FIS A RG M RG MI Rebar S k D Ausärtezeit Ankerstangen Innengewineanker Bewerungsstab / Bewerungsanker Skalenteile GB Harening time Ancor ros Internal trea ancors F Temps e urcissement Reinforcement ro / Reinforcement ancor Tiges filetées Douilles tarauées Barres armatures / Ancrage armature NL Uitartij Ankerstangen Binnenraaanker Wapeningsstaaf / Wapeningsanker I E P Tempo i inurimento Tiempo e enurecimiento Tempo e enurecimento Barre i ancoraggio Barras e anclaje Tirantes e ancoragem Ancoraggio con filettatura interna Anclaje e rosca interior Ancoragem e rosca interna Ferro i ripresa / Ancoraggio i ripresa Barra e refuerzo / Anclaje e refuerzo Barra e armação / Ancoragem e reforço Scale ivisions Grauations Scaalonerelen Divisioni i scala Uniaes e escala Intervalos e grauação DK Hæreti Gevinstænger Anker me invenigt gevin Armeringsstav / Armeringsanker Skalatrin S Härningsti Förankringsstänger N Hereti Ankerstenger Innvenig gjengeanker Ankare me innergänga Armeringsjärn / Armeringsankare Skalelar Wapeningsstaaf / Wapeningsanker Skalaeler FIN Kovettumisaika Harustangot Sisäkierreankkuri Tartuntateräs / Tartuntaankkuri IS Þornunartími Festistangir Festing með skrúfgangi að innanverðu Styrktarteinn / Styrktarfesting Asteikkojaot Mælikvarði EST Kõvastumisaeg Ankurvara Sisekeermega ankur LV Sacietēšanas laiks Enkura stienis Iekšējās vītnes enkurs LT Kietėjimo laikas Inkariniai strypai Strypas su viiniu sriegiu PL Czas wiązania Kotwy Kotwy z gwintem wewnętrznym CZ Doba vytvrzení Kotevní tyče Svorník s vnitřním závitem SK Doba vytvrnutia Kotviace tyče Kotva s vnútorným závitom H Kikeményeési iő Horgonyruak Belsőmenetes orgony RO Timp e întărire Bare e ancorare Ancoră cu filet interior SLO Čas strjevanja Sira Siro z notranjim navojem Sarrusvarras / Sarrusankur Enkura stiegrojuma / Enkura stienis Armatūrinis strypas / Armatūrinis inkaras Pręt zbrojarski / Kotwa zbrojarska Výztužná tyč / Kotva výztuže Výstužný prút / Vystužovacia kotva Betonvas rú / Horgonyzó vas Tijă e armătură / Ancoră e armătură Armaturna palica / Siro armature Skaala jaotuse Skalas ieaļas Skalės paalos Poziałki skali Dílky na stupnici Diely na stupnici Skálarészértékek Diviziuni scală Razelki na skali 7
t cure FIS A RG M RG MI Rebar S k HR srb Vrijeme stvrnjavanja Vreme otvrnjavanja Sirene šipke Šipke za ankerovanje Siro s unutrašnjim navojem Kotva s unutrašnjim navojem Armaturna šipka / Armaturno siro Armaturna šipka / Armaturna kotva TR Sertleşme süresi Dübel çubukları İçten işli übel Takviye çubuğu / Takviye emiri Dijelovi skale Delovi skale Karan bölümleri 8 GR Χρόνος σκλήρυνσης Ντίζες αγκύρωσης Αγκύρια εσωτερικού σπειρώματος BG RUS Време за втвърдяване Время отверждения Анкерни пръти Анкерные болты Анкерен