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
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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.
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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.
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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.

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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.
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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.