7-constructionsite-120525172916-phpapp01 - Copy.pptx

8/9/2019 7-constructionsite-120525172916-phpapp01 - Copy.pptx

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International Burch universityArchitecture departmentSarajevo

Course : Building Construction Technology I

Date : xx / xx / xxxx

LCT!" #$%&C$#ST"!CTI$# SIT

Building Construction Technology I

'ro(essor : 'ro(%dr%#erman "ustempasicAssistant : )%Sc% Ahmed l Sayed


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T* ST!D+ $, C$#ST"!CTI$# $"-A#I.ATI$#S '"'A"ATI$# '*AS

Basic in(ormation to 0e collected are the (ollo1ing: technicaleconomic documentation o( agreed 1or2 geographic and topographic conditions3 meteorological and climatic conditions3

geological and geotechnical conditions3

hydrological conditions3 a0ility to supply 1ater3 energy3 etc%

a0ility to supply material

tra4c3 and conditions (or delivery o( materials3 machinery3 etc%

opportunity (or employment o( la0or (orce3

propertylegal relations3 capacity o( eventual su0contractors3 suppliers3 transportation

companies3

cost o( resources to 0e used in the region in 1hich to 0uild3 etc%


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TC*#ICALC$#$)IC D$C!)#TATI$# $, A-"D 5$"6

)ain project o( architectural constructive phase o(the 0uilding3

'riced 0ill o( 7uantities3 cost estimate

contract (or construction3

-eneral technical and special conditions o( thecontract3

the document on 'roviding 8nancial resources3

Conceptual project o( site organi9ation i( there is 3

etc%

5ithout complete documentation it is not possi0le

to consider all the needs3 1hich inevita0ly leads tolosses%


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SIT -$-"A'*+

The exact geographical location o( site3

The nearest villages3 centers o( possi0le supplyconstruction materials3 handicra(t 1or2shops and

repair shops3 0an2s3 post o4ces3 the 0uildingmaterials industry3 7uarries3 gravel pits3 desire%stations3 ports3 airports3 pumps (or li7uid (uels3 etc%;

conomic description o( cities3 to1ns and othercenters that gravitate (uture construction3 asdocumentation and 0ac2ground should su0mit:geographical maps and distances speci8ed inrelation to the site%


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SIT T$'$-"A'*+

Con8guration o( site has a 0ig in


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-$L$-ICAL A#D -$TC*#ICAL C$#DITI$#S

5hen per(orming 1or2 on the 0uilding 0elo1 theground sur(ace occurs some pro0lems related toground1ater ground1ater elevation3 vi0rationlevels at various time periods3 the strength o(underground springs3 etc%;%

-eological complex o( ground3 geomechanical andgeotechnical properties o( soil layers on the 0asis o(

appropriate tests3 and geological sections3geological map o( the area generally should exist1ithin the architectural constructive phase o( theproject o( the 0uilding3 0ut contractor has all these

elements to chec2 0e(ore 0uilding


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-$L$-ICAL A#D -$TC*#ICAL C$#DITI$#S

Determining the existence o( ground1ater3 andtheir regime is o( great importance to the process o(organi9ing 1or2s at 9ero cycle (acilities3 as 1ell as(or predicting the e7uipment and installations (or1ater pumping3 (encing construction pit3 concretingunder 1ater3 etc%3 1hich has great importance (or3among other things3 calculating and determiningthe cost o( these 1or2s%


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)T$"$L$-ICAL A#D CLI)ATIC C$#DITI$#S

Climatic conditions at the site are re


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Climatic conditions are decisive (or the annual (und o(1or2ing time3 it is essential that in(ormation a0out climate

and 1eather conditions to 0e collected (or a longer periodo( o0servation%

Such in(ormation may 0e o0tained (rom *ydro

)eteorological Institute% data on rain(all and its distri0utionthroughout the year3 1ith rain(all greater than > mm and>? mm3 as 1ell as data on relative humidity% ontemperature3 average annual3 highest and lo1est3 and the

num0er o( days 1ith temperatures 0elo1 ? C or lo1er than

@ C% in(ormation a0out the dominant 1inds3 their direction3intensity and duration% Strong 1inds can cause major

pro0lems at 1or2 and in certain areas and to stop 1or2completely% Strong 1inds have an in


