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TNEL KALIP SSTEMTUNNEL FORMWORK SYSTEMS
Sektrde Her Zaman Lider...
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FRMA PROFLCOMPANY PROFILE
Firmamz proje durumuna gre bir miktar deiim olmakla birlikte yaklakolarakretimkapasitemizaylk
TnelKalp:10.000m
Muhtelif DemeKalplar20.000m
Perde veKolonKalplar5.000m
Kalp skelesi 50.000m
UzayKafesSistemleri10.000m
elikKonstrksiyonyaklak500ton retmekapasitesinesahiptir.
Ayrca firmamz deneyimli teknik ve idari kadrosu, dnyann bir ok yerindeuzman ve tecrbeli bayileri, gerek merkezden gerekse bayileri aracl ileverdii hizmet ve servis destei ile her zaman yan banzdadr. Daha projeaamasnda firmamzla kuracanz bir kontak, iinizin ok daha dzgn,
hzl,kaliteli veekonomik olmasnayardmcolacaktr.
1
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NERU 1985
NERU
10.000 12.000
120
.
NERU, 1985 ylnda lkemizde o gnlerde henz emekleme aamasndaolan ve gelien lkemizin iddetle ihtiya duyaca modern kalp ve iskelesistemleri, bunun yannda uzay kafes sistemleri ve elik imalatlar retmekiin kurulmutur.
Yaklak10.000m kapal , 12.000m ak imalat sahas olan fabrikamzdayaklak120kii almaktadr.
rettiimiz rnlerin byk bir ksmn yurt dna gnderen firmamz, yur tiinde ve yurt dnda sektrn aranlan firmas olmann gururunuyaamaktadr.
Konusunda yapt yenilikler, srekli aratrma ve gelitirme almalar,kaliteye verdiimiz nem ve baarl, sekin, yetimi ekibimiz; mterimemnuniyeti odakl hizmet anlaymz, baarmzn temelini
oluturmaktadr.
2 2
:
:
,
,
,
.
,
, , .
: 10.000
20.000
5.000
50.000
10.000
500
.
NERU was established in 1985 in order to produce modern formworks andscaffolds as well as space lattice systems and steel fabrications whichwould be needed forcibly in our country which was then crawling fordevelopment.
In ourfactory, whichhas 10.000 mopen and12.000 mclosed fabricationspace, approximately 120workers areemployed.
Our company, exporting most of its production abroad countries,experiences lives the proud of being a preferred company both in ourcountryandinforeigncountries.
Oursuccess is solelybased on the novelties sought, never ending research
and development studies, care after quality, successfull and distinguishedpersonneland service notion basedon customersatisfaction.
Subject to changes depending on the project conditions, our monthlyproduction capacity isapproximately as follows:
TunnelFormwork:10.000m
Assorted Floor Formworks:20.000 m
ShearwallandColumn Formworks: 5.000m
Formwork Scaffold:50.000m
SpaceFrameSystems: 10.000m
Steel Construction:500 tons.
Besides, ourcompanyis always next toyou with itsservice support providedfrom its base and/or distributors by the experienced technical and
administrative personnel, experienced distributors all over the world. Thecontact you will provide with our company at the project stage will bringbetter, fast,high qualityandeconomicresultsfor you.
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Tnel kalp sisteminin gerektirdii kalp elemanlarer aksesuar malzemelerini kendi deneyim,sektrde eyrek asr kn bir sredir bulunmann verdiig tirdii patentlizmlerle, stn teknolojisi olan, kullanm y nyastandartlarnda retimyapmaktadr.
naatlarnzda dier hibir yapm teknii lle mukayeseedilmeyecek kadar hz, elik yzeylerden dolay stn kalite,uzun mr, depreme kar kllk, en az iilik ile enfazla retim, dnyann her yerine verilen servis destei vehepsinden nemlisi ekonomi NERU Tnel Kalb n incazip klmaktadr.
, iskelesistemleri, dia
ve bilgi birikimi ilekaliteli tezgahlarda gelikola d
dayan
' sizin i
NERU designs and produces the formwork members,scaffolding systems and other accessory materials requiredby theTunnelTypeformwork technologyusingitsexperience,power and background information resulted from activitiesover quarter century in this industry with developedpatented solutions at state-of-art workbenches in superior
technology, easyof applicationand inglobal standards.Speed not comparable with any other methods in yourconstruction activities
NERUTunnel Formwork System
, superior quality resulted from steelsurfaces, long life, resistance to earthquake, maximumproduction with minimum labor force, worldwide technicalsupport and most importantly cost efficiency make
attractive foryou.
