Construction planning of a car shopping centre at Darius and Girènas Street Nº 15 in Vilnius

VILNIUS GEDIMINAS TECHNICAL UNIVERSITY FACULTY OF CIVIL ENGINEERING DEPARTMENT OF CONSTRUCTION TECHNOLOGY AND MANAGEMENT S uden : Ad ian, Anula López Supe iso : Jonas Sapa auskas Language – English S a ybos plana imas au omobiliǐ p ekybos cen e, Da iaus i Gi ơno g. 15 Vilniuje. Cons uc ion plannin o he ca shopping cen e a Da ius and Gi ơnas s . 15 in Vilnius. FINAL THESIS WORK VILNIUS, 2014 1 1. A chi ec u al Pa ..............................................................................Page 1 1.1 Desc ip i e Memo y .............................................................Page 2 1.1.1 In oduc ion ............................................................Page 2 1.1.2 Loca ion ..................................................................Page 2 1.1.3 Field .......................................................................Page 4 1.1.4 Dis ibu ion O The Floo s ......................................Page 4 1.2 Cons uc i e Memo y .....................................................................Page 5 1.2.1 Founda ion .............................................................Page 5 1.2.2 Columns .................................................................Page 7 1.2.3 Walls ......................................................................Page 8 1.2.4 Roo ........................................................................Page 8 1.2.5 Slabs ......................................................................Page 8 1.2.6 In e nal Walls And Pa i ions ..................................Page 11 1.2.7 S ai s ......................................................................Page 11 1.2.8 Façade ...................................................................Page 12 1.2.9 Ins ala ions .............................................................Page 12 1.2.10 Fi e Sa e y ............................................................Page 13 1.2.11 Heal h Condi ions .................................................Page 13 1.2.12 En i onmen .........................................................Page 13 1.2.13 Disabili y Needs ....................................................Page 13 2. Technological Ca ds .........................................................................Page 14 2.1 Technological Ca d O Founda ion ......................................Page 15 2.1.1 Gene al Desc ip ion ................................................Page 16 2.1.2 Desc ip ion O Tecnology And Sequence O Wo ks .................................................Page 16 2.1.3 Human Sa e y.........................................................Page 19 2.1.4 Ma e ial-Technical Resou ces ................................Page 20 2.1.5 Quali y Con ol........................................................Page 20 2.1.6 Labo Sa e y ...........................................................Page 22 2.1.7 Budge ....................................................................Page 26 2.1.7 O ganiza ion ...........................................................Page 28 2.2 Technological Ca d O Assembling O F ame ......................Page 29 2.2.1 Gene al Desc ip ion ................................................Page 30 2.2.2 Desc ip ion O Tecnology And Sequence O Wo ks ........................................................Page 30 2.2.3 Human Sa e y.........................................................Page 33 2.2.4 Ma e ial-Technical Resou ces ................................Page 33 2.2.5 Quali y Con ol........................................................Page 34 2.2.6 Labo Sa e y ...........................................................Page 35 2.2.7 Budge ....................................................................Page 37 2.2.7 O ganiza ion ...........................................................Page 40 2 2.3 Technological Ca d O Cu ain Wall .....................................Page 41 2.3.1 Gene al Desc ip ion ................................................Page 42 2.3.2 Desc ip ion O Tecnology And Sequence O Wo ks ........................................................Page 42 2.3.3 Human Sa e y.........................................................Page 44 2.3.4 Ma e ial-Technical Resou ces ................................Page 44 2.3.5 Quali y Con ol........................................................Page 45 2.3.6 Labo Sa e y ...........................................................Page 49 2.3.7 Budge ....................................................................Page 52 2.3.7 O ganiza ion ...........................................................Page 53 3.O ganiza ion Pa ..............................................................................Page 55 3.1 Desc ip ion O The Te i o y .................................................Page 56 3.2 Selec ion O Towe C ane ....................................................Page 57 3.3 Se ing O Dange ous Zone .................................................Page 63 3.4 Tempo a y Roads To The Building Place ............................Page 66 3.5 Tempo a y S o age Buildings And Si es ..............................Page 66 3.6 Tempo a y Buildings Fo Wo ke s And Managing ...............Page 66 3.7 Tempo a y Elec ici y Supply ...............................................Page 67 3.8 Cons uc ion Si e Ligh ning ...................................................Page 67 3.9 Tempo a y Wa e Supply .....................................................Page 68 3.10 Tempo a y Sewe age ........................................................Page 69 3.11 Fence O Cons uc ion Field ..............................................Page 69 3.12 Tempo a y Comunica ions .................................................Page 69 3.13 Gene al Requi emen s O Labo Sa e y .............................Page 70 3.14 En i onmen al P o ec ion Requi emn s ..............................Page 71 3.15 Fi e P o ec ion Requi emen s ............................................Page 71 3.Bibliog aphy .......................................................................................Page 