noedeck · 2 dated: 05.2013 noedeck we reserve the right to make technical modifications. content...

Assembly andOperating Manual

NOE deck®

Dated: 05.2013

2 Dated: 05.2013 NOEdeck We reserve the right to make technical modifications.

Content

1. Safety advice, GSV guidelines . . . . . . . . . . . . . . 31.1 Advice on proper and safe use of formwork and

scaffolds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32. System overview NOEdeck . . . . . . . . . . . . . . . . . 42.1 System description, short summary . . . . . . . . . . . . 42.2 Formwork with NOEdeck panels . . . . . . . . . . . . . . . 52.3 Formwork with NOEdeck compensation beams

Facing between NOEdeck longitudinal girders . . . 62.4 Formwork with NOEdeck cross-beam-Facing

continuous . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63. Assembly manual . . . . . . . . . . . . . . . . . . . . . . . . . 73.1 Unloading formwork elements . . . . . . . . . . . . . . . . 73.2 Erecting formwork . . . . . . . . . . . . . . . . . . . . . . . . . . 83.2.1 Installing the primary edge girders . . . . . . . . . . . . 93.2.2 Installing intermediate longitudinal girders . . . . . 93.2.3 Placing panels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103.2.4 Stripping formwork . . . . . . . . . . . . . . . . . . . . . . . . . 114. Design table for prop loads . . . . . . . . . . . . . . . . 124.1 For NOEdeck longitudinal girders 2400 and

1555 mm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124.2 For NOEdeck longitudinal girders 2100 and

1555 mm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124.3 Table for NOEdeck panels . . . . . . . . . . . . . . . . . . . . 134.4 Table: for NOEdeck cross-beams . . . . . . . . . . . . . . . 135. NOEdeck drophead and head piece . . . . . . . . . 145.1 NOEdeck drophead . . . . . . . . . . . . . . . . . . . . . . . . . . 145.1.1 Mounting of the head on the deck prop . . . . . . . . 145.1.2 Loads and dimensions . . . . . . . . . . . . . . . . . . . . . . . 145.2 NOEdeck Head piece . . . . . . . . . . . . . . . . . . . . . . . . 155.2.1 Mounting of the NOEdeck head piece . . . . . . . . . . 15

6. Installation of NOEdeck longitudinal girder and NOEdeck panel . . . . . . . . . . . . . . . . . . . . . 16

6.1 Suspending the NOEdeck longitudinal girder in the NOEdeck drophead . . . . . . . . . . . . . . . . . . . . . . 16

6.2 Suspending the NOEdeck panels in the NOEdeck longitudinal girder . . . . . . . . . . . . . . . . . . . . . . . . . . 16

7. Remaining dimensions for . . . . . . . . . . . . . .longitudinal girder . . . . . . . . . . . . . . . . . . . . . 17

7.1 With an overlap beyond the NOEdeck drophead or NOEdeck longitudinal girder without additional measures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17

7.1.1 NOEdeck drophead on girder end . . . . . . . . . . . . . 177.1.2 Girder end with NOEdeck head piece . . . . . . . . . . 177.2 With an overlap of the NOEdeck panels beyond the NOEdeck drophead or NOEdeck longitudinal

girder with additional edge girder . . . . . . . . . . . . . 177.2.1 NOEdeck drophead at girder end . . . . . . . . . . . . . . 18

7.2.2 Girder end with NOEdeck head piece . . . . . . . . . . 187.3 Overlaps when using NOEdeck compensating and

cross-beams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 197.4 Joining series of girders . . . . . . . . . . . . . . . . . . . . . . 197.5 Examples for residual distances for

series of girders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 208. Compensation between NOEdeck panels . . . 218.1 Compensation with NOEdeck compensation girder . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 218.1.1 Compensation 65 130 mm . . . . . . . . . . . . . . . . . . . . 218.1.2 Compensation from 130 mm . . . . . . . . . . . . . . . . . . 218.1.3 Forming columns with the deck . . . . . . . . . . . . . . . 228.2 Compensation with squared timbers . . . . . . . . . . . 228.3 Compensation between NOEdeck panels with

NOEdeck compensation bridge . . . . . . . . . . . . . . . . 23

9. Compensation with NOEdeck longitudinal girders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24

9.1 Compensation between NOEdeck longitudinal girders with squared timber . . . . . . . . . . . . . . . . . . 24

9.2 Compensation between NOEdeck longitudinal girder and wall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

9.2.1 Compensation with squared timber . . . . . . . . . . . . 259.2.2 Filler piece with edge girder . . . . . . . . . . . . . . . . . . 25