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TNEL KALIP SSTEMTUNNEL FORMWORK SYSTEMS
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AVANTAJLARINIZOUR ADVANTAGES
Hz
Ekonomi
Kalite
Uygulama
Modler
: naatsresini diersistemlerle mukayese edilmeyecekkadarksaltr. c n nler, yatrmn en ksa sredeamortismann lar.
: Kalbn yzlerce kere ayn lmas mmaliyetlerini ok azaltr.
: Sva gerektirmeyen dzgn yzeyler elde edilmesi vellerin standart olmas n kullanlmasn
rnleri olan kap rnlerdefabrikasyonrnlere ynelinmesinisalar.
Yapm hz, er doal afetleredayanmndan dolay nyann her yerinde kullanlabilir. Kalpkullanm in ok ksa bir eitim ile kalifiye eleman gereksinimiolmadaniilikkarlanr.
: Kalp standart paralardan olutuu iin ii biten kalplarpaketlenip saklanabilir. Yeni inizde ok az ilavelerle yenidenkullanlabilir.
g ve anapara kaybsa
kalitede kullan yap
prekast elemanlar veekonomik yan sanayi , mutfak tezgah , dolap gibi
: deprem ve did
i
i
Speed
Economy
Quality
Ease of application
Modularity
:
:
:
pplication.: Completed formworks may be packaged and stored
since formwork is composed of standard parts and it can be usedagainfor yournew workwith very littleadditions.
It shortens the time needed for construction down to aperiodwhich ismuch superior toothersystems. Preventsthe lossesof workmanship and capital, and ensures the soonest possibleamortization of the investment.
The ability to use the formwork hundreds of timessubstantially reducestheproduction costs.
Obtaining the smooth surfaces which do not necessitateplastering and standard sizes enable the usage of the precast
members and turn towards the fabrication products in by-productssuchas door, kitchen bench, cupboard, etc.:Itmaybeappliedinanyregionoftheworlddue
to production speed and resistance to earthquake and othernatural disasters. Workmanship is provided by a very short trainingwithout requiringthe qualifiedworker forformworka
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TNEL KALIPTA YAPTIIMIZ YLETRMELERIMPROVEMENTS WE HAVE PERFORMED FOR TUNNEL FORMWORK
Kalp yapmnda kullandmz rn Ereli demir elik rn ksekvasfl r.Panolarnaltndazelekilmi U120 il kullanlmaktadr.Yeni gelitirilen rulmanl zak sistemi ile kalp skmnde vekurumundaiiliktenbyktasarrufsalanmaktadr.Altdelikaadan100mmyukaryakartlmtr.Panolarn birletirilmesinde ayrca kalp birletirme lamas
lmaktadr.Payandalarda (kontrafilerde) akl ve sehim ayar in setuskur
lmaktadr.Payandalarda (kontrafilerde) serbest dnen ksmlar
tirilmitir.Terazi zgemelibirsistemlebalanmaktadr.Kullanlan aksesuarmalzemeleri galvanizliolarak teslimedilmektedir.Firmamzda retilen kalplar tam otomatik frn sistemindeboyanmaktadr.
Kalp yan U profilleri ve omegalar nda zelektirilmektedir.Tneldikmetekerlerigelitirilmi rlmtr.Bulontakviyeleri10 mmlamalarlaglendirilmitir.
ysertsaclard prof
k
kullani ayar
sistemikullanrulmanl
detaylarlageliputreli kaynaks
boru fabrikalar
ve mukavemeti art
Product we used for the formworkis high quality hard sheet metal fromEreli demirelik.Speciallyextruded U120 sections are usedunder theboards.Significant amount of savings is obtained from workmanship costs forremovinganderecting of the formworkdue to the newdeveloped rollerbearingskidsystem.Bottom hole hasbeenraised 100 mmfrombottom.Formworkjoiningplate isalso used for thejoiningof theboards.Setuskur alignment system is used for the plumb line and deflection
alignmentatsupports.Free movable parts of the supports have been improved by rollerbearingdetails.Level I-beamis joined bya slidingsystemwithoutwelding.Usedaccessorymaterialsshall bedeliveredas galvanized.Formworks used in our company are painted in full automatic ovensystem.SideUbeamsandomegasoftheformworkareextrudedatpipeplants.Tunnelpostswheels have beenimprovedandstrengthened.Boltreinforcements have beenreinforcedby10mm plates.
.
10
,
.
U120.
.100 .
.( )
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.
.
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..
.