72 1 1. ARCHITECTURAL PART 8 The e will be columns o 30x30 cm o c oss sec ion o squa e columns, and 25 cm o diame e o ound sec ion columns ( igu e 1.7). We can ind squa e columns on he axes A, B, C, D, E and F which mee he axes 5, 6, 7, 8, 9, 10, 11 and 12 on he i s and second loo . We can ind ound columns on he axe 1 which mee s he axes A, B, C, D, E and F. Axe I mee s he axes 4, 5, 6, 7, 8, 9, 10, 11 and 12. Axe D mee s he axes 1, 4, and 5. Axe H mee s axe 3. Axe G mee s axe 2. Axe A mee s axe 4 on he i s and second loo . Figu e 1.7. Squa e and ound column example 1.2.3 WALLS In e io walls a e made o sandwich panel, gypsum and o ice pa i ions. Ex e io walls a e made o sandwich panels wi h co uga ed in and in ca idges inished wi h sandwich panel and cu ain wall. 1.2.4 ROOF The oo o he building has go an ex e nal ainwa e d ainage. We ha e a ligh oo s uc u e (s eel pla es wi h he mal insula ion). Roo lashings made o one- laye adhesi e olle bi uminous pa emen . I has been used polys y ene oam as he main laye o ock wool insula ion o he uppe oo . 1.2.5 SLABS Building slabs a e p es essed p e ab ica ed loo slab and p e ab ica ed beams ( igu e 1.8), is a kind o one-way slab. Slabs will con ain: - P es essed p e ab ica ed loo slab. - P es essed p e ab ica ed beams. - Rein o ced conc e e beams. - S eel ba . 9 Figu e 1.8. Floo slabs panels and beams Floo inished: -Tile: Au omobile exhibi ion, washing-ca and au o epai shops. -Ca pe : Show oom, managemen oom and Di ec ion. -Conc e e: S ock. 10 All he a eas o he building (Table 1.1-1.2) a e shown below: Below is shown all he a eas o he building Table 1.1. Fi s loo a eas Numbe Name A ea m 2 101 Au omobile exhibi ion 489.55 102 Show oom 9.64 103 Show oom 9.64 105 Adap ed ba h oom 4.16 106 Ba h oom 3.73 107 Ba h oom 3.87 108 Co ido 6.76 109 Show oom 7.04 110 Show oom 7.04 111 Wo kshop oom 15.37 112 Wo kshop 499.01 113 Main enance a ea - 114 Washing-wo kshop 48.07 115 Main enance 3.55 116 Technical oom 4.32 117 Technical oom 2.26 118 Wo kshop in o ma ion 9.04 120 S ock pa s 80.58 121 S ock gua an ees 5.14 122 S ock ca s oils and luids 6.34 123 S ock 11.62 To al 1226.73 11 Table 1.2. Second loo a eas Numbe Name A ea m 2 201 S ock pa s 24.08 202 S ock i es 23.92 203 Managemen oom 10.05 204 Di ec ion 10.05 205 Mee ing oom 43.10 206 Managemen oom 10.84 207 Room 9.05 208 WC 1.45 209 WC 1.76 210 Ki chene e 10.51 211 T aining oom 13.38 212 Ki chene e 14.26 213 Gangway 7.07 214 Locke oom 12.62 215 Toile 2.53 216 Showe ba h 2.56 217 WC 1.25 218 Technical oom comp esso 6.83 219 Technical space hea ing equipmen 14.15 To al 219.46 1.2.6 INTERNAL WALLS AND PARTITIONS The in e nal walls will be modula ed pa i ions: sandwich panel, gypsum and o ice pa i ions, depending on he ooms which i sepa a es. - O ice pa i ions: Show oom, managemen oom, di ec ion and aining oom. - Gypsum pa i ions: WC, ba h oom and ki chene e. - Sandwich panel i e esis an : S ocks and ga age pe ime e . - Sandwich panel: S ocks pa i ions. Wall deco a ion depends on he oom and i s unc ion. - Low P o ile Shee s: Au omobile exhibi ion pa o ga age's wall. - P o ec i e cemen boa d: Ga age. - Wall iles: Ba h ooms. - Plas e pain ed whi e: Ki chene e. - T im acade Casse es: Inside o he im acade panels. 1.2.7 STAIRS The in e io space s ai s a e designed by p e ab ica ed conc e e on me al beams. 12 1.2.8 FACADE Facades will be made up wi h cu ain wall and sandwich panel wall. The su ace o he acade co esponding o he sandwich panel is 717.40 m 2 . This is loca ed a he sou h acade and on he whole second loo o he building. Tha enhances he pa on he i s loo wi h cu ain wall, making he cus ome ocuses on he show oom. This sys em is obeying all equi emen s o sa e y, noise and he mal. The cu ain wall and he sandwich panel combina ion makes he building looks mode n. 1.2.9 INSTALATIONS Design wa e and was ewa e ne wo k STR 2.07.01:2003. Connec ing sewe codes and b anch join s elbows should no be s eepe han 45º angle and i is ins alled wi h he minimum numbe o bends. Domes ic was ewa e inds ho and cold wa e in ended o he design o he moun ing loca ions o he de ice. Node o p o ide wa e o i iga ion o lawn ca e p oduc s and wellness. Wa e me e on he op and bo om ame coun e s mus be emo ed and inspec ed. Sys ems o ho and cold wa e measu emen should be able o ead he da a emo ely. Wa e supply pipes a e designed om plas ic, pipes a e insula ed oo. Hea ing and en ila ion Hea ne wo ks: Connec ion o he dis ic hea ing ne wo k in Vilnius Vilniaus ene gy 2010 05 24 No speci ica ions issued. 10063 d Designed un-duc ed hea ail DN 48.3/110 o he ac o y insula ion. The subs a ion. Designed by 3 independen hea ing ci cui s node. Elec ic powe P ojec ed building is connec ed o an exis ing nea by ans o me . Powe consump ion emains wi hin he speci ica ions issued. Elec ici y ne wo ks and elec ici y accoun s designed on “Elec ical ins alla ion o gene al ules o 2007”, STR 2.01.04:2004 Fi e Sa e y. Basic equi emen s and ene gy acili ies i e sa e y egula ions. 13 1.2.10 FIRE SAFETY The building will mee he c i e ia o all he equi emen s o CTE-SI ( echnical cons uc ion code- i e sa e y). The acades, pa i ions and ceilings shall be i e esis an . S ai s design allows quick e acua ion in case o i e. The building is designed o easy access by i e ucks. 1.2.11 HEALTH CONDITIONS The building has been designed o mee all he c i e ia hygiene s anda ds acco ding o he CTE-HS ( echnical cons uc ion code-heal h secu i y). 1.2.12 ENVIRONMENT The building will be condi ioned by he en i onmen . Domes ic was ewa e is led o he cu en u ban sewe age ne wo ks and ea men plan s in he ci y. Du ing all he wo ks, he needs o he en i onmen will be sa is ied, being one o he mos impo an issues. 1.2.13 DISABILITY NEEDS The i s loo o he building is accessible o he disabled people, obeying all he necessa y egula ions. 14 2. TECHNOLOGICAL CARDS 15 2.1 TECHNOLOGICAL CARD OF FOUNDATION 16 2.1.1 GENERAL DESCRIPTION This echnological ca d consis s on he cons uc ion o deep ounda ion. The dep h o piles is 5 m and he diame e is 40 cm. We a e going o made ein o ced conc e e on-si e piles. I choose his ype o execu ion because is cheape and we can con ol he whole p ocess. 