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Climatic conditions are decisive (or the annual (und o(1or2ing time3 it is essential that in(ormation a0out climate

and 1eather conditions to 0e collected (or a longer periodo( o0servation%

Such in(ormation may 0e o0tained (rom *ydro

)eteorological Institute% data on rain(all and its distri0utionthroughout the year3 1ith rain(all greater than > mm and>? mm3 as 1ell as data on relative humidity% ontemperature3 average annual3 highest and lo1est3 and the

num0er o( days 1ith temperatures 0elo1 ? C or lo1er than

@ C% in(ormation a0out the dominant 1inds3 their direction3intensity and duration% Strong 1inds can cause major

pro0lems at 1or2 and in certain areas and to stop 1or2completely% Strong 1inds have an in


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SIT *+D"$L$-+

5hen it comes to the per(ormance o( 0uildings inthe vicinity o( sur(ace 1ater3 rivers3 la2es3 canals3must 0e (amiliar 1ith the 1ater regime 0ecause ithas a direct impact on the ground1ater regime%

Based on the collected data should 8nd the optimaltechnological solution and ma2e a study o(evacuation (rom the 0uilding o( underground 1atertan2s 1ide excavation


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SIT $"-A#I.ATI$# '*AS >

In the 8rst phase o( 1or2s is (ormed and per(ormed:

Tra4c and site access

,ence site and input s;

arth1or2s on the site3 digging pits

Building site road part o(;

Interim and secondary 0uildings on the site part o(;

nergy and installation needed on site part o(;


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CAATI$# ,$!#DATI$# 'ITS I# A 5ID CAATI$#


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)ain attachments and content o( site organi9ation study :

The ur0an situationSite plansite ,ence and enters

Tra4c and site accessarth1or2s on the site3 digging (oundation pits

Temporary and secondary 0uildings on the siteroads in Construction sitenergy and installation needed on site'roduction units and 1or2shops on the site

Deposition o( materials and components3 (orm1or23 etc%Internal hori9ontal and vertical transport 2ey machines on the site3the principles o( si9ing and positioning$ther (acilities on the site

Technical report on the project o( site organi9ation

T* '"$CT ST!D+; $, T* $"-A#I.ATI$# $,C$#ST"!CTI$#

T* '"$CT ST!D+; $, T* $"-A#I.ATI$# $,


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)ain attachments and content o( site organi9ation study :

The ur0an situationSite plansite ,ence and enters

Tra4c and site accessarth1or2s on the site3 digging (oundation pits

Temporary and secondary 0uildings on the siteroads in Construction sitenergy and installation needed on site'roduction units and 1or2shops on the site

Deposition o( materials and components3 (orm1or23 etc%Internal hori9ontal and vertical transport 2ey machines on the site3the principles o( si9ing and positioning$ther (acilities on the site

Technical report on the project o( site organi9ation

T* '"$CT ST!D+; $, T* $"-A#I.ATI$# $,C$#ST"!CTI$#


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SIT ,#C


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SIT ,#C


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The rationality o( 0uilding3 directlydepends on the good o( the solutions to

the construction site and tra4c on thesite% It should 0e 1ell studied3 the7uestion o( suita0le external roads and

access to the site to direct the deliveryo( materials%

T"#AL T"A#S'$"T


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The rationality o( 0uilding3 directly depends on the good o(the solutions to the construction site and tra4c on the site%It should 0e 1ell studied3 the 7uestion o( suita0le externalroads and access to the site to direct the delivery o(materials%

To ma2e calculations o( external transport o( materials3e7uipment3 etc% should dra1 on the map scheme o( thesource o( materials and e7uipment to existing roads andtra4c (acilities through 1hich supplies 1ill 0e carried outsite3 enter the route3 transport distances and create aspecially prescri0ed distance ta0le3 expressed in miles%