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Resimlerde de grld nel kalp sistemin mutluluk iinde yaayabilecei ehircilik anlaynauygun doay evreyi bozmadan gnmzde artk deerillemeyecek kadar anlalan ormanlara zarar vermedenyaanlacakevler siteleryapabilirsiniz.
ocuk parklar nlerekzlm an nel kalp evleri ile insanyaam inidealehirleroluturmaksiziniinartkokkolay.
gibi NERU T ileinsanlarve
, spor alanlar , sosyal tesisleri ile dprojelerden olu t
i
MKEMMEL EHRLER OLUTURMANIZDA NERU TNEL KALIPLARI BRNC YARDIMCINIZDIR
NERU TUNNEL FORMWORKS ARE YOUR FIRST ASSISTANCE TO GENERATE PERFECT CITIES
As seen in the illustrations, you can build comfortablehousings and housing developments without disturbing thenature and environment and damaging to the forest, value ofwhich are invaluable today, complying the city buildingconcept where human beingscanlive in happinessby
Withthetunnel formwork houses comprising theprojectswithchildren s playgrounds, sports areas, social facilities, tocreate ideal cities for the living of human being is now veryeasyforyou.
NERU
Tunnel Formwork System.
'
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Minumum 5 x 10 mt ebatlarnda dzgnbir beton saha tekil edilir.Bunun zerinde Kule vincin bomunun ulaabilecei bir alanda
montaja balanlr. Ahap zerine perde panosu ekilde grldgibi konulur.
A smooth concrete field with the minimum size of 5 x 10 m isformed. Installationis started on this field in an area where boom ofthe tower crane can reach. Curtain board is located over the woodasshowninthepicture.
510, . , . , .
Montaj yaplan tnel durumuna gre ilgili deme panosu, ekildegsterildiigibi, perde panosunaM14x30cvatalarla balanlr.
Concerned floor board is joined to the curtain board with M14x30bolts as shown in the figure based on the conditions of the tunnelbeinginstalled.
1430 , .
3. Aama 3. Stage 3.
1. Aama 1. Stage 1.
6
Tnel aklna gre uygun numaral kontrafiler ayarlamamekanizmas alta gelecek ekilde M14x80'lik cvatalarla perde
panosunabalanrlar.
Supports with thesuitablenumber based onthetunnelopeningarejoined to the curtain board with M14x80 bolts and alignmentmechanismis located in thebottom.
1480 , .
Kontrfilerin avare dnen ular deme panosundaki kontrafiyuvalarnaM14x80likcvatalarlabalanlr.
Idle free ends of the supports are joined tothe supportholes on thefloor board withM14x80bolts.
1480.
4. Aama 4. Stage 4.
2. Aama 2. Stage 2.
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Bu aamada dikme tekeriperde panosunun ortaksmndaki dikmetekeriyuvasnayineM14x80cvata ilebalanlr.
Bu ekilde montaj yaplan tneller montaj kartlarndaki durumagre gerekirseyan yana balanrlar. Bununiin de ikitneli deyde5 sra, yatayda tnel aklna gre yeterli miktarda merkezlemeU'su taklr.
Tunnels installed by this way are joined side by side based on theconditions on the installation drawings if required. Sufficientnumber of centering U beam is mounted in 5 rows vertically at twotunnelsandbasedonthetunnelopeninghorizontallyforthat.
, , , . 5 . , , , .
U
7. Aama 7. Stage 7.
5. Aama 5. Stage 5.
Tnel aklna gre uygun numaral atallar dikme tekeri ileperdepanosu arasna balanlr. Perde panosuna M14x80 cvata ile
dikmetekerineM14x30cvata ileekildegrldgibibalanr.
Bota kalan deliklerden M14x80 lik cvatalarla balanan panolar,st birletirme lamalar, alt ve orta nipellerle (ekilde grldgibi)tnellerinbirletirme ilemi tamamlanr.
Joining of the tunnels are completed with boards jointed withM14x80 bolts through vacant holes, upper connection plates,bottom andmiddlenipples (asshown inthepicture).
148 , ().
0
8. Aama 8. Stage 8.
6. Aama 6. Stage 6.
Yokes with the suitable number based on the tunnel opening arejoined betweenthe post wheel and curtain board.They are joined tothe curtain board with M14x80 bolt and to the post wheel withM14x30boltasshowninthepicture.
. 1480 , 1430 .
In this stage, post wheel is joined to the post wheel hole on themiddlesectionof thewallboard with M14x80 bolts.
1480 , .
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Merkezleme U'larnn balants ve M14x80 lik cvatalar ile arkapanonun sa veya sol durumuna gre tnel ile balants bitirilmi
olur.
Connection of the centering U beams to tunnel is completed withthe M14x80 bolts based on the left and right condition of the rearboard.
