tunel formwork

8/13/2019 Tunel formwork

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TNEL KALIP SSTEMTUNNEL FORMWORK SYSTEMS

Sektrde Her Zaman Lider...


2/20

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.

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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.

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: 10.000

20.000

5.000

50.000

10.000

500

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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.


3/202

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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5/20

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.

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U120.

.100 .

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6/20

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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7/20

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.

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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.

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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.


8/20

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.

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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).

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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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9/20

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.


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.

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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


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10/20

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.

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X Y

Yine montaj kartlarndaki verilen lye gre deme aln kalbmtnelkalbnzerine balanr.yar

Floor front formwork is joined over the half tunnel formwork basedonthesizegivenontheinstallationcards.

, .



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.

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11/20

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.

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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.

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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.

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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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12/20

Demir yerletirilmesi bittikten sonra aks ayaklar demirlere zararvermeyecekekildekalbayerletirilir.

After the isntallation of iron is completed, axis stands are mountedonformworkinsuchawaysoasnottodamagetheironelements.

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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.

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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.

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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.

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13/20

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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14/20

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.

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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.

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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.

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Bu ana tayc ahaplarn zerine alma kotundaki kalaslarekildegrldgibibalanrlar.

Wooden beams at working level are connected on those carrierwoodenpolesasdemonstratedinthepicture.

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15/20

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.)

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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.

, .



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.)

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16/20

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.

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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.

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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.

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.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.

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17/2016

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


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


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

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

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


20/20

tunel formwork

Documents