болт с вътрешна резба Анкеры с внутренней резьбой ua Час затвердіння Анкерні шпильки Анкер із внутрішнім різьбленням kz Қатаю уақыты Aнкерлік болттары Iшкі бұрандасы бар анкерлер Ράβδος οπλισμού / Αγκύριο οπλισμού Армировъчен прът / Армиро въчен анкерен болт Арматурный стержень / Арматурный анкер Арматурний стрижень / Арматурний анкер Арматуралық өзек / Aрматуралық анкері RC 硬化时间 系杆 内部螺纹系杆 钢筋 / 钢筋锚杆 Διαβαθμίσεις κλίμακας Части на скалата Деление шкалы Поділки шкали Шәкіл бөліктері 刻度 J 凝固時間 アンカーロッド めねじアンカー 鉄筋 / 強化アンカー 目盛り分割 ROK 경화시간 앵커로드 頂睡蝶溯萄操 보강로드 / 보강앵커 RI Waktu pengerasan Batang jangkar Jangkar berulir alam لولبة تثبيت قضبان تثبيت وقت التصلب uae داخلية Batang penguat / Jangkar penguat قضيب حديد مسلح تثبيت حديد مسلح 스케일의눈금폭 Bagian skala أجزاء المقياس t work t cure FIS EM Plus FIS EM Plus > 5 C 1 C 180. 200 > ± 0 C + 4 C 150. 90 > + 5 C + 9 C 120. 40 > + 10 C + 19 C 30. 18 > + 20 C + 29 C 14. 10 > + 30 C + 40 C 7. 5 8
ETA17/0979 EAD 330499010601 Option 1 for cracke concrete ETA17/0979 EAD 330499010601 Option 1 for cracke concrete ETA17/0979 EAD 330499010601 Option 1 for cracke concrete FIS A / RG M RG MI Rebar / 10 / 11 / 15 / 16 / 17 12 / 15 / 16 / 18 13 / 14 / 15 / 16 / 17 ESR1990 See ICCES Evaluation Report at www.icces.org Ros /Rebar 19 / 20 / 21/22 03/21 5 C + 30 C FIS MR Plus / FIS UMR Art. No. FIS DM S 511118 FIS AM 058000 390 ml FIS DCD S 543629 FIS AP 058027 FIS DM SL 510992 585 ml FIS DP SL 511125 1500 ml FIS DP SXL 512401 FIS MR Plus FIS UMR 9
ETA17/0979 EAD 330499010601 Option 1 for cracke concrete FIS A RG M FIS A, RG M Ø M6 M8 M10 M12 M14 M16 M20 o o 8 10 12 14 16 18 24 o o, o,max 50 60 60 70 75 80 90 120 160 200 240 280 320 400 b b 10 11 14 16 20 20 26 fiscer BS Ø 8 Ø 10 Ø 12 Ø 14 Ø 16 Ø 18 Ø 14 7 9 12 14 16 18 22 9 12 14 16 18 20 26 S k S k ( o,) [ ] S k ( o,max) [ ] 2 3 4 3 5 5 11 4 8 12 10 16 19 48 T inst,max [Nm] 5 10 20 40 50 60 120 10
ETA17/0979 EAD 330499010601 Option 1 for cracke concrete FIS A RG M FIS A, RG M Ø M22 M24 M27 M30 M33 M36 M40 o o 25 28 30 35 37 40 44 o o, o,max 93 96 108 120 132 144 160 440 480 540 600 660 720 800 b b 27 30 40 40 40 42 47 fiscer BS Ø 25 Ø 28 Ø 35 Ø 35 Ø 37 Ø 40 Ø 44 24 26 30 33 36 39 43 28 30 33 40 43 46 50 S k S k ( o,) [ ] S k ( o,max) [ ] 10 14 17 27 29 36 50 46 69 85 132 144 179 245 T inst,max [Nm] 135 150 200 300 400 500 600 11
ETA17/0979 EAD 330499010601 Option 1 for cracke concrete RG MI RG MI Ø M5 M6 M8 M10 M12 M16 M20 l E, max. l E,. l E, l E,max 8 8 8 10 12 16 20 14 16 18 23 26 35 45 o o 10 12 14 18 20 24 32 o o 75 75 90 90 125 160 200 b b 11 14 16 20 25 26 40 fiscer BS Ø 10 Ø 12 Ø 14 Ø 18 Ø 20 Ø 24 Ø 35 6 7 9 12 14 18 22 S k S k [ ] 3 3 4 6 11 17 39 T inst,max [Nm] 10 20 40 80 120 12