, 1480.
U
Bylece bir yarm tnel tamamlanm olur. Tamamlanan yarm kalpmontaj kaldrmaaparat ileayaa kaldrlr.
Thus, half tunnel is completed. Completed half formwork is stoodusingassemblyliftingapparatus.
. .
12. Aama 12. Stage 12.
10. Aama 10. Stage 10.
Bu tnelin arka panosu yan U'lar karlkl gelecek ekilde montajkartndakiduruma gretnelebalanlr.
Rear board of this tunnel are joined to the tunnel according to theinstallationcardby aligning thesideU beamsfacing toeachother.
, .U
9. Aama 9. Stage 9.
Montaj kartndaki verilen lye gre deme panosuna X ve Yynndeki ller alnarak kalp kaldrma delii delinir. Bu noktannaltna gelecek ekilde terazi putreli ekilde grld zere kalbnaltnataklr. Ask kancalar yanU lara aslarak teraziputreli kalbn iinekaynakszolarak sabitlenir.
Formworklifting hole is drilled on the floor board takingthe dimensionsin X and Y axis based on the sizes indicated on the installation card.LevelI beam is installedon the bottom of the formworkunder this pointas shown an the picture. Hanger hooks arehanged tothe side U beams
and level I beamis fastenedinto theformworkwithoutwelding. , . , , . , .
Y
U
11. Aama 11. Stage 11.
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Yine montaj kart larna bak larak varsa deme bolukrezervasyonlar na gre ilenir.verilenXveYkoordinatlar
Floor space reserves, if any, are also marked based on the given XandYaxisasindicatedontheinstallationcards.
, , .
X Y
Yine montaj kartlarndaki verilen lye gre deme aln kalbmtnelkalbnzerine balanr.yar
Floor front formwork is joined over the half tunnel formwork basedonthesizegivenontheinstallationcards.
, .
16. Aama 16. Stage 16.
14. Aama 14. Stage 14.
Ayaa kaldrlm m tnel kalbn zerine montaj kartlarnabaklarak ilgili yerlerine, ekilde grld zere, varsa kap
lenir.
yarve
pencererezervasyonlar i
Door and window reserves, if any, are marked on the stood halftunnel formwork as shown on the picture based on the installationcards.
( ) .
Yine montaj kartlarndaki verilen lye gre varsa perde aln kalbmtnelkalbnzerine balanr.yar
Curtain front formwork, if any, is joined over the half tunnelformworkbasedon thesizegivenon theinstallation cards.
, , , .
15. Aama 15. Stage 15.
13. Aama 13. Stage 13.
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Sonra yine montaj kartlarndaki duruma gre d plarzerindeki yrme yollar lm
perde kalve pano destek ayaklar tak halde
yerlerinekonulur.
Then, outer curtain formworks are placed in their locations byinstalling the walkways and board support legs based on theinstallationcards.
.
Initial installation of formwork on the fundamental plate ends inaccordance with the information as shown above. Generally,whether to benefit from the speed of the formwork, or from an
economicpointofview; decking is installedon half ofthe building.
, . , , .
20. Aama 20. Stage 20.
18. Aama 18. Stage 18.
Bylece montaj kartlarndaki duruma gre ii bitmi neller, temelzerine dklm na, tnel yerleim planna gre
yerletirilir.
taks betonlar
Thus,tunnelscompleted basedon theinstallation cards are locatedon the axis concretes applied on the foundation according to thetunnel layout.
, .
For the spaces in the tunnel project, which continues with theplacement of one hand, hollow reserves of cladding and partitionsare attached to the form as indicated in the assembly of formwork
project.
, .
19. Aama 19. Stage 19.
17. Aama 17. Stage 17.
Yerletirilmesi bir taraftan devam eden tnellerin projede olanboluklar iin perdedeki ve demedeki boluk rezervasyonlarkalba, kalpmontajprojesindebelirtildii eilde balanrlar.
Yukardaki anlatlan bilgiler dahilinde kalplarn radye zerine ilkkurumlar tamamlanr. Gerek kalbn hzndan olabildiincefaydalanmak iin, gerekse ekonomik nedenlerden dolay genelolarak birbinann yarsnakalp kurulmaktadr.
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Demir yerletirilmesi bittikten sonra aks ayaklar demirlere zararvermeyecekekildekalbayerletirilir.
After the isntallation of iron is completed, axis stands are mountedonformworkinsuchawaysoasnottodamagetheironelements.
, , .
Bundan sonraki ilem beton aamasdr. Eer kalp yukardaresimde grld gibi yarm kalpsa bu dkmn artlarnauyularakbeton dkmilemitamamlanr.
