e tijdelijke daken en overbruggingen · accordance with bs en12811-1 and or nasc:tg20 (current...
TRANSCRIPT
TIJDELIJKE DAKEN EN OVERBRUGGINGEN
NIEUWE BROCHURE
A L T R A D B E N E L U X
Beeld: Dimitri Janssens
2
TIJDELIJKE DAKEN EN OVERBRUGGINGEN
ALTRAD BENELUX
Tijdelijke daken
Aluminium tralieliggers
• Opmaak plannen voor steigers & tijdelijke daken
• Technische ondersteuning• Ontwerp op maat• Producttraining
Ingenieursbureau
• In ontwikkeling• Tot 30 meter lang• 500 kg/m2
Overbruggingssystemen
781
7998127
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DESSA PPPPPP DESSA PPPPPP DESSAPPPPPPDESSA PPPPPP DESSA PPPPPP
DESSA PPPPPP DESSA PPPPPP DESSAPPPPPPDESSA PPPPPP DESSA PPPPPP
! Important note or detail
Physical anchorSupplementary fitting
14.0 SECURITYIt is the contractors sole responsibility to ensure allentrances to and from the completed scaffold are secureagainst un-authorised access whilst the scaffold is bothin-service and out of service.
8.0 MATERIALSAll scaffolding materials forming this structure are tocomply with the recommendations of BS EN12811-1 and orNASC:TG20 (current editions).
13.0 PERMITS AND PERMISSIONSThe contractor must obtain all permits and permissions priorto erection.
9.0 DIMENSIONSWritten dimensions shall take precedence over scaleddimensions. The contractor must verify all site dimensionsand notify DESSA Limited of any discrepancies prior toerection.
10.0 MODIFICATIONNo alteration is to be made to the structure detailed on anyworking drawing without prior written permission fromDESSA Limited.
5.0 FOUNDATIONSThe contractor must prepare all foundations prior to erectionand verify sufficient capacity to support the imposed loadsindicated on this drawing and/or detailed in Keyfacts. Wherethis foundation is another structure it is essential that thisstructures owner or owners delegated representativeprovides written verification of the structures ability tosupport the additional imposed loads. Unless specifiedotherwise sole boards and base plates in accordance withNASC TG20 / BSEN12811-1 to be used at every standardlocation.
3.0 INTERFACE LOADSThe contractor is to ensure that the existing structure, itsfabric and/or the ground will safely support the extraimposed loads imparted from the structure detailed on thisdrawing or supply new.Refer to Keyfacts for calculated principal interface loads.
2.0 BASIS OF DESIGNDesigns are been prepared from information supplied to usby, or on behalf of the contractor who should check that hisrequirements have been correctly interpreted and that allloadings, dimensions, lift heights, bay sizes, erection/strikingsequences etc. are as required and practicable.
4.0 LOADINGS ALLOWEDThe contractor must ensure that all loadings allowed for aresufficient and that all loaded areas specified are adequate.Refer to Keyfacts for loadings allowed.
7.0 SHORING WORKSWe cannot and will not pass comment on the structure beingshored, as this involves matters beyond our control andknowledge. It is the contractors responsibility to ensure thatthe existing structure will safely span between our supports,and can be safely shored in the way indicated.
6.0 ANCHORAGEUnless specifically stated to the contrary on the workingdrawing all scaffold anchorage to be installed and tested instrict compliance with manufacturers recommendations andNASC TG04. It is the contractors responsibility to ensure thateach anchor as detailed and installed remains throughout theperiod of the contract and is not interfered with in any waywithout the written consent of DESSA Limited. Refer toKeyfacts - Interface loads for calculated anchor loads.
15.0 ERECTION/DISMANTLE/PARTIAL COMPLETIONIt is not possible to use the scaffold during erection ordismantle operations or partial completion. Unlessspecifically stated otherwise, this drawing relates to thecompleted scaffold structure only. It is the contractorsresponsibility to ensure and maintain stability and structuralintegrity during erection, dismantle and partial completionphases.
16.0 CLADDINGAll cladding whether net or sheet must be installed in strictcompliance with manufacturers recommendations andNASC:TG20. Cladding should be installed so as to stay inposition at the wind loads detailed in Keyfacts. Cladding mustnot be installed during erection, dismantle and partialcompletion phases.
11.0 CONSTRUCTION NOTESUnless noted otherwise all general construction to be inaccordance with BS EN12811-1 and or NASC:TG20 (currenteditions). Unless noted otherwise all lifts and bracing shall beconstructed using EN74 load bearing couplers.