2.1.2 DESCRIPTION OF TECNOLOGY AND SEQUENCE OF WORKS The basics componen s o ou ounda ion a e: -Conc e e HA-25 -I on a mo s B500s CONSTRUCTION SEQUENCE (Figu e 2.1): 1. D illing (Figu e 2.2). 2. Wi hd awal and conc e ing. 3. S eel cage ins alla ion. 4. Headed pile. 5. Beam o mwo k. 6. Beam s eel cage. 7. Beam conc e e. Figu e 2.1. Piles cons uc ion sequence 17 Wo ks o de : 1. Piles s aking (Figu e 2.3) Each pile has o be co ec ly posi ioned in plane o “line”. The d illing mus also be plumbed. We will wo k om cen e lines: he lines will be ma ked on he g ound. We will ha e a main line o piles, and hen any line pa allel o his one a a knowning dis ance can be used. 2. Connec ing piles wi h beams. Each pile mus be headed o elease i on a mo and so o connec he beams o he piles. A e emo ing excess piles’ conc e e a mo s mus be un olded o p ope placemen in beams. 3. Lea e Columns s a s. When we connec piles’ s eel cage wi h beams, we ha e o pu also columns s a ing in hei igh posi ion. Figu e 2.2. Pile d illing 24 Du ing placemen o a mo : - A med ein o cemen o e ical suspension o an in oduc ion in he pile will be made by guide opes a ached o he ee end. Ne e wi h ba e hands. - Simila ly, he pe sonal p o ec i e equipmen o hands, ee and head should be used. - Employees will be ained and in o med in he p ope handling o loads, as he di e se na u e o he eams. When he dimensions o he load, o he weigh o he same wa an , handling cha ges a e held by pe sonnel. - Also, all en ies made in ela ion o he handling and placemen o ein o cemen o wo king a e aken in o accoun . - Special emphasis will be gi en in his chap e a he manipula ion o me allic elemen s domina ed by he leng h o e wid h, such as ubes, s eel ba s, e c. So ha hey can con ac o e head powe lines. - I is ad isable o collec was e and sc ap ein o cemen , s o ing hem in an app op ia e place o u he anspo ing o land ill. Du ing illing o piles: - All nomina ions made o he asks o " ounda ion” will be conside ed, wi h special a en ion and ca ing o all hose sc upulous use o PPE equi ed. - Dug wells wai ing o be conc e ed o a mo ed shall be p o ec ed by gua d ail wi h a sa e y dis ance om no less han 1.5 m. - When a conc e e pile canno be eady be o e he end o he day, i will be placed on he wellhead a me al g ille o p e en acciden al alling in o he well a nigh o du ing pe iods o es . - Whene e wo ke s o e 1.5m close o he well, hey should wea an i all sys em ancho ed o a s ong poin . - A all imes, he wo k a ea should be kep wi h p ope housekeeping. - Ope a o s esponsible o managing and assis ing he d illing equipmen will be amilia wi h he ollowing p e en i e ules: o No e ha his machine is dange ous and can cause acciden s. Be ca e ul in handling. Adhe e o hese p e en i e measu es and a oid he possibili y o acciden s. o Be o e s a ing wo k check he i es o chains. Wa n o possible damage. A i e blowou in se ice could p o e a se ious acciden . o Do no allow access o machine con ols o unau ho ized o un ained, because hey can cause acciden s o damage o o he ope a o s. o Check he condi ion o he bi . Conside ha up u e can cause se ious acciden s. o Ne e ope a e his machine in si ua ion o damage o semi b eakdown. Ha e i epai ed i s and hen esume wo k. 25 o A e s oping he wo k and be o e pu ing he machine back in se ice, check ha all p essu e cu s a e igh . A slee e b eakage can lead o acciden s o The enginee is he only pe son au ho ized o manage he machine on each shi . You will be ained and in o med. o When he machine is unning, he d i e will no be allowed o lea e. o The maneu e ing a ea ig will be clea ed o equipmen and d illing ou side s. o The d i e and helpe s on he coo dina ion will be ained and in o med o mo emen s be ween hem. Also, obse e maneu e s loosening ool employing key suppo ed on he mas . o Pe sonal hands p o ec i e equipmen should be used be. o Pe iodically, be o e s a ing he ac i i y, a p ocedu e mus be es ablished o moni o he s a us o he essen ial pieces ha ha e o do wi h he sa e y o he d illing. o Ex ac ion o land and he load on he uck will no un simul aneously on he same pile. The bu den o land om he exca a ion will ake place whe e piles ha e al eady been conc e ed, hus a oiding in e e ence be ween man and machine. o All machines will ha e lashing ligh ( lashing and o a ing ligh ) and audible (beeping ho n and e e se). o Wo ke s in ol ed in he pilo , was e land exca a ion o any o he ask in wo k a eas whe e he e is a p esence o ehicles o mobile machine y, should wea high isibili y clo hing. PROTECTION GROUP AND INDIVIDUAL. Mesh ape and ma kings. Ce i ica ed sa e y helme . P o ec i e glo es (lea he , la ex, neop ene, e c). Hea ing p o ec o s. Sa e y boo s wi h oe p o ec ion and secu i y s a . Sa e y boo s wi h high ubbe (wi h muddy e ain), wi h empla e and oe. 26 2.1.7 BUDGET TECHNICAL-ECONOMICS INDICATORS 1. Quan i y o wo ks: 5 m x 60 Piles = 300 m. 2. Ins alla ion cos : 66.13€/m x 300 = 19,839€ o 68,444.55 Li as. 3. Wo ks du a ion: 5 Days. 4. Wage: Specialis S eel: 300 x 11.20€/m = 3360€ o 11,592 Li as. Con inuous ligh auge : 300 me e x 15.72€/m = 4,716€ o 16,270.20 Li as. TECHNICAL-ECONOMICS INDICATORS 1. Quan i y o wo ks: 0.5 m x 60 Piles = 30 m. 2. Ins alla ion cos : 33.92€/m x 30 = 1,017.60€ o 3,510.72 Li as. 3. Wo ks du a ion: 2 Days. 27 4. Wage: Cons uc ion helpe : 30 x 10.47€/m = 314.10€ o 1,083.65 Li as. TECHNICAL-ECONOMICS INDICATORS 1. Quan i y o wo ks: 288 m 2 2. Ins alla ion cos : 19.63€/m 2 x 288 = 5,653.44€ o 19,504.37 Li as. 3. Wo ks du a ion: 8 Days. 4. Wage: S eel wo ke : 288 x 6.77€/m 2 = 1,949.76€ o 6,726.67 Li as. S eel helpe : 288 x 6.34€/m 2 = 1,825.92€ o 6,299.42 Li as. TECHNICAL-ECONOMICS INDICATORS 1. Quan i y o wo ks: 72 m 3 2. Ins alla ion cos : 151.44€/m 3 x 72 = 10,903.68€ o 37,617.70 Li as. 3. Wo ks du a ion: 1 Days. 4. Wage: S eel wo ke : 72 x 1.10€/m 2 = 79.20€ o 273.24 Li as. S eel helpe : 72 x 1.03€/m 2 = 74.16€ o 255.85 Li as. TOTAL 19,829+1,017.60+5,653.44+10,903.68 = 37,403.72€ o 129,042.83 Li as Id Modo de a ea Nomb e de a ea Du ación Comienzo 1 DRILLING 5 días lun 19/05/14 