The next step is the stage of concrete casting. If the formwork is ahalf-formwork as shown in the figure above, concrete casting
processiscompletedinaccordancewiththeterms.
. , , , .
24. Aama 24. Stage 24.
22. Aama 22. Stage 22.
Kalplarnprojesine gre yerlerine yerletirilmesi srasnda ncelikliperde demirleri kalba yerletirilir. Kalp kurumu bittikten sonra da
demedemirleriyerletirilir.
During the installation of formwork in place in accordance with theproject,primarilythe partition iron is installedon theformwork.Afterthe installation of formwork,plating ironis attached.
, .
Tnel kalpta betondan nceki son aamas olan aks kebentleriaksayaklarnn stne konur vekelepeleri kapatlr.
At the last stage before casting of the concrete into the tunnelformwork, axis angle is mounted on the axle stands and brackets
areclosed.
.
23. Aama 23. Stage 23.
21. Aama 21. Stage 21.
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NERU TNEL KALIP SSTEMNERU TUNNEL FORMWORK SYSTEM
NERU
nceki sayfalarda anlatld gibi fabrikadan gelen tnel kalplartarafmzdan gnderilen spervizr yardm ile ilk montaj aamasntamamladktan sonra temel zerine projesine uygun yerletirilir veyapnn ilk kat betonu dklr. Yandaki resimler bu aamadaki Birkaantiyemizdenalnm resimlerdir.
As defined in previous pages, after first installation stage of tunnelformworks received fromthe factory were completed under assistanceof supervisor assigned by our party, foundation will be placed on theformwork pursuant to the project and first concrete layer of thestructure is poured. Images located on sides are depicting our severalconstruction sites in thisstage.
.
, . , .
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Sonra altda ortada gene dik bir boru ile ve st ortada ksmndaularayarl vidal yine genedikbirboru ilekelepelenir. Resimde
grld gibi genin zerinde bulunan yerlere projede belirtilenahaplar balanr.
Later, it is also fixed by a pipe vertical to the low-mid point of thetriangleusingapipebracketandanotherpipewithstepscrewatthetip is again vertically fixed to the triangle at upper-mid point. Asindicated in the picture, wooden poles defined in the project areconnectedtothepointslocatedonthetriangle.
, , . ,.
Daha sonra iskelenin ucundaki korkuluklara yatay borular altda vestde taklr. Ve kalpla birlikte verilen korkuluk a bu borularabalanrlar.
Later,horizontal pipes are inserted,at superiorand inferior aspects,to the banisters at sides of the scaffold. Banister net given with the
formworkareconnectedto thosepipes.
, .
28. Aama 28. Stage 28.
26. Aama 26. Stage 26.
skele geni konulaca yerdeki tnel aklna gre ekildeki gibiprojede verilen llerde yan yana konulur. n yznde uzun iki
aprazla, (Boru kelepesi yardm ile) arka yznde ksa ikiaprazlabalanr.
Scaffold triangle shall be arranged, as depicted, side-by-side atdimensions defined in the project according to the opening of thetunnel at the location where scaffold will be placed. The scaffold isfixed using two long diagonals (via pipe bracket) and two shortdiagonalsat backside.
, . ( ) .
Bu ana tayc ahaplarn zerine alma kotundaki kalaslarekildegrldgibibalanrlar.
Wooden beams at working level are connected on those carrierwoodenpolesasdemonstratedinthepicture.
, .
25. Aama 25. Stage 25.
13
27. Aama 27. Stage 27.
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Bu montaj u aamalarda gerekletirilir. en st srada bulunan tijdeliklerine kurtaz dediimiz ask ayaklar resimde grld gibi
taklr.
The installation is performed following below steps. Hanger stands,referred as dovetail, are connected to the rod holes found at mostupperorderasindicatedinthepicture.
: , .
Later, walking platform on the scaffold and banister wooden polesareinstalledas indicated in thepicture (In fact, those wooden partsare fixed to corbels on the floor, but it is thus shown here to simplify
thedescription andtoclarify installation steps.)
, . ( , ).
32. Aama 32. Stage 32.
30. Aama 30. Stage 30.
Tnel kalp ilk dkm ileminden sonra d cepheye gelen perdekalplarn tamak iin tnel kalba gre dizayn edilmi d cephe
iskelesi, perdedeki st tij deliklerinden faydalanlarak montajyaplr.
Following first casting procedure of tunnel formwork, outer curtainscaffold designed according to the tunnel formwork for carryingcurtain casts on outer side is assembled using upper rod holes onthecurtain.