ETA17/0979 EAD 330499010601 Option 1 for cracke concrete Rebar Rebar, Ø Rebar Ø 8 Ø 10 Ø 12 Ø 14 Ø 16 Ø 18 Ø 20 Ø 22 Ø 24 Ø M12 M16 M20 Rebar o o 10/12 12/14 14/16 18 20 25 25 30 30 o Rebar o, 60 60 70 75 80 85 90 94 98 o,max 160 200 240 280 320 360 400 440 480 o, 170 180 190 o,max 240 320 400 b b 14 16 20 20 25 27 27 40 40 fiscer BS Ø 12 Ø 14 Ø 16 Ø 18 Ø 20 Ø 25 Ø 25 Ø 30 Ø 30 14 18 22 18 22 26 Rebar S k [ ] o, 3 3 4 5 6 12 10 18 15 o,max 7 10 14 18 24 50 45 80 69 S k S k [ ] o, 10 14 22 o,max 14 24 45 T inst,max [Nm] 40 60 120 13
ETA17/0979 EAD 330499010601 Option 1 for cracke concrete Rebar Rebar, Ø Rebar Ø 25 Ø 26 Ø 28 Ø 30 Ø 32 Ø 34 Ø 36 Ø 40 Ø M24 Rebar o o 30 35 35 40 40 40 45 55 o Rebar o, 100 104 112 120 128 136 144 160 o,max 500 520 560 600 640 680 720 800 o, 196 o,max 480 b b 40 40 40 42 42 42 47 58 fiscer BS Ø 30 Ø 35 Ø 35 Ø 40 Ø 40 Ø 40 Ø 45 Ø 55 26 32 Rebar S k [ ] o, 13 26 24 36 35 28 47 101 o,max 65 127 116 175 173 135 233 457 S k S k [ ] o, 26 o,max 63 T inst,max [Nm] 150 14
FIS A RG MI Rebar FIS A, RG MI, Rebar, 1.1a 1.1b 1.1c 1.1 1.1e 6 bar 2 x 2 x 6 bar fiscer BS > Ø fiscer BS < Ø 30 mm Ø 1.2a 1.2b 1.2c 1.3a 1.3b 1.3c 1.3 6 bar 1.3e 1.3f 1.3g fiscer BS > Ø fiscer BS < Ø 2 x 6 bar 15
FIS A RG MI Rebar FIS A, RG MI, Rebar, 2a 2b 2c 2 3/4 16
FIS A Rebar FIS A, Rebar, 3 10/11/ 13/14 4 5 5a 5b 100 o 5/ t work 6/8 6 7 8 9 10 t cure T inst, max 7/8 5/6/10/ 11/13/14 17
RG MI RG MI 3 4 5 t work 5/ 6/8 6 7 8 9 t cure T inst, max 7/8 5/6/ 12 18
Installation instruction see ICCES Evaluation Report No.1990 at www.icces.org fiscer aesive ancoring system FIS EM Plus fiscer FIS EM Plus is an epoxy aesive ancoring system for fastenings in normal weigt concrete. Important: Before use, rea an review te installation instructions an te SDS (safety ata seet). Do not use expire aesive. A Preparing te cartrige 1. Remove te cap by turning an pulling it off. 2. Insert te static mixer an lock it in place (turn to te rigt). Te spiral element mixer in te static mixer must be clearly visible. Never use witout te static mixer! 3. Place te cartrige in te ispenser. 4. Press approx. 10 cm of material out until te resin mortar comes out evenly grey in colour. Mortar wic is not grey colour will not cure an must be ispose off. 5. Te temperature of te concrete must be at least 50 F (10 C) an at most 104 F (40 C) (see Table VII). Te temperature of te cartrige must be at least = 41 F (5 C). 6. After finising work, leave te static mixer attace to te cartrige. Important: If te processing time is exceee, use a new static mixer an if necessary remove encruste material in te cartrige mout. B Installation Important: Installation instructions follow te pictograms 1 7 for te sequence of operating an refer to Tables I VI for setting etails. Te construction rawings must be aere. For any applications not covere by tis ocument, or by any problems wit installation contact fiscer. 