2 WITHDRAWAL AND CONCRETING 5 días lun 19/05/14 3 STEEL CAGE 5 días lun 19/05/14 4 HEADED PILE 3 días lun 26/05/14 5 BEAM 9 días jue 29/05/14 S D L M X J V S D L M X J V S D L M X J V S D L M X semana 1 semana 2 semana 3 semana 4 Ta ea Di isión Hi o Resumen Resumen del p oyec o Ta eas ex e nas Hi o ex e no Ta ea inac i a Hi o inac i o Resumen inac i o Ta ea manual Sólo du ación In o me de esumen manual Resumen manual Sólo el comienzo Sólo in Fecha lími e P og eso Página 1 P oyec o: ounda ion Fecha: dom 08/06/14 30 2.2 TECHNOLOGICAL CARD OF ASSEMBLING OF FRAME 31 2.2.1 GENERAL DESCRIPTION This echnological ca d consis s in he cons uc ion o conc e e ame, and s eel ame and oo . The building leng h is 31.25 m and wid h is 25.25 m. We a e going o use ein o ced conc e e columns 30x30cm o he columns and CHS ∅25 cm o me al columns wi h conc e e ille , and in e ed wa en ype uss o oo and me al sec ions ype IPE 200 o beams. The uss and me al beams a e only a di ec ion and upon i es s he oo . The oo d ains wa e only one side wi h a slope o 3%. I choose his kind o ma e ial o he ealiza ion o ame o i is quick and easy ins alla ion. 2.2.2 DESCRIPTION OF TECNOLOGY AND SEQUENCE OF WORKS The basics componen s o ou ame a e: -P e ab ica ed ein o ced conc e e columns 30X30 cm -CHS 244.5x6 mm illed wi h conc e e -IPE 200 -UPN 100x50 mm -L p o ile 60x40x5 mm The uss (Figu e 2.4)measu ed is 14.9, 13.4 and 11.2 m. T uss come al eady assembled and is composed o : -RHS 100x100x5 mm -RHS 80x80x5 mm -RHS 60x60x5 mm Figu e 2.5. T uss 32 Roo will be moun ed on wo ks and is composed o : - P o iled shee s wi h hea insula ion - Adhesi e olle bi uminous pa emen - Insula ion polys y ene oam - Rock wool insula ion CONSTRUCTION SEQUENCE: 1. Pilla s s aking. 2. Connec columns wi h ounda ions. 3. Connec columns wi h beam and usses (Figu e 2.5). 4. Raise usses and beams ha need assembling wi h c ane. 5. Assembly wo k uploaded o a sca old. 6. Connec he usses wi h diagonal s abilizing. 7. Lea e holes in he oo o skyligh s. 8. Pu he di e en laye s o he oo . Figu e 2.6. Beams and usses. 33 Wo ks o de : 1. Pilla s s aking Each column has o be co ec ly posi ioned in plan o line, bu also co ec in le el and in o ien a ion. I mus also be plumb. We will wo k om cen e lines: he lines will be ma ked on he g ound. We will ha e a main line o columns, o be e ec ed will need guying i he holding-down bol g oup is no su icien ly s ong. 2. Connec columns wi h ounda ions The op su ace o he conc e e ounda ion is se sligh ly low o pe mi s eel nu s o be packed benea h he s eel column’s base pla e. The s eel base packs a e placed and le eled be o e e ec ion o columns. • P e ab ica ed ein o ced conc e e column Pu he columns in e ical o e he bol s wi h he help o a c ane and place washe s and nu s highe . Res he column be ween 10% and 20% o column weigh o be able o le el i . Plumb he column and all connec ions igh and p oceed o es he column weigh . Fill he join wi h mo a G ou . • Me al columns wi h conc e e ille Le el nu s and washe s lowe . Take one benchma k. Pu he mo he boa d and sc ew he uppe nu s. Fill he join wi h mo a G ou . Fill he column wi h conc e e. 3. Connec columns wi h beam and usses Connec he beams and usses h eading sc ews and nu s. Raise usses and beams ha need assembling wi h he c ane. Make assembly wo k uploaded o a sca old. 4. Raise usses and beams ha need assembling wi h c ane 5. Assembly wo k uploaded o a sca old 6. Connec he usses wi h diagonal s abilizing 7. Lea e holes in he oo o skyligh s 8. Pu he di e en laye s o he oo 34 2.2.3 HUMAN SAFETY The wo k will be ca ied ou in acco dance “wi h heal h and sa e y ules in cons uc ion eques ”. 1. Wo ke s a e allowed o wo k only wi h he knowledge o sa e y equipmen . 2. Each wo ke mus use p o ec i e equipmen (special clo hing, oo wea and glo es) 3. Unnecessa y collec ion o ma e ials and deb is om he wo kplace. 4. Should be g ounded elec ical equipmen . 5. Mus be all elec ical de ices absolu ely clean. 6. All cables mus be in pe ec condi ion. 2.2.4 MATERIAL-TECHNICAL RESOURCES Below could be seen a able wi h he ools, mechanism and ma e ials needed (Table 2.2). (Table 2.2).Tools, mechanism and ma e ials o assembling o ame. Numbe Name Quan i y 1 TOOLS 1.1 Me al oule e 2PK 2 1.2 Ladde pla o m wi h 10m 2 1.3 Hamme ST-1 3 1.4 Elec odes 42A 2 1.5 Le els Topcon AT-B4 1 1.6 C owba LM-24 2 1.7 Building le el 700mm 2 1.10 Theodoli e P exiso T.O.2 1 1.11 Guying weigh 13.3 Kg 2 1.12 Viso welding 2 1.13 Helme 12 1.14 Secu i y bel s 2 1.15 Me al b ushes 2 1.16 Chemical cleaning de ail and ound 2 1.17 Chalk axes ma ked 2 1.18 W ench 2 2 MECHANISMS 2.1 Elec ic welding machine o Tc-500 Q=1.2kW 1 2.2 C ane 130 EC-B6 1 2.3 T a e se TS-12, 5 weigh 242 Kg 1 2.4 Hook and e sa ile sling 4 3 S uc u es and ma e ials bo ed piles ins alled Cons uc ion 3.1 T usses 9 Ma e ial 3.2 Ancho bol s 362 Id Modo de a ea Nomb e de a ea Du ación Comienzo 1 COLUMNS ANCHORAGE PLATE 2 días jue 22/05/14 2 ROUND COLUMN 4 días lun 26/05/14 3 PREFABRICATED REINFORCED COLUMNS 2 días ie 30/05/14 4 ROOF ANCHORAGE PLATE 2 días ma 03/06/14 5 TRUSSES 4 días jue 05/06/14 6 STEEL BEAMS 12 días mié 11/06/14 X J V S D L M X J V S D L M X J V S D L M X J V S D L M X J V S D L M X J V semana -1 semana 1 semana 2 semana 3 semana 4 semana 5 Ta ea Di isión Hi o Resumen Resumen del p oyec o Ta eas ex e nas Hi o ex e no Ta ea inac i a Hi o inac i o Resumen inac i o Ta ea manual Sólo du ación In o me de esumen manual Resumen manual Sólo el comienzo Sólo in Fecha lími e P og eso Página 1 P oyec o: s uc u e Fecha: dom 08/06/14 42 2.3 TECHNOLOGICAL CARD OF CURTAIN WALL 43 2.3.1 GENERAL DESCRIPTION In his echnological ca d we will ocus on analyzing he ins alla ion o he cu ain wall. The su ace o he acade co esponding o he cu ain wall is 254.02 m 2 . This is he No h and wes acades. This sys em is mee ing all he c i e ia equi emen s o sa e y, noise and he mal. The e a e mo e mode n solu ions. The cu ain wall makes he building looks sophis ica ed and mode n. And i is a pe ec combina ion wi h he o he ypes o acades. 