.
Corbels, in dimensions given in the project and with all connectionscompleted, are fixed to the hanger apparatus, referred as dovetail,asdemonstratedinthepicture.
, .
31. Aama 31. Stage 31.
29. Aama 29. Stage 29.
Kurtaz dediimiz ask aparatlarna projede verilen llerdeaada tm balantlar yaplm konsollar resimde grld gibitaklrlar.
Daha sonra iskelenin zerindeki yrme platformu ahaplar vekorkuluk ahaplar resimde grld ekilde taklrlar. (Aslnda buahaplarda yerde konsollara tespit edilir ancak burda anlatmkolayl veaamalarbelirtmekiinbu ekildegsterilmitir.)
14
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Sayfa 14 de anlattmz ekilde montaj kartlarnda verilenllerde hazrlanan di cephe iskeleleri ilgili yerlere montaj
sorumlusunun datarifedeceiekildetaklrlar.
Exterior scaffolds prepared in dimensions given in installationdrawings as wedefined in page 14 are fixed to places as defined bystaff in charge of installation.
, , .
14,
Daha sonra isebir altkattaveyayan gzlerdeolan tnelkalplaryenibeton dklecek yere tanrlar. Ve bu ilem tm katlar ve tmbloklar bitinceye kadardevameder.
Later, tunnel formworks found at next lower floor or side cells arecarried to places where new concrete is poured. This process isrepeateduntilalllayersandblocksarecompleted.
, , , .
36. Aama 36. Stage 36.
34. Aama 34. Stage 34.
Sayfa 13 de anlattmz ekilde montaj kartlarnda verilenllerde hazrlanan kartma iskeleleri gz aklklarna gre ilgili
gzlere montaj sorumlusunun datarifedeceiekildetaklrlar.
As we explained in page 13, removing scaffolds prepared indimensions given in installation drawings are connected to therelevantcellsas defined bystaffin chargeof installation.
, , .
.13,
Yine montaj kartlarnda verilen llerde hazrlanan sahanlkplatformlar ilgili yerlere montaj sorumlusunun da tarif edeceiekildetaklrlar.
Landing platforms prepared in dimensions given in installationdrawings shall be installed to relevant places as defined by staff incharge of installation.
, , , .
35. Aama 35. Stage 35.
33. Aama 33. Stage 33.
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MALZEMEMATERIAL
AIRLIK kgWEIGHT kg
kg
AIKLAMAEXPLANATION
SR KOD
L (mm)DIMENSIONS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
2627
28
29
30
31
32
33
34
35
3637
38
39
40
41
42
43
44
45
46
47
48
49
50
D1
D2
D3
D9
D4
D5
D6
D8D7
D11
D21
D31
D91
D41
D51
D61
D81D71
D12
D22
D32
D92
D42
D52
D62
D82D72
T 1 (2520)
T 2 (2520)
T 3 (2520)
T 1 (2640)
T 2 (2640)
T 3 (2640)
T 1 (2730)
T 2 (2730)
T 3 (2730)
P 1 (2520)
P 2 (2520)
P 3 (2520)
P 1 (2640)
P 2 (2640)
P 3 (2640)
P 1 (2730)
P 2 (2730)
P 3 (2730)
L1 - R1
L2 - R2
L3 - R3
L9 - R9
L4 - R4
L5 - R5
L6 - R6
L8 - R8
L9 - R9M1
M2
M3
M4
M5
M6
M7
M8
M9
M10
D351
D301
D251
D201
D352
D302
D252
D202
D353
D303
D253
D203
2500 * 2520
1250 * 2520
625 * 2520
2500 * 2640
1250 * 2640
625 * 2640
2500 * 2730
1250 * 2730
625 * 2730
2500 * 2823
1250 * 2823