1. Drill ole wit a ammer rill set. Observe te correct ole iameter an ept accoring to Tables IVI. 2.1/2.2a/2.2b/2.3. Staning water in bore oles must be completely remove by blowing out before cleaning te bore ole. Te rill ole must blown out twice wit compresse air (oilfree 87 psi (6 bar)), bruse two times (imal by an. For rill ole iameter 30 mm use a power rill.) Starting from te bottom of te ole an ten again blown out twice wit compresse air (oilfree 87 psi (6 bar)). Te iameters of te bruses are given in Table I. Clean irty bruses. Ceck bruses for wear (brus Ø rill ole Ø). If require use brus extension. 3. Fill approx. of te ole wit mortar starting from te bottom of te ole. For rill ole ept > 150 mm use an extention tube. For rill ole iameter 40 mm use an fiscer injection aapter. Observe processing time. 4. Ancoring element must be straigt anree of oil an oter contaants. Mark te ancor wit correct embement ept. Press te ancoring element own to te bottom of te ole, turning it sligtly wile so oing. After insert te ancoring element, excess mortar must emerge from te mout of te ole. 5. For overea installations an applications between orizontal an overea use te appropriate injection aapter an at least tree weges to support te ancor uring curing time (te cartrige temperature must be 77 F (25 C)). Also use an injection aapter for all applications wit a rill ole ept > 250 mm or a rill ole iameter o 40 mm. Use appropriate accessories to capture excess aesive uring installation of te ancor element in orer to protect te unbone portion of te ancor element from aesive. 6. Do not isturb te ancoring element until cure time as elapse. Do not apply loa or installation torque moment to te ancor until te prescribe curing times are elapse. Te allowable working time an te imum curing time are given in Table VII. 7. Te installation torque moments are given in Table II. + 5 + 30 C + 41 + 86 F Store mortar in a cool ry place. Table VII. Processing an curing times. Temperature range Working time / processing time Curing time [ C ] [ F ] [ ] [ ] + 10 + 14 + 50 + 58 45 48 + 15 + 19 + 59 + 67 30 18 + 20 + 29 + 68 + 85 14 10 + 30 + 40 + 86 + 104 7 5 19