2.3.2 DESCRIPTION OF TECNOLOGY AND SEQUENCE OF WORKS Cu ain wall is a highly de eloped ype o açade o e he las yea s in Li huania because i p o ec s he acade in e o ma ion cases. The e a e many ypes o cu ain wall. I ha e chosen his kind o cu ain wall because i has no p onounced join s whe e wa e can en e and i damages he join s wi h he ozen and un ozen pe iods. The b and o ou cu ain wall supplie will be “TECHNAL”. This cu ain wall consis s in an auxilia y ame whe e pu glass modules (Figu e 2.6). The dimensions o ou cu ain wall modules a e p incipally wo: 1000x2400x14 and 1100x2500x14 mm. Figu e 2.7. Cu ain wall de ails 44 CONSTRUCTION SEQUENCE: 1. T anspo a ion, s o age and handling. 2. Ancho age and connec ion p o ision. 3. Connec ions’ s akeou . 4. Ins alla ion a angemen . 5. Placemen o he up igh wi h he help o he c ane. 6. Glazing o he auxilia y s uc u e wi h he help o he c ane. 7. Final ixing and inspec ion. Wo ks o de : 1. T anspo a ion, s o age and handling We ha e o check he ma e ials: auxilia y ame and modules, and lea e hem whe e we ha e planned. 2. Ancho age and connec ion p o ision Be o e using he conc e e on he i s loo we ha e o do a s udy o he connec ion o he auxilia y ame wi h he main ame. 3. Connec ions’ s akeou Be o e using he conc e e on he i s loo we ha e o ma k whe e he connec o s and he co ec place o auxilia y ame will be placed. 4. Ins alla ion a angemen Be o e s a ing wi h he ins alla ion we ha e o check and pu he s anchions o de o see i e e y hing is igh and eady o ge he cu ain wall jus as we had planned. 5. Placemen o he s anchions wi h he help o a c ane Use a c ane o li he s anchions and place hem in hei co ec posi ion. 6. Glazing o he auxilia y s uc u e wi h he help o he c ane Two wo ke s will ha e o ge on he li ing pla o m and ix he glass modules in he co ec place. 7. Final ixing and inspec ion A supe iso has o check he connec ions done. 45 2.3.3 HUMAN SAFETY The wo k will be ca ied ou in acco dance “wi h heal h and sa e y ules in cons uc ion eques ”. 1. Wo ke s a e allowed o wo k only wi h he knowledge o sa e y equipmen . 2. Each wo ke mus use p o ec i e equipmen (special clo hing, oo wea and glo es) 3. Fo welds, wo ke s should wea glo es and goggles. 4. Unnecessa y collec ion o ma e ials and deb is om he wo kplace. 5. Should be g ounded elec ical equipmen . 6. Mus be all elec ical de ices absolu ely clean. 7. All cables mus be in pe ec condi ion. 2.3.4 MATERIAL-TECHNICAL RESOURCES Below could be seen a able wi h he ools, mechanism and ma e ials needed (Table 2.3). Table 2.3.Tools, mechanism and ma e ials o assembling o cu ain wall Numbe Name Quan i y 1 TOOLS 1.1 Me al oule e 2PK 2 1.5 Le els Topcon AT-B4 1 1.10 Theodoli e P exiso T.O.2 1 1.11 Guying weigh 13.3 Kg 2 1.12 Viso welding 2 1.13 Helme 6 1.14 Secu i y bel s 4 1.15 Me al b ushes 4 1.16 Chemical cleaning de ail and ound 4 2 MECHANISMS 2.2 C ane 130 EC-B6 1 2.3 T a e se TS-12, 5 weigh 242 Kg 1 2.4 Hook and e sa ile sling 4 46 2.3.5 QUALITY CONTROL 1. Design Da a Submi s uc u al and he mal calcula ions o comple e wall assembly. S uc u al calcula ions and design shop d awings shall be signed and sealed by a s uc u al enginee egis e ed in s a e in which p ojec is going o be loca ed. 2. Fac o y Tes Repo s Tes epo s: p o ide ce i ied es epo s, o each o ollowing lis ed es , om a quali ied independen es ing labo a o y showing ha cu ain wall sys em assembly has been es ed in acco dance wi h speci ied es p ocedu es and complies wi h pe o mance cha ac e is ics as indica ed by manu ac u e ’s es ing p ocedu es. Manu ac u e shall submi app op ia e es ing numbe s o speci ic es : 1) De lec ion and s uc u al es . 2) Wa e pene a ion es . 3) Ai in il a ion es . 4) Delamina ing es . 5) The mal conduc ance es . 6) Sound ansmission. 7) Submi ac o y equi ed excep ha whe e a cu ain wall sys em o componen o simila ype, size and design as speci ied o his p ojec has been p e iously es ed wi hin las yea , unde condi ions speci ied he ein, esul ing es may be submi ed in lieu o lis ed es ing. 3. Manu ac u e ’s Ce i ica es: Submi Ce i ica es o Compliance, wi h speci ica ion equi emen s o : 1) Me al ex usions. 2) Me al accesso ies. 3) S a ing ha aluminum has been gi en speci ied hickness o anodizing o o ganic coa ing inish. 4) Indica ing manu ac u e ’s and ins alle ’s mee quali ica ions as speci ied. 5) Submi lis o equi alen size ins alla ions, o bo h manu ac u e and ins alle , which ha e had sa is ac o y and e icien ope a ion. 47 4. Manu ac u e ’s Field Repo s: Submi ield epo s o manu ac u e ’s ield ep esen a i e obse a ions o cu ain wall ins alla ion indica ing obse a ions made du ing inspec ion a he beginning o p ojec , du ing ins alla ion and conclusion o he p ojec . Indica e esul s o ield es ing, and any di ec ions gi en by he Con ac o o co ec i e ac ion. INSTALLATION 1. Ins alla ion and e ec ion o glass wall sys em and all componen s shall be in acco dance wi h w i en di ec ions o cu ain wall manu ac u e , and ma ch p o iles, sizes and spacing indica ed on app o ed shop d awings. 2. Bench ma ks and e e ence poin s: es ablish and pe manen ly ma k bench ma ks o ele a ions and building line o se s o alignmen a con enien poin s on each loo le el. Any mis ake o disc epancy should be disco e ed in loca ion o ma ks, s op e ec ion wo k in ha a ea un il disc epancies ha e been sol ed. 3. Ensu e ha d ainage sys em ope a es igh ly. 4. Do no p oceed wi h s uc u al silicone wo k when empe a u e is below 0ºC deg ees. 5. Isola e be ween aluminum and dissimila me als wi h p o ec i e coa ing o plas ic s ip o p e en elec oly ic co osion. 6. Ins all cu ain wall sys em so as o main ain a i ually la ace cap, wi h no isible bowing. 7. Ins all an en i e sys em so ha as ene s a e no isible. 8. Tole ances: • Maximum a ia ion om plane o loca ion shown on app o ed shop d awings: 3 mm pe 3600 mm o leng h up o no mo e han 13 mm in any o al leng h. • Maximum o se om ue alignmen be ween wo iden ical membe s abu ing end o end in line: 0.8 mm. • Sealan space be ween cu ain wall mullion and adjacen cons uc ion: Maximum 19 mm and minimum 6 mm. 48 9. Doo : 1) Ins all doo in acco dance wi h de ails indica ed and app o e shop d awing de ails. 2) Seal ex e io me al join s among membe s o doo s, ames, mullions and mullion co e s in acco dance. Remo e excess o sealan . 