625 * 2823
2500 * 2943
1250 * 2943
625 * 2943
2500 * 3033
1250 * 3033
625 * 3033
L * 2850
L * 2550
L * 2250
L * 2050
L * 1950
L * 1650
L * 1350
L * 1250L * 1050
L * 2850
L * 2550
L * 2250
L * 2050
L * 1950
L * 1650
L * 1350
L * 1250
L * 1050
2500 * 2000
2500 * 1800
2500 * 1600
2500 * 1400
2500 * 1200
1875 * 2000
1875 * 1800
1875 * 1600
1875 * 1400
1875 * 1200
L * 350
L * 300
L * 250
L * 200
371.0
212.0
125.0
384.0
219.0
129.0
393.0
224.0
331.0
388.0 212.0 116.0
95.0
90.0
85.0
79.0
48.0
46.0
43.0
40.0
25.0
23.0
22.0
20.0
355.0
323.0
271.0
261.0
228.0
195.0
185.0163.0
452.0
414.0
376.0
347.0
329.0
291.0
253.0
235.0
206.0
194.0
176.0
149.0
143.0
125.0
107.0
101.089.0
441.0
404.0
366.0
339.0
321.0
284.0
246.0
229.0
201.0
106.0
96.0
82.0
79.0
69.0
59.0
56.049.0
426.0
390.0
354.0
327.0
310.0
274.0
238.0
221.0
194.0
570.0
550.0
528.0
506.0
485.0
482.0
456.0
449.0
433.0
416.0
YELLOW PAINTED
PAINTED & E.GALVANIZ
YELLOW PAINTED
YELLOW PAINTED
YELLOW PAINTED
YELLOW PAINTED
Perde Panosu
D Perde Panosu
Deme Panosu
Arkalk Panosu
Tnel Masas
Adaptr Pano
Adapter Panel
L=2793 - 2703 - 2593 mm
L= 2500 - 1250 - 625 mm
Interior Curtain Paneau
Exterior Curtain Paneau
Furnishing Paneu
Hod Paneau
Tunnel Desk
8/13/2019 Tunel formwork
18/2017
MALZEMEMATERIAL
AIRLIK kgWEIGHT kg
kg
AIKLAMAEXPLANATION
SR KOD
L (mm)DIMENSIONS
51
52
53
54
55
A351
A301
A251
A201
A352
A302
A252
A202
A353
A303
A253
A203
KKP
L * 350
L * 300
L * 250
L * 200
2823 * 250 * 250
2943 * 250 * 250
3033 * 250 * 250
L * 2823
L * 2943
L * 3033
L * 2850
L * 2550
L * 2250
L * 2050
L * 1950
L * 1650
L * 1350
L * 1250
L * 1050
L * 1000 * 2200
L * 900 * 2200
L * 800 * 2200
M / Kg
1950
1650
1350
1050
1950
1650
1350
1050
1950
1650
1350
1050
600 * 2500
600 * 1250
600 * 625
132.0 120.0 114.0
128.0
125.0
117.0
115.0
110.0
106.0
388.0 212.0 116.0
355.0
323.0
194.0
176.0
106.0
96.0
125.0 122.0 117.0
120.0
106.0
100.0
116.0
103.0
97.0
112.0
99.0
94.0
12.0
11.5
11.5
10.0
8.0
6.0
15.0
21.0
E.GALVANIZ
E.GALVANIZ
E.GALVANIZ
E.GALVANIZ
PAINTED&
E. GALVANZ
YELLOW PAINTED
YELLOW PAINTED
YELLOW PAINTED
YELLOW PAINTED
YELLOW PAINTED
YELLOW PAINTED
D PanoYrme Yolu
Exterior Panel Moving Line
74
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
80
76
77
78
79
81
82
83
84
85
86
87
88
89
90
91
92
PA6
PA3
PA9
PA5
PA2
PA8
PA4
PA1
PA7
DA1
DA2
DA3
DA9
DA4
DA5
DA6
DA8
DA7
KR 100 / 220
KR 90 / 220
KR 80 / 220
DR 100 / 100
73
75
TP
DDA
SD 4
S 4
S 5
S 6
S 7
SD5
SD 6
SD 7
C 4
C 5
C 6
C 7
AT
TM
Y 1
Y 2
Y 3
DDE
TPA
3033 * 250 * 250
42.0
25.0
18.0
31.5
30.5
28.5
27.0
14.5
13.0
105.0115.0125.0
36.0
32.4
28.8
26.4
25.2
21.6
18.0
16.8
14.4
52.0
22.5
4.9
22.0
3.5
E. GALVANZ
YELLOW PAINTED
E. GALVANZ
E. GALVANZ
PAINTED&
E.GALVANIZ
Arka Pano Adaptr
Back PanelAdapter
Kuyu Ke Kalb
Dwell Corner Form
Perde Aln Eleman
Curtain Forehead Element
DemeAln ElemanFurnishing Forehead Element
Kap Rezervasyonu
Door Reservation