Table I. Drill ole iameter / Accessories for metric sizes. Drill bit Ros Rebar / Brus Injection aapter Table I Ø [inc] Ø Ø Ø Ø item No. size colour Drill bit Ros Rebar Brus Injection aapter ⅜ Drill 10 bit M8 Ros Rebar / Brus 11 078178 Injection aapter ø 15/32 [ inc ] 12 ø [ mm ] ø M10 [ mm ] ø [ mm ] Type Item 8 14 078179 No. Size 12 nature Color 9/16 7/16 Ø [inc] 14 Ø 12 M12 Ø M10 Ø 8 10 BS 12 Ø 16 item 78179 078180 No. size 1214 colour nature blue 9/16 ⅝ ⅜ 16 14 10 M12 M8 12/ 10 12 BS 14 11 20 078178 78180 078181 14 16 re blue 11/16 5/8 15/32 18 16 12 M16 M10 1214 8 BS 16/18 14 20 078179 078181 12 1618 nature yellow re 13/16 3/4 9/16 13/16 1 ⅝ 20 18 14 24 20 16 M16 M12 M20 16/ 10 16 12/ 16 12 BS 16/18 16 25 BS 20 20 26 078180 78181 052277 52277 078181 078182 14 1820 16 2024 blue green yellow re nature green 1 11/16 25 24 18 M20 M16 20/ 14 20 BS 24 20 27 078181 78182 097806 18 2425 yellow black nature 1 1/8 1 13/16 28 25 20 M24 16/ 20 16 BS 25 25 30 97806 052277 078183 20 2528 green nature black 1 1/4 1 1/8 30 24 28 M27 M20 M24 25/ 24 BS 28 26 40 078182 78183 078184 24 2830 nature nature grey 1 3/8 1 1/4 35 25 30 M30 20/ 2528 20 27 BS 35 40 097806 78184 078184 25 3035 black brown grey 1 1/2 1 1/8 3/8 40 28 35 M30 M24 2832 30 078183 BS 35 42 505061 28 nature 3540 nature 1 1/4 30 M27 brown 25/ 24 40 078184 30 grey 1 1/2 1 3/8 40 35 M30 32 28 BS 40 40 505061 078184 35 40 brownre 1 1/2 40 32 42 505061 40 nature Table II Treae ro Table II. Metric treae ros. Table II Treae ro T inst c ef = 0 T inst c s ef = 0 s ef, ef,max s = c T inst [inc] [inc] [inc] [inc] [inc] [Nm] [ft lb] M8 10 3/8 0 60 ef, 2.36 160 ef, max 6.3 s 40 = c 1.57 10 T inst 0 ef, ef,max s = c T inst 7.35 M10 [ 12 mm 15/32 ] [ [inc] ] 60 [ 2.36 ] [inc] [ inc ] 200 [ mm 7.87 [inc] ] [ inc ] ef +30 [ mm ] [inc] [ ef +1,25 inc ] 45 [ mm ] [inc] 1.77 [ inc ] [Nm] [ 20 Nm [ft] 14.75 lb] [ ft lb ] M M10 12 M8 14 1210 9/16 3/8 7/16 70 60 2.76 2.36 2,36 240 160 200 9.45 6.37,87 55 2.17 40 29.50 ef 40 ef 45 1.571,77 10 207.35 15 M 16 18 11/16 80 3.15 320 12.60 M12M10 14 12 15/32 9/16 60 70 2.36 2,76 200 240 7.87 9,45 ef +30 + 30 ef +1,25 + 1,25 45 6555 1.77 2.56 2,17 20 60 40 14.75 44.25 30 M 12 14 9/16 70 2.76 240 9.45 55 2.17 40 29.50 M M16 20 24 18 1 3/4 9080 3.54 3,15 40032015.7512,60 8565 3.35 2,55 120 60 88.50 44 M 16 18 11/16 80 3.15 320 12.60 M 24 28 1 1/8 96 3.78 480 18.90 ef +2 ef +2 65 2.56 60 44.25 M20 24 0 105 4.13 150 110.60 1 90 3,54 400 15,75 ef + ef + 85 3,35 120 89 M 20 24 1 90 3.54 400 15.75 85 3.35 120 88.50 M27 M24 30 28 1 1/4 108 96 4.25 3,78 540 48021.26 18,90 2 120 105 4.72 M 24 28 1 1/8 96 3.78 480 18.90 ef +2 ef +2 105 4.134,13 150 200 150 110.60 147.50 111 M M30 M2735 35 301 3/8 1 1/4 3/8 120 108 1204.72 4.25 4,72 600 540 60023.62 21.26 23,62 120 140 140 4.72 5.51 5,51 200 300 147.50 221.25 M 30 35 1 3/8 120 4.72 600 23.62 140 5.51 300 221.25 Table III. Metric rebars. III Rebars Table III Rebars c ef = c 0 s ef = 0 s ef, ef,max s = c ef, ef, max ef, 0 ef,max s = c s = c T inst * [ mm ] [ mm ] [ [inc] ] [ mm ] [ inc [inc] ] [ mm ] [ inc [inc] ] [ mm ][ inc ] [inc] [ mm ] [ inc ] [inc] [ Nm ] [inc] [inc] [inc] [inc] [inc] 108 12 15/32 60 2.36 40 1.57 8 14 12 9/16 15/32 60 60 2,36 2.36 200 1607,87 6.30 ef 10 14 60 2.36 ef ef 45 ef +1,25 40 1,77 1.57 30 12 10 16 14 5/89/16 70 60 2,762.36 240 2009,45 7.87 + 30 ef +30+ 1,25 ef +1,25 55 45 2,17 45 1.77 1.77 50 12/ 16 12/ 12 2016 1613/16 5/8 5/8 80 70 70 3,15 2.76 320 24012,60 9.45 65 55 2,56 55 2.17 2.17 110 2014 14 2518 18 11/16 1 11/16 90 75 75 3,54 2.95 400 28015,75 11.02 85 60 3,35 60 2.36 2.36 190 16/ 25 16/ 16 3020 201 1/4 13/16 100 80 80 3,94 3.15 500 32019,69 12.60 ef + ef + 65 65 2.56 2.56 20/ 25 1 90 ef 0 ef +2 20/ 20 25 1 90 3.54 400 15.75 2 ef +2 2 ef +2 110 4,33 280 0 0 0 28 35 1 3/8 112 4,41 560 22,05 130 85 5,12 85 3.35 3.35 350 25/ 25/ 24 2430 30 1/4 1 32 40 1 1/2 1/4 128100 100 5,04 3.94 640 500 25,20 19.69 160 110 6,30 110 4.33 4.33 430 28 28 35 35 1 3/8 1 3/8 112 112 4.41 560 22.05 130 130 5.12 5.12 * Torque 32 32 moment 40only 1 require 1/2 1 1/2 wen 128 128 using treae 5.04 reinforcing 640 25.20 bars to resist seismic loaing. 160 160 6.30 6.30 20
Table IV. Drill ole iameter / Accessories for fractional sizes. Drill bit Ros Rebar / Brus Injection aapter Ø [inc] Ø Ø Ø Ø item No. size colour Drill bit Ros Rebar Brus Injection aapter ⅜ 10 M8 11 078178 ø 15/32 [ Table inc ] Drill 12 ø bit [ Imm ] ø M10 [ Ros inc ] ø Rebar [ inc ] / Type Brus Item 8 14 078179 No. Injection Size aapter 12 nature Color 9/16 7/16 Drill 14bit 12 M12 3/8 Ros Rebar 10 / BS 12 Brus 16 78179 078180Injection 14aapter blue Ø [inc] Ø Ø Ø Ø item No. size colour 1/2 ⅝ 16 14 12/ #3 12 BS 14 20 78180 078181 1216 nature re 11/16 9/16 Ø [inc] ⅜ 18 Ø 10 15 M16 Ø 1/2 M8 Ø 14 BS 14 Ø 11 20 item 078178 78180 078181 No. size 14 18 colour yellow blue 15/32 12 M10 8 14 078179 12 nature 13/16 5/8 20 16 16/ #4 16 BS 16/1825 78181 052277 1620 green 9/16 ⅜ 14 10 M12 M8 re 10 16 11 078180 078178 14 blue 3/4 115/32 ⅝ 24 18 16 12 M20 5/8 M10 BS 20 26 52277 078182 1824 nature 12/ 8 12 20 14 078181 078179 16 12 nature reyellow 3/4 111/16 9/16 25 20 18 14 M16 M12 20/ #514 10 20 BS 20 20 16 27 52277 078181 078180 097806 18 14 1825 yellow blue black yellow 1 7/8 1/8 13/16 ⅝ 28 22 20 16 M24 3/4 16/ 12/ #6 16 12 BS 20 25 20 30 052277 078181 078183 20 16 28 green re nature green 1 1/4 11/16 1 1 30 25 24 18 M27 7/8 M20 M16 25/ 14 24 BS 25 26 20 40 97806 078182 078181 078184 24 18 2530 yellow nature grey black 1 3/8 13/16 1/8 35 28 25 20 M30 1 16/ 20/ #728 16 20 BS 28 27 25 40 097806 052277 78183 078184 25 20 2835 green black brown nature 1 1/2 1/4 1 1 1/8 40 32 28 24 1 M24 M20 1/8 #832 BS 35 30 26 42 78184 078183 078182 505061 28 24 3040 nature nature nature grey 1 3/8 1 1/4 35 30 25 1 M27 1/4 25/ 20/ #9 24 20 BS 35 40 27 078184 097806 78184 30 