3) A e ins alling and glazing he doo s, adjus he en ila o s and ha dwa e o ope a ing smoo hly and o be wea he - igh when en ila o s a e closed and locked. Lub ica e he ha dwa e and mo ing pa s. 4) Ins all o make wea he - igh con ac wi h ames when en ila o s a e closed and locked. Do no cause binding o sash o p e en en ila o closing and locking. 5) P o ide o en ila ing sec ions o all windows o insu e a wea he - igh seal mee ing in il a ion es s speci ied. Use easily eplaceable ac o y- applied wea he -s ipping o manu ac u e ’s s ock ype. 10. Join Sealan s: • Su aces o be p imed and sealed should be clean, d ied when ouching, ee om os , mois u e, g ease, oil, wax, lacque , pain o o he o eign ma e . Enclose join s on h ee sides. Clean ou g oo es o p ope dep h. Join dimensions should con o m o app o e de ail d awings wi h a ole ance o plus 3 mm. do no apply compound unless ambien empe a u e is be ween 5 and 35 ºC deg ees. Clean ou loose pa icles and mo a jus be o e sealing. Remo e p o ec i e coa ings o co e ing om su aces in con ac wi h sealan s be o e applying sealan s o apes. Sol en s used o emo e coa ings should be yped as hose which lea es no esidue on me als. • Ma ch app o ed sample. Fo ce compound in o g oo es wi h p essu e enough o ill g oo es solidly. Sealing compound shall be uni o mly smoo h and ee o w inkles and, unless indica ed o he wise, shall be ooled and le su icien ly con ex o esul in a lush join when d ying. Do no im edges o sealing ma e ial a e join s a e ooled. Mix only amoun s o mul i-componen sealan which can be ins alled wi hin ou hou s, bu a no ime shall his amoun exceeds 19 li e s. • Apply p ime o mason y, conc e e, wood and o he su aces as ecommended by sealan manu ac u e . Do no apply p ime o su aces which will be exposed a e caulking is comple ed. • Tigh ly pack backing in bo om o join s which a e o e 13 mm in dep h wi h speci ied backing ma e ial o dep h indica ed o speci ied. Roll backing ma e ial o hose o od s ock in o join s o p e en leng hwise s e ching. • Ins all bond p e en i e ma e ial a back o bo om o join ca i ies in which no backs op ma e ial is equi ed, co e ing ull wid h and leng h o join ca i ies. 49 • Remo e compound smea s om su aces o ma e ials adjacen o sealed join s as wo k p og esses. Use masking ape on each side o join whe e ex u e o adjacen ma e ial will be di icul o clean. Remo e masking ape immedia ely a e illing join . Sc ape o esh compound om adjacen su aces immedia ely and ub clean wi h app o ed sol en . Upon comple ion o caulking and sealing, emo e emaining smea s, s ains and o he soiling and lea e wo k in cleaning nea condi ion. 11. Glass • Ins all in acco dance wi h manu ac u e ’s ecommenda ions as modi ied he ein. • Be o e ins alling glass, inspec sash and ames o ecei e glass o de ec s such as dimensional a ia ions, glass clea ances, open join s o o he condi ions ha will p e en sa is ac o y glass ins alla ion. Do no p oceed wi h ins alla ion un il de ec s ha e been co ec ed. • Clean sealing su aces a pe ime e o glass and sealing su aces o eba es and s op beads be o e applying glazing compound, sealing compound, glazing ape o gaske s. Use only app o ed sol en s and cleaning agen s ecommended by compound o gaske manu ac u e . All sashes shall be designed o ou side glazing. P o ide con inuous snap in glazing beads o sui glass as speci ied. • Insula e and empe ed glass and glass o o he ypes ha exceed 100 uni ed inches in size: P o ide oid space a head and jamb o allow glass o expand o mo e wi hou exuding sealan . Pe ime e ames and en ila o sec ions shall ha e glazing eba es p o iding an unobs uc ed glazing su aces 19 mm in heigh . Glazing eba e su aces mus be sloped o shed wa e . • P o ide adequa e means o weep inciden al wa e and condensa ion away om sealed edges o insula ed glass uni s and ou o wall sys em. Weeping o lock-s ip gaske s should be in acco dance wi h ecommenda ion o glass manu ac u e . 50 2.3.6 LABOR SAFETY Ri sk Chance Consequences Ra ed - Falls o s a a he same le el. . Medium Sligh ly ha m ul Tole able - Falls o pe sons a di e en le els High Ex emely ha m ul Impo an - S epping on objec s Low Sligh ly ha m ul Tole able - Run o e people Low Ex emely ha m ul Mode a e - Dump, shock and inco ec ope a ion o ele a ion equipmen Medium Ex emely ha m ul Impo an - Cu s wi h sha p edges o he s uc u e Medium Sligh ly ha m ul Tole able - En apmen s Low High ha m ul Mode a e PREVENTIVE MEASURES. Du ing unloading and s o age o ma e ials and equipmen : - The ma e ial will be ga he ed in one place p ese in ad ance. - This loca ion is con enien ly signaled and acing he mo emen o ehicles on si e. - Collec ing i ems o be a anged nea ly and in g oups. - I he s o ed elemen s we e able o mo e, as in he case o ubes, hey will be p opped o a oid undesi ed mo emen o ma e ials. - When hese ma e ials we e s o ed poin s o sha p elemen s p e iously emo ed, such as planks. - I he g ound is so , i will place igid base ma e ials o make he ole o bu den-sha ing, and no sink in o he g ound. - Own aining and in o ma ion measu es ela ing o ca go handling, discussed in p e ious sec ions will be aken. - Helme , boo s and glo es: he pe sonal p o ec i e equipmen p o ided should be used. 57 3.2 SELECTION OF TOWER CRANE In his pa i is explained why we choose ou owe c ane LIEBBHERR 130 EC-B6. Towe c ane a e selec ing by wo ways: • Acco ding o echnical pa ame e s. • Acco ding o economical pa ame e s In his ask we a e going o use he i s way, we a e going o selec ou c ane acco ding o echnical pa ame e s. This way is di idided in o wo s eps: 1. Towe c ane selec ion when he unde g ound and o e -g ound wo ks a e ul illing. 2. Towe c ane selec ion when only he o e -g ound wo ks a e ul illing. Calcula ion o echnological pa ame e o owe c ane. Fi s o all we ha e o know he ollowing pa ame e s: 1. Building dimensions and loca ion (unde g ound and o e -g ound pa s). 