12.0 LADDER BEAMS AND LATTICE BEAMSUnless noted otherwise on this drawing or manufacturersrecommendations all ladder beams and/or lattice beamsare to be braced using load bearing couplers as follows:-Steel beams:Top chord lacing 1.2m c/cBottom chord lacing 2.4m c/cTop chord plan bracing 1 bay in each 6 Section bracing2.4m c/c 1 bay in each 6Alloy beams:Top chord lacing 1.0m c/cBottom chord lacing 2.0m c/cTop chord plan bracing 1 bay in each 5 Section bracing2.0m c/c 1 bay in each 5
1.0 DRAWING STATUSConceptual DesignIdeas and schemes presented as potential solutions to theclient's brief. Conceptual designs are not techically robust, nocalculations and no assessment of the scheme in context ofit's surroundings having been undertaken. The drawing shouldnot be used for construction.Preliminary DesignIntended to show a realisable scheme in line with the client'sbrief. Global checks may have been conducted in order toachieve this, but the overall scheme is not technicallycomplete. The drawing should not be used for construction.Working DrawingProvided in line with detailed calculations to relevantstandards and in compliance to the client's brief. Inconjunction with other notes, clauses and statutoryrequirements, the latest revision of this drawing can be usedfor construction.As BuiltScheme as constructed on site. As built drawings are forinformation only and do not infer or construe compliance torecognised standards or project calculations.
- 24/05/2018 ORIGINAL ISSUE DL
Checked
Scales
Drawn
Date
Customer
Original Size
A2(594x420)
Approved
Owner
Drawing Number
Drawing Title
Project
Drawing Details
Rev
Revision Record
DateRev Description
Drawing Status
© T
his
draw
ing
is c
onfid
entia
l and
the
excl
usiv
e pr
oper
ty o
fD
ESSA
Lim
ited.
No
unau
thor
ised
use
, cop
y or
dis
clos
ure
isto
be
mad
e, a
nd is
to b
e re
turn
ed u
pon
requ
est.
0 50 100
App
Important Notes
Key Facts
Legend
Drawing issued for information only not to be used for construction
DESSASCAFFOLD
TECHNICALSERVICES
PRODUCTS
Preliminary design
P18095D01
BORGERHOUTHAL 1
A
18/06/2018
DL - -
AS SHOWN
BORGERHOUT HAL 1
500MM CANTILEVER BAY
PLAN (1:200)
1-1 (1:100)
2-2 (1:100)
A
LOADINGS ALLOWED:
Environmental loads:-Wind EN1991-1-4, 0.792kN/m2
Snow EN1991-1-3, 0.176kN/m2
Imposed loads:-Class 2 scaffold EN12811-11 level @ 0.75kN/m2
SHEETING:Roof structure encapsulated using PVC sheetingto roof beams and gables
INTERFACE LOADS:
Maximum reactions shown on drawing.
These forces should be considered to act at everyanchor simultaneously.
- 18/06/2018 Amends for contract issue DL
2-
2-
A (1:50)
DOUBLEBRACE 2.57
X 2.0M
DOUBLEBRACE 1.09
X 2.0M
732 CONSOLEFOR
INSTALLATIONOF SHEETS
ANCHORS TOSOLID CONCRETE
LEDGERS ASINTERNAL EDGEPROTECTION
ANCHOR(1:10)
PLAN
TO WALL
SIDE-ONASTSHEAR TIEC/W RESINANCHORS
FIXEDWEDGECOUPLERFITTINGTOROSETTE
220
MAX SPACING BETWEENANCHOR SUPPORTS
FIXED WEDGE COUPLER
220STANDARD
MAX SPACINGBETWEEN ANCHORSUPPORTS
15.28kNagainst downwards
7.68kNagainst uplift
10.7kN
10.7kN
22178 2469
GABLE SHEETTENSION BAR TO EVERY BEAM LINEWITH TUBE DROPPERS (MINIMUM 2M C/C)
!
600
0
300
0
1088
COMBINATION OF MAX. 2.57M + OTHER SIZED BAYSTO SUIT
ROOF GABLESTO BE CLOSEDOFF DURINGOPERATION
ROOF 150MM HIGHER
1-
1-
FACE BRACE 1 IN 5 BAYSSECTION BRACE TO EVERY LINE
Lodewijk Dehaese, Verantwoordelijke tijdelijke daken Altrad Benelux, tel: (+32) 0474.53.17.62, mail: [email protected] of [email protected]
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121416182122
Wie zijn we?Altrad Benelux is dé leverancier van materialen voor tijdelijke daken, overspanningen, steigers, aluminium tra-lieliggers, trappen en veiligheidstoepassingen. Daarnaast werken we samen met de ontwerpdienst en het ingeni-eursbureau van Altrad Dessa (UK). We streven steeds naar innovatieve oplossingen met de beste prijs/kwaliteitver-houding. Hierdoor zijn we de ideale partner voor stellingbouwers, aannemers en bedrijven.
Waarom kiezen voor Altrad Benelux?Door onze technische knowhow én persoonlijke aanpak kunnen wij u een