These data on the source o( materials and the distance is

important (or the transport and purchase service%

T"#AL T"A#S'$"T


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The rationality o( 0uilding3 directly depends on the good o(the solutions to the construction site and tra4c on the site%It should 0e 1ell studied3 the 7uestion o( suita0le externalroads and access to the site to direct the delivery o(materials%

To ma2e calculations o( external transport o( materials3e7uipment3 etc% should dra1 on the map scheme o( thesource o( materials and e7uipment to existing roads andtra4c (acilities through 1hich supplies 1ill 0e carried outsite3 enter the route3 transport distances and create aspecially prescri0ed distance ta0le3 expressed in miles%

These data on the source o( materials and the distance is

important (or the transport and purchase service%

T"#AL T"A#S'$"T


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The term Ecenter o( gravityE means themass o( material to 0e installed%

There is a notion o( Ecenter o( gravity o(the hori9ontal transportE and the termEcenter o( gravity o( vertical

transportationE

SIT C#T"


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SIT C#T"


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C$))!#ICATI$#S

Internal roads and tra4c areas can 0e reali9ed as a temporary

or permanent tra4c areas% The reali9ation o( permanenttra4c areas 1ithin the site is a very rational approach3 and itis possi0le 1hen the place and route tra4c areas around theplanned design (or the o( the 0uilding matches 1ith the areao( tra4c routes (or the construction site need to (unction%

There are three 0asic solutions o( the route:>% A 0ypass circuit 1ith a separate or uni7ue entranceexit3the tra4c is on one 1ay%F% Transitory roads 1hen there are pu0lic roads 1ith t1oopposite side o( the site3 t1o1ay tra4c% There are t1oentranceexit to the siteG% Blind 1ith 0uc2et a connection to the main road3 t1o1aytra4c%

I#T"#AL T"A,,IC C$))I!#ICATI$#


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I#T"#AL T"A,,IC C$))I!#ICATI$#

Širina vozila Širina trake

do F3H m G3?? m

do F3@ m G3@? m

pre2o F3@ m H3?? m


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C$))!#ICATI$#S

In the 0uilding production3 1or2s on the site is more or less a pro0lem o(

transportation%

very unnecessary step3 every unnecessary trans(er or transportation costsare extra3 so it can get a space 0y eliminating harm(ul to signi8cant savings intime and o( 1or2 costs%

!nnecessary transportation to the site comes (rom the 1rong set o( majorland8ll materials3 storage and access to them%

asier or harder to per(orm the necessary transportation o( materials dependson properly selected modes o( transport3 the transport routes3 and it all comesdo1n to pro0lems o( organi9ation o( transport to the site%

!nder the Einternal transport siteE means any transportation or transmissiono( 0uilding materials3 e7uipment3 etc% (rom its storage place to place (orinstallation% This includes the transport o( excavated earth (rom theexcavation o( construction sites to land8lls%

!nder the Etrans(erE means the trans(er o( a human 1ho per(orms 1or2


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C$))!#ICATI$#S

internal transport on the site is divided into:

hori9ontal transportvertical transport

The 0asic principles o( solving site plan o( organi9ation; 1ithrespect to the principle o( rationali9ation o( tra4c 1ould 0e:

The principle o( gravity and minimum transportation costs o( materials

The principle o( removing the spaces and remove harm(ul in terms o(transport distance and li(ting height

The principle o( using the (orce o( gravity and transport movement(rom higher to lo1er points

The principle o( uni(ormity o( production and capacity adjustment tothe chain o( machinery and transport e7uipment3 the term EleadmachineE

S'AC DI)#SI$#S


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S'AC DI)#SI$#S

In practice3 (or dimensioning are used the (ollo1ing standards:

Accommodation (rom H%@ to mF/radni2u Dining "oom GH mF/radni2u

Changing rooms and sanitation (acilities ?%H ?%@ mF/radni2u

Standards (or design o4ces:

G%? to G%@ mF/oso0i

H%@ to @%? mF/oso0i dra1ers @%? mF/oso0i management sta=


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C*A#-I#- "$$)


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SA#ITA"+ $BCTS $# SIT


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THANK YOU

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7-constructionsite-120525172916-phpapp01 - Copy.pptx