2. Weigh s, dimensions and loca ion o ins alling cons uc ions. 3. Wo k condi ions (building si e pa icula i ies, soil cha ac e is ics and unde g ound s uc u es peculia i ies). We mus check i c ane echnical cha ac e is ics ma ch he inequali ies: Qk>Q Hk>H Lk>L Qk- ascension powe o selec ed c ane , . Q - equi ed ascension powe , . Hk- each o selec ed c ane boom, m. H - equi ed each o c ane boom, m. Lk-li ing heigh o selec ed c ane hook, m. L - equi ed li ing heigh o hook, m. The echnological pa ame e s o c ane a e calcula ed acco ding o he building cha ac e is ics. The equi ed c ane is selec ed acco ding o c ane echnical cha ac e is ics able. 58 Towe c ane selec ion when he unde g ound and o e -g ound wo ks a e ul illing. Fi s o all we a e going o de e mina e heigh equi es o hook li ing: H = Building heigh + 3m= 7.2+3=10.2m Then he ascension powe o c ane: Q = P + Ps = 2.5+0.15= 2.65 P-weigh o hea ies li ing cons uc ion, (in ou case conc e e o columns) Ps - weigh o hi ching equipmen , When he alues o L , H and Q a e calcula ed, he c ane could be selec ed. Whe eas o de e mining he each o c ane boom L , will be needed o know he unde c ane wid h o suppo s and dimensions o pla o m u n. These alues a e ound in c ane diag ams. The each o c ane boom L is calcula ed acco ding o ou needs. I decide o pu he c ane in he loo o he building, in he sou h-wes co ne , because in his co ne we ha en’ acade, so he c ane doesn’ dis u b us in he cons uc i e p ocess and i can minimize he owe a m leng h. L = 35 m. When we know he alues o L , H and Q , he c ane could be selec ed using he diag ams o he owe c ane. The diag ams show ha he c ane we can use is LIEBBHERR 130 EC-B6. Qk>Q 3 >2.65 Hk>H 17.2m>10.2m. Lk>L 35m>32.5m As we can see, he c ane we ha e selec ed is capable o pe o ming he equi ed wo ks. 63 3.3 SETTING OF DANGEROUS ZONE Du ing he ins allmen wo ks in some pa s o he cons uc ion si e, ba s, wo kplaces and c ossings he dange ous a eas a e appea ing. Du ing he cons uc ion such a eas a e known as dange ous zones. A he beginning o cons uc ion wo ks and du ing cons uc ion dange ous zones, in which cons an ly a ise o may a ise isk ac o s should be de e mined. The dange ous zones a e di iding in o wo g oups: 1. Dange ous zones in which dange ous and/o haza dous ac o s cons an ly a ec he p ocesses. 2. Dange ous zones in which dange ous ac o s could appea . - Dange ous zones in which dange ous and/o haza dous ac o s cons an ly a ec he p ocesses, a e: • Nea he elec ical equipmen wi h non-insula ed pa s elec ic cu en • Fenceless zones a a heigh when heigh di e ence is 1.3 m highe • Place whe e haza dous was es and/o he concen a ion o ha m ul subs ances in wo kplace ai may exceed he limi alues. (Table 3.1) Limi ing he dange ous zones om he enceless un-insula ed pa s o he elec ical equipmen Vol age, kW Dis ances, limi ing he dange ous zones om he enceless un-insula ed pa s o he elec ical equipmen o om he e ical plane, which is he nea es powe line wi e, wi h a p ojec ion on he land, m <1 1.5 1-20 2.0 35-110 4.0 150-220 5.0 330 6.0 500-750 9.0 800(cu en ) 9.0 The limi s o dange ous zones whe e he isk ac o s o ha m ul subs ances exceeding appea s should be de e mined by measu emen . 2. Dange ous zones in which dange ous ac o s could appea a e: • Nea buildings unde cons uc ion and assembling/disman ling buildings s uc u es o equipmen . • Places o e which he s uc u es o equipmen ins alla ion/disman ling wo ks a e execu ing. • Places o e which loads a e li ing and anspo ed by c anes. • Places whe e he machine y, hei pa s o wo k equipmen a e mo ing. 64 The de e mina ion o c ane dange ous zones The limi s o dange ous zones whe e he e is a ans e o elemen s pe o med by c ane a e de e mined by calcula ions, he sum o ho izon al p ojec ion o li ed elemen , he maximum leng h o bigges elemen s and i s possible all dis ance. Due o he condi ions su ounding ou lo we ha e o conside ou dange zone should no o e ide exis ing buildings. Then, le pu some limi a ions on he mo emen o loads wi h he c ane: - Raise he load e ically o a easonable heigh , and hen ca y he load o he cen e u ning adius o educe he a ea o dange zone. - The p ojec ion o he a m o c ane will no be pe o med on exis ing buildings. The nex isk will be conside ed: -P esence o obs acles. -A eas o way. -Jobs in p oximi y o high ol age powe lines. The p e en ion measu es a e es ablished on he basis o he ollowing legal ex : -Royal Dec ee 836/2003 o 27 June, app o ing a new Technical Ins uc ion “MIEAEM2” Regula ions Li ing and handling equipmen , e e ing o owe c anes o cons uc ion o o he applica ions. -Royal Dec ee 1215/1997 o 18 July, laying down minimum sa e y and heal h o use by wo ke s in eams. 65 P esence o obs acles In pa ag aph 7.3 o he UNE 58-101-92, s a es: “The e ical clea ance be ween he pen and he las a ea o mo emen o pe sonnel shall be minimum 3 me e s. I he load o emp y hook passes wi hin 3 me e s o he a ea (Figu e 3.1), will be necessa y placed on i enough o p e en he indica o s o his app oach.” This means ha when he c ane wea he ane u n mus espec he dis ances. And he a ea, which ine i ably we mus conside he bu den. We a e no inclined o use signaling and also aking in o accoun he lexibili y o hese s uc u es, walkways in pa ag aph 4.1 o he UNE 58-101-92 s a es: ”The minimum clea ance o he passage o pe sonnel, among he mos p ominen pa s o he c ane and any obs acle is 0.60 me e s wide and 2.50 me e s high. In case o ailu e applica ion o his condi ion will p ohibi he access o s a o his a ea dange ous”. We ha e conside ed a minimum dis ance be ween he ip o he a ow and he nea es obs acle o 2 me e s(Figu e 3.1). (Figu e 3.1). Diag am o owe c ane sa e y dis ances. 66 3.4 TEMPORARY ROADS TO THE BUILDING PLACE Tempo a y oads a e buil o b ing cons uc ion ma e ials. Tempo a y oads a e buil combining exis ing oads o each wa ehouses, wo k places, machines, e c. ou side he building place. The e a e wo di e en ways o empo a y oads. The wide o he oad has o be a leas 6 me e s, and he smalles dis ance om he oad o he s o age place is 1 me e . These oads a e buil o ensu e easy d i ing o he building place and as wo k. 3.5 TEMPORARY STORAGE BUILDINGS AND SITES The cons uc ion si e will con ain wo s o age buildings model C20-P on he eas side o he ield (6x2.44x2.60 m) o s o e all ools; also we will need one on co e ed si e (acco ding he leng h o uss) on wes side o he cons uc ion plo . 