Deme Rezervasyonu
Furnishing Reservation
D Pano DestekAya
Exterior Panel Support Foot
D Pano Destek Eleman
Exterior Panel Support Element
Terazi Putreli
Balance Girder
Terazi Putreli Asks
Balance Girder Hanger
Kontrafi
Counter Plug
-
Teker Dikmesi
Wheel Post
Dikme atal
Post Fork
Merdiven
Stairs
Ayarl Teker
Adjustable Wheel
L=2793-2703-2583 mm
L=250-200-180 mm
L=250-200-180 mm
8/13/2019 Tunel formwork
19/2018
MALZEMEMATERIAL
AIKLAMAEXPLANATION
SR KOD
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121122
123
124
125
126
127
128
129
130
131
132
133
134
135
Kalp kartma geni
Form Rejection Triangle
KCI 1
KCI 2
KCI 3
KCA
KCC
17150
KAG
DPTI 1
DPTI 2
DPTI-A
DPTI-K
KRT
SAH
DPTI-AP
DPTI-FP
DPTI-DP
KE
AKE
AKL-AKR
AK
AKA
AKS
AKTS
AKKC
AKKT
AKF
CRY
YRY
KNTIJ
ITK
OCK
VKR
MKR
TKH
CKH
DKH
AWR
RWR
CAD
TBX
SEP
MSK
DPTI
AIRLIK kgWEIGHT kg
kg
L (mm)DIMENSIONS
185.0
210.0
225.0
3.8
L=248/198/178
L=750/700
L = 6000L = 6000
L = 7000
L = 8000
M
1.5 x 1.5
m2
1750
1750
M2
2.5
10.5
60.0
10.8
6.5
10.1
41.7
1.0
2.6
0.8
55.0
100.0
0.8
E.GALVANIZ
E.GALVANIZ & NATUREL
YELLOW PAINTED
YELLOW PAINTED
E.GALVANIZ & NATUREL
E.GALVANIZ & NATUREL
E.GALVANIZ & NATUREL
E.GALVANIZ
E.GALVANIZ
RED PAINTED
YELLOW PAINTED
E.GALVANIZ
PAINTED & E.GALVANIZ
2.7
5.5
2.2
5.2
2.0
12.6
3.5
8.6
4.2
9.5
48.0
16.5
16.5
5.2
3.8
3.4
3.1
2.0
5.0 ?
7.0 ?
M * 100 * 100
M * 40 * 40
M * U80
NATUREL
E.GALVANIZ & NATUREL
E.GALVANIZ
E.GALVANIZ
RED PAINTED
E.GALVANIZ
E.GALVANIZ
NATUREL
NATUREL
NATUREL
NATUREL
NATUREL
NATUREL
NATUREL
NATUREL
E.GALVANIZ
E.GALVANIZ
RED PAINTED
RED PAINTED
E.GALVANIZ
E.GALVANIZE.GALVANIZ
E.GALVANIZ
E.GALVANIZ
E.GALVANIZ
E.GALVANIZ
RED PAINTED
3.3
1.30
52.0
74.0
8.8
5.4
17.5
KCI Dayamas KCI Resting KCI
KCI apraz Borusu KCI Cross Pipe KCI
Boru Kelepesi Pipe Cuff
D Cephe Konsolu Exterior Front Console
Kurt Az Dovetail
Sahanlk skelesi Platform Gangwalk
DPTI Ayar Aparat DTPI Adjustment Apparatus DPTI
DPTI Kilidi DTPI Lock DPTI
DPTI
DPTI
.
.
.
.
Axle Cuff
.
.
tekleme Kebenti
Istma Oca
Kaldrma geni
Montaj geni
Tekli HalatKaldrma
iftli HalatKaldrma
Drtl HalatKaldrma
Arkalk Anahtar
Tavan Anahtar
adr
Takm Sand
Malzeme Sepeti
Mknatsl akl
DPTI Ask Profili
DPTI Fren Profili
DPTI Dayama Profili
Kor. Dikmesi
A. Kor. Dikmesi
G. Aks Kalb
Aks Kalb
A. Aks Sehpas
Aks Sehpas
T. Aks Sehpas
Aks Kelepesi
T. Aks Kelepesi
A. Aks Kesici
kartma Ray
Yerletirme Ray
Konik
Tij Takm
Axle Form
Pushing Bracket
Heating Oven
Lifting Triangle
Mounting Triangle
Single Lifting Rope
Dual Lifting Rope
Quad Lifting Rope
Hod Key
Ceiling Key
Tent
Tool Kit
Material Basket
Magnetic Plumb Line
DPTI Hanger Profile
DTPI Brake Profile
DTPI Resting Profile
Ballustrade Post
A. Kor. Post
S. Axle Form
A.Axle Carriage
Axle Carriage
T. Axle Carriage
T. Axle Cuff
A. Axle Cutter
Rejection Rail
Placement Rail
Conical
Rod Kit 248/198
L=248/198/178
Korkuluk A Bal lust rade Net
8/13/2019 Tunel formwork
20/20