25 black 35 grey brown 1 3/8 1/8 35 28 M30 M24 1 1/2 40 #10 28 BS 40 40 30 078184 078183 505061 35 28 nature brown 40 re 1 1/2 1/4 40 30 M27 25/ 32 24 42 40 505061 078184 40 30 nature grey Table 1 3/8 II 35Treae M30 ro 28 40 078184 35 brown Table 1 V. 1/2Fractional 40 treae ros. 32 42 505061 40 nature c Table I Table II Treae ro Table II Treae ro c s Table III Rebars Table Table VI. Fractional III Rebars reinforcing bars. Table III Rebars ef = 0 c s ef, ef,max s = c T inst [inc] [inc] [inc] ef = [inc] 0 [inc] [Nm] [ft lb] M8 10 3/8 s 60 2.36 ef, ef, 160 ef, 6.3 max 0 ef,max s40 s = c = 1.57 c 10 T T inst inst 7.35 M10 [ 12 mm 15/32 ] [[inc] ] 60 [ 2.36 ] [inc] [ inc ] 200 [ mm 7.87 [inc] ] [ inc ] ef +30 [ mm ] [inc] ef [ +1,25 inc ] 45 [ mm ][inc] 1.77 [ inc ][Nm] [ 20 Nm [ft] 14.75 lb] [ ft lb ] M 12M8 14 109/16 3/8 0 70 2.76 ef, 2.36 240 160 ef,max 9.45 6.3 s 4055 = c T 1.57 2.17 1040 inst 3/8 12 7.35 29.50 M 16M1018 1211/16 15/32 [inc] 7/16 60 8060 [inc] 2,38 3.15 2.36 191 3200 [inc] 7,50 12.60 7.87 ef ef +30 [inc] ef ef +1,25 42,5[inc] 1,67 4565 1.77 [Nm] 20 2.56 20 [ft 60 14.75 lb] 15 1/2 44.25 M 20M M8 15 1224 14 10 1 9/16 3/8 9/16 9070 60 70 3.54 2.76 2.36 2,75 400 240 160 254 15.75 9.45 6.310,00 + 30 + 1,25 55 4057,5 85 2.17 1.572,26 3.35 40 10 41 12029.50 7.35 30 5/8 88.50 M 24 M10 18 1628 18 12 1 1/8 11/16 15/32 3/4 9680 60 79 3.78 3.15 2.36 3,13 480 320 200 318 18.90 12.60 7.8712,50 ef ef +2 +30 ef 0 +1,25 ef +2 65 45 65 105 2.56 1.772,56 4.13 60 20 68 15044.25 14.75 50 3/4 110.60 M27 M 20 12 22 30 24 14 1 1/4 1 9/16 7/8 10890 70 89 4.25 3.54 2.76 3,50 540 400 240 381 21.26 15.75 9.4515,00 85 55 80 120 3.35 2.173,15 4.72 120 40 122 20088.50 29.50 90 147.50 7/8 M 30 M 24 16 25 35 28 18 1 3/8 11/16 1/8 1 12096 80 89 4.72 3.78 3.15 3,50 600 480 320 445 23.62 18.90 12.60 17,50 ef +2 0 ef +2 ef + ef 0 + 105 65 95 140 4.13 2.563,74 5.51 150 60 136 300110.60 44.25 100 221.25 1 M27 M 20 2830 24 1 1/4 1/8 108 102 90 4.25 3.54 4,00 540 400 50821.26 15.75 20,00 2 2 120 85110 4.72 3.354,33 200 120183 147.50 88.50 135 1 1/8 M 30 24 3235 28 1 3/8 1/8 1/4 120 114 96 4.72 3.78 4,50 600 480 57223.62 18.90 22,50 ef +2 ef +2 140 105 135 5.51 4.13 5,31 300 150 244 221.25 110.60 180 M27 30 1 1/4 108 4.25 540 21.26 120 4.72 200 147.50 1 1/4 35 3/8 127 5,00 635 25,00 160 6,30 325 240 M 30 35 1 3/8 120 4.72 600 23.62 140 5.51 300 221.25 ef = 0 T inst T inst T inst c ef = 0 c s ef = 0 c s ef = 0 ef, ef,max s = c s ef, 0 ef,max s = c [inc] [inc] [inc] [inc] [inc] 8 12 0 15/32 [inc] ef, 60 2.36 [inc] ef, max ef, 160 [inc] 6.30 0 ef,max s [inc] = c s 40 = c [inc] T inst * 1.57 10 8 [ mm 14 ] 12[ inc 9/16 15/32 ] [ mm ] 60 60[ inc 2.36 2.36 ] [ mm ] 200 160[ inc 7.87 6.30 ] [ mm ] ef +30 [ inc ] ef [ +1,25 mm ] [ 40 inc 45 ] 1.57 1.77 [ Nm ] [inc] 10 14 9/16 12/ 12 16 5/8 60 [inc] 2.36 200 [inc] 7.87 ef +30 [inc] ef +1,25 [inc] #3 45 1.77 70 2.76 240 9.45 55 2.17 12/ 8 14 12 16 12 1/2 15/32 60 5/8 70 60 2,38 2.76 2.36 191 240 1607,50 9.45 6.30 ef ef 43 40 1,69 1.57 30 55 2.17 #414 18 11/16 75 2.95 280 11.02 60 2.36 14 10 16 18 14 5/8 11/16 9/16 70 75 60 2,75 2.95 2.36 254 280 20010,00 11.02 7.87 + 30 ef +30+ 1,25 ef +1,25 58 45 2,28 1.77 60 60 2.36 16/ #5 16 20 13/16 80 3.15 320 12.60 65 2.56 16/ 12/ 16 12 20 20 16 3/4 13/16 5/8 79 80 70 3,13 3.15 2.76 318 320 24012,50 12.60 9.45 65 55 2,56 2.17110 20/ 20 25 1 90 3.54 400 15.75 ef +2 ef +2 65 2.56 #6 20/ 14 20 22 25 18 7/8 11/16 1 89 90 75 3,503.54 2.95 381 400 28015,00 15.75 11.02 ef +2 ef +2 80 60 85 3,15 85 2.36 3.35 3.35 175 #725/ 16/ 24 24 16 2830 30 201 1/8 1/4 13/16 1 1/4 89 100 100 80 3,50 3.94 3.94 3.15 445 500 500 32017,50 19.69 12.60 65 110 110 2.56 4.33 4.33 20/ 28 28 2035 35 25 3/8 3/8 1 112 112 90 4.41 4.41 3.54 560 400 22.05 15.75 ef +2 ef +2 95 3,74 240 0 #8 32 1 1/4 102 4,00 508 20,00 ef + ef + 85 130 130 3.35 5.12 5.12 25/ 32 32 2440 40 30 1/2 1 1/2 1/4 128 128 100 5.04 3.94 640 500 25.20 19.69 2 2 110 4,33 320 0 #9 35 1 3/8 114 4,50 572 22,50 130 110 160 5,12 160 4.33 6.30 6.30 380 28 35 1 3/8 112 4.41 560 22.05 130 5.12 #10 40 1 1/2 127 5,00 635 25,00 160 6,30 450 32 40 1 1/2 128 5.04 640 25.20 160 6.30 #11 45 1 3/4 140 5,50 699 27,50 175 6,89 450 * Torque moment only require wen using treae reinforcing bars to resist seismic loaing. 21
A FIS EM Plus 390 S / FIS EM Plus 585 S / FIS FIS EM EM Plus Plus 390 1500 S FIS EM Plus 585 FIS EM Plus 1500 FIS Mixer Re Plus FIS Mixer Re Plus FIS Mixer Re Plus FIS Ultra Mixer Re FIS Ultra Mixer Re FIS Ultra Mixer Re 1 2 2 1 2 2 FIS EM Plus 390 S FIS EM Plus 585 S, FIS EM Plus 390 S 585 S, FIS EM Plus 390 FIS FIS EM EM Plus Plus 585 1500 1500 S, S S FIS EM Plus 1500 Cartrige Dispenser Item No. Static mixer B 3 3 FIS DM S 511118 FIS Mixer Re Plus 390 ml FIS DCD S 543629 FIS AP 058027 585 ml FIS DM SL 510992 FIS Ultra Mixer Re FIS DP SL 511125 1500 ml FIS DP SXL 512401 2.1 2.1 2.1 2.2a 2.2a 2.2a 2.3 2.3 2.3 0 0 150 0 150 150 mm mm mm 3 3 3 4 3 3 3 3 3 3 4 4 t cure t cure cure T inst T inst inst ef ef ef 0 0 0 0 1 1 2.2b 2.2b 2.2b 0 >250 0 >250 0 >250 mm mm mm 5 5 5 Brus wit extension Brus wit extension Brus wit extension 6 6 6 7 7 7 Compresse air pistol Compresse air pistol Compresse air pistol Static mixer FIS MR Plus/FIS UMR Static Static an extension mixer FIS MR Plus/FIS UMR an extension mixer FIS tube tube MR Plus/FIS UMR an extension tube Injection aapter Injection aapter Injection aapter 22
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