10. Deck edge formwork with exposed deck edges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26

10.1 Stop-end transverse to NOEdeck longitudinal girder . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2610.2 Stop—end parallel to NOEdeck longitudinal

girder . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27

11. Methods of connecting NOEdeck longitudinal girders . . . . . . . . . . . . . . . . . . . . . 28

11.1 Transverse to girder span direction for deck thicknesses up to 400 mm . . . . . . . . . . . . . . . . . . . . 28

11.2 Angle connection . . . . . . . . . . . . . . . . . . . . . . . . . . . 2912. Formwork solutions . . . . . . . . . . . . . . . . . . . . . . . 3012.1 Beams up to 450 mm with NOE blade clamps . . . . 3012.2 Beams of 450 up to 700 mm with NOE blade clamps

and extension . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3012.3 Beams with NOE clamping bracket . . . . . . . . . . . . . 3112.4 Deck jump . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3113. Formwork transport . . . . . . . . . . . . . . . . . . . . . . . 3213.1 Transporting NOEdeck panels with transport pallet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3213.2 Transport of deck props with the NOE pallet for deck props . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3213.3 Transport of small items with NOE box . . . . . . . . . 3314. Individual parts . . . . . . . . . . . . . . . . . . . . . . . . . . . 34

We reserve the right to make technical modifications. NOEdeck Dated: 05.2013 3

GSV Guidelines

Important information regarding the intended use andsafe application of formwork and falsework The contractor is responsible for drawing up a comprehensive risk assessment and a set of in-stallation instructions. The latter is not usually identical to the assembly instructions.

Risk AssessmentThe contractor is responsible for the compilati-on, documentation, implementation and revision of a risk assessment for each construction site. His employees are obliged to implement the measures resulting from this in accordance with all legal requirements.

Installation InstructionsThe contractor is responsible for compiling a written set of installation instructions. The as-sembly instructions forms part of the basis for the compilation of a set of installation instructi-ons.

Assembly Instructions Formwork is technical work equipment which is intended for commercial use only. The intended use must take place exclusively through proper-ly trained personnel and appropriately qualified supervising personnel. The assembly instructi-ons are an integral component of the formwork construction. They comprise at least safety gui-delines, details on the standard configuration and intended use, as well as the system descrip-tion. The functional instructions (standard con-figuration) contained in the assembly instructi-ons are to be complied with as stated. Enhan-cements, deviations or changes represent a po-tential risk and therefore require separate verifi-cation (with the help of a risk assessment) or a set of installation instructions which comply with the relevant laws, standards and safety regula-tions. The same applies in those cases where formwork and/or falsework components are provided by the contractor.

Availability of the Assembly InstructionsThe contractor has to ensure that the assembly instructions provided by the manufacturer or formwork supplier are available at the place of use. Site personnel are to be informed of this before assembly and use takes place, and that they are available at all times.

Representations The representations shown in the assembly in-structions are, in part, situations of assembly and not always complete in terms of safety con-siderations. The safety installations which have possibly not been shown in these representati-ons must nevertheless be available.

Storage and TransportationThe special requirements of the respective formwork constructions regarding transportation procedures as well as storage must be complied with. By way of example, name the appropriate lifting gear to be used.

Material CheckFormwork and falsework material deliveries are to be checked on arrival at the construction si-te/place of destination as well as before each use to ensure that they are in perfect condition and function correctly. Changes to the formwork materials are not permitted.

Spare Parts and RepairsOnly original components may be used as spare parts. Repairs are to be carried out by the ma-nufacturer or authorized repair facilities only.

Use of Other ProductsCombining formwork components from different manufacturers carries certain risks. They are to be individually verified and can result in the compilation of a separate set of assembly in-structions required for the installation of the equipment.

Safety SymbolsIndividual safety symbols are to be complied with. Examples:

Safety information:non-compliance can lead to damage to materials or risk to the health of site personnel (also life)

Visual check: the intended operation is to be carried out through a visual check.

Note:supplementary information for safe, correct and professional execution of work activities.

MiscellaneousTechnical improvements and modifications are subject to change without notice. For the safety-related application and use of the products, all current country-specific laws, standards as well as other safety regulations are to be complied with without exception. They form a part of the obligations of employers and employees regar-ding industrial safety. This results in, among other things, the responsibility of the contractor to ensure the stability of the formwork and fal-sework constructions as well as the structure during all stages of construction. This also inclu-des the basic assembly, dismantling and the transport of the formwork and falsework cons-tructions or their components. The complete construction is to be checked during and after assembly.