3.6 TEMPORARY BUILDINGS FOR WORKERS AND MANAGING All he s a will ha e hei own empo a y buildings o sa is y all hei needs. We calcula e all he necessa y empo a y buildings knowing he wo ke s olume. Acco ding on “Royal Dec ee 486/1997, o 14 o Ap il laying down gene al p o isions minimum sa e y and heal h in he wo kplace” app oaching he changing su ace o 2 m 2 pe wo ke . The maximum numbe o wo ke s ha we will ha e wo king a same ime will be 33. So we calcula e 66 m 2 o su ace o empo a y changing building. 1 sink/ 10 wo ke s 1 showe / 10 wo ke s 1 oile / 10 wo ke s 1mi o / 10 wo ke s S= 33x2 m 2 = 66 m 2 . Chosen Buildings: - 1 Toile Model M 65 (6.00x2.44m) = 14.64 m 2 . - 1 Model M 6C (6.00x2.44m) = 14.64 m 2 . - 1 Model M 6 (6.00x2.44m) = 43.92 m 2 . The wo ke s will use a empo a y buildings Model M 6 as place o es , ea …; and he Model M 65 as oile and showe . The managing s a will ha e one empo a y building Model M 6C, whe e will be si ua ed he o ice. 67 3.7 TEMPORARY ELECTRICITY SUPPLY A empo a y supply will be needed in o de o make mos ly all he wo ks. A gene al elec ici y coun e will be needed in he building ence connec ed o he elec ical ush supply connec ed o he gene al elec ical ci y sys em placed close he oad, will be made an indi idual 4x16mm 2 de i a ion. 3.8 CONSRUCTION SITE LIGHTNING To calcula e he numbe o lumina ies necessa y o he co ec wo k illumina ion (Fo mula 3.1): N= ா௫஺ ∅ ೙ ௫ி ೆೣಷಾ (Fo mula 3.1) Whe e: N: Lumina ies numbe a e equi ed E: A e age luminance in lux A: Local a ea m 2 ∅ n : low lamp a e in lumens F U : Fac o o use F M : Main enance ac o The su ace o he wo k a ea is 4300 m 2 , o be illumina ed wi h an a e age illumina ion o 15 lux, wi h 1x150 W me al halide lamps, which p oduce a luminous lux o 13000 lumens pe lamp. Will be used a no mal main enance ac o 0.95. Da a om he ligh ing a ea a e: Leng h: 91.60 m Wid h: 33.85 m Heigh : 4.50 m Index K= ௟௫௕ ௛ሺ௟ା௕ሻ = ସଷ଴଴ ସ.ହ଴ሺଽଵ.଺଴ାଷଷ.଼ହሻ = 7.61 Wi h his index, and media wi h loo colo s and ceiling, and clea ing o he walls, is a ac o in ini ial use in di ec ligh ing lumina ie 1. 68 This he lamps numbe equi ed will be: N= ா௫஺ ∅ ೙ ௫ி ೆೣಷಾ = ଵହ௫ସଷ଴଴ ଵଷ଴଴଴௫ଵ௫଴.ଽହ ≈ 6 By calcula ion we ha e ob ained ha we need a minimum o 6 lamps. 3.9 TEMPORARY WATER SUPPLY We will need a empo a y wa e supply (Figu e 3.2). A gene al accoun an will be ins alled in he building ence connec ed o he ci y wa e supply ush placed close o he oad. The empo a y wa e supply line will equi e an accoun an , s opcock gene al, pipe ube 32 mm, wash s ep and ap. (Figu e 3.2).Tempo a y wa e supply. 69 3.10 TEMPORARY SEWERAGE The sewe cons uc ion will consis on emo ing wa e om ain and he elimina ion o was e wa e as a showe , basins and oile s. D ainage is connec ed o he ne wo k o u ban was ewa e . The d ainage plan consis on connec ing ou ne wo k o exis ing ne wo ks o he ci y. The sewe age sys em will ha e a diame e o 200 mm. 3.11 FENCE OF CONSTRUCTION FIELD The cons uc ion ence will p o ec he pa cel’s pe ime e . The maximum wid h o he s ip o public o p i a e space o be occupied by wo k o enced will be o 2 me e s. The minimum s ep wid h should co e he sepa a ion o bounda y be ween pedes ian and a ic. Fo mal condi ions: - The ence will be o ced o ha e a minimum heigh o 2 me e s measu ed a any poin on he ou e ence ace. - The c own heigh is uni o med and ho izon al p ojec ion admi ing only o sui he e ain slopes, subjec o compliance wi h he minimum heigh indica ed in he p e ious sec ion. - Is exp essly o bidden idges and sha p objec s, which can be inco po a ed in o he ence, bo h empo a ily and pe manen ly. - The ou e ence ace shall no allow he isualiza ion hollow in e io o p o usions o holes ha allow he s encil. The p ojec ions equi ing good pe o mance o he encing cons uc ion will be made, whe e e possible, by he inne ace he eo . - I Is no allowed o o e he space o public o p i a e oad bounded by he encing wo k. I will be manda o y he placemen o ligh s signaling pa hway hedges occupying public o p i a e. - We will need 232.57 me e s o he en i e pe ime e . - The ence will be opaque, pe ec o cons uc ion by he apid assembly and disassemble. 3.12 TEMPORARY COMUNICATIONS Tempo a y communica ions will consis on cell phones and USB modem in e ne o lap ops ( h ee o hem) in managing empo a y building. 70 3.13 GENERAL REQUIREMENTS OF LABOR SAFETY He e we will e alua e he gene al haza ds and choose he indi idual p o ec i e measu es which mus be a ailable o wo ke s p o ec ion. Lis o haza dous jobs: - Exca a ion wo ks - Wo king c ane - Rein o cemen and conc e e wo ks - Fo mwo ks ins alla ion - Welding - Heigh wo k - Roo and acade ins alla ion - Ins alla ion wo ks - Wo k wi h hand ools and powe machine y Indi idual p o ec i e elemen s: - The sa e y helme is expec ed pe wo ke e e y six mon h. - The sa e y helme wi h iew inde , jus one e e y en wo ke s is expec ed, because hei use is mo e speci ic han no mal helme s. - Helme wi h ea p o ec o s: Is p o ided o one e e y i e wo ke s. - Sa e y glasses: A e expec ed e e y h ee wo ke s. - Hea ing p o ec ion ( oam ea plugs): Some ones pe wo ke e e y wo mon h o wo ks a ound loud noises. - Fine dus il e mask: One pe wo ke e e y wo mon h. - Glo es: Some glo es pe wo ke e e y six mon h. - High esis ance o cu ing and ab asion glo es: One e e y i e wo ke s e e y six mon h. - Welde glo es: A pai s o glo es o welde e e y en wo ke s e e y nine mon h. - Dielec ic glo es: Two pai s, hei use is limi ed o elec ical wo k. - PVC Boo s: A pai o boo s e e y i e wo ke s e e y nine mon hs o wo k du a ion. - PVC wa e boo s: A pai o shoes pe wo ke e e y nine mon hs o wo k du a ion. - Dielec ic boo s: Two pai s o all he wo k, hei use is limi ed o elec ical wo ks. - - Sea bel li eline: One e e y en wo ke s and wel e mon hs o wo k, o wo king a heigh oge he wi h sa e y lines. - Sa e y bel : One e e y h ee wo ke s and six mon hs. - De ice all a es sa e y bel : One e e y h ee wo ke s and six mon hs. - Fall a es sys em: One e e y h ee wo ke s and six mon hs.