© Güteschutzverband Betonschalungen e. V. P.O.Box 104160, 40852 Ratingen, Germany [email protected] www.gsv-betonschalungen.de

Version: 08.2009

GSV guidelines


System-BeschreibungKurz-Übersicht

Technische Änderungen vorbehalten Stand 04.06 3AuV NOEdeck

NOEdeck:

BärenstarkFallkopf-Belastung bis 48 kN

Rasend schnellNur ,6 Teile sind je m2

Schalfläche zu verlegen

Extra langLängsträger bis 2,40 m

XXLTafelgrößen bis 90 x 150 cm

ProfessionellEin System zwei Optionen– mit Fallkopf und Längsträger– mit Alu-Querriegel

Extra leicht

AnpassungsfähigDurch intelligente,systemintegrierte Pass- undAusgleichslösungen

SauberHinterschnittene Tafelkantenhalten Seitenflächen sauberund reduzieren den Reinigungs-aufwand

SparsamKragträger-Lösung spartStützen und Fallköpfe

IntegriertDecke und Unterzüge könnenin einem Stück geschalt werden

RasterfreiRichtungswechsel beiLängsträgern möglich

Technische Daten:

Deckentafeln:Breite: 90, 60, 45 cmLänge: 50, 90 cm

Längsträger:240, 50 cm(von Stützenachse zu Stützenachse)

Fallkopf:Höhe: 36 cmAbsenkweg: 7 cm

Schalbeläge:NOEform, phenolharzbeschichtet,dauerelastisch im Kittbett gelagert

Konstruktion:Rahmen und Längsträger:hochfeste Aluminium-Legierung,pulverbeschichtetFallkopf:Stahlschweiß-Konstruktion, verzinkt

2. System overview

NOEdeck:

� High-strengthDrop-head load up to 48 kN

� Lightning fastOnly 1,6 components have to be fitted per m² of formwork area

� Extra longLongitudinal girder up to 2.40 m

� XXLPanel dimensions up to 90 x 150 cm

� ProfessionallOne system, numerous options:– with drop-head, panels and longitudinal girder– with aluminium cross-beam

� Extra light

� FlexibleThanks to intelligent fitting and compensating solutions

� CleanThanks to the drophead approx. 40-50% less material is necessary compared to standard deck form-work

� Infinitely variableChange of direction with longitu-dinal girders possible

� EconomicalCantilever beam solution saves on props and drop-heads

Technical Data

Panels:

Width: 90, 60, 45 cm Lenght: 150, 90 cm

Longitudinal girder:

240, 150 cm(from support axis to support axis)

Drophead:

Height: 36 cm Course: 17 cm

Form-facing:

NOEform, phenolic film, sealed into panel-frame with silicon mastic

Material:

Panels, longitudinal girder: High stregth aluminium-alloyDrophead: Steel-construction, galvanized

2.1 System description


2. System overview


3. Assembly manual


4. Design table for prop loads


5. NOEdeck drophead and head piece


6. Installation of NOEdeck longitudinal girder and NOEdeck panel


7. Remaining dimensions for longitudinal girder


8. Compensation between NOEdeck panels


9. Compensation with NOEdeck longitudinal girders


10. Deck edge formwork with exposed deck edges


11. Methods of connecting NOEdeck longitudinal girders


12. Formwork solutions


13. Formwork transport


14. Individual parts

Austria

Belgium

Brazil

Bulgaria

NOE [email protected]

NOE Bekistingtechniek [email protected]

Mills do BrasilEstruturas e Serviços [email protected]


Croatia

France

Netherlands

Poland

Russia

NOE oplatna tehnika [email protected]


NOE Bekistingtechniek [email protected]

NOE PL Sp [email protected]


NOE St. [email protected]

Saudi Arabia

Serbia

Switzerland

Turkey

NOE Global Trade Est.NOE - The [email protected]

NOE Sistemske Oplate [email protected]


NOE concrete Kaliplari [email protected]

Subject to technical modifications.

Kuntzestr. 72,T + 49 7162 13-1F + 49 7162 [email protected]

73079 Suessen, Germany

NOE-SchaltechnikGeorg Meyer-Keller GmbH + Co. KG

Kuntzestraße 72,T + 49 7162 13-1F + 49 7162 [email protected]

73079 Süssen

NOE-SchaltechnikGeorg Meyer-Keller GmbH + Co. KG

Belgien

Brasilien

Bulgarien

Frankeich

NOE-Bekistingtechniek [email protected]

Mills do BrasilEstruturas e Serviços [email protected]

[email protected]

[email protected]

Kroatien

Niederlande

Österreich

Polen

Russland

NOE oplatna tehnika [email protected]

NOE-Bekistingtechniek [email protected]

[email protected]

NOE-PL Sp. [email protected]


NOE St. [email protected]

Saudi Arabien

Schweiz

Serbien

Türkei

Global NOE Trade Est.NOE – The [email protected]

[email protected]

NOE Sistemske Oplate [email protected]

[email protected]

Ş.NOE Beton Kal .ıpları A

Technische Änderungen vorbehalten.W15A021EN

noedeck · 2 dated: 05.2013 noedeck we reserve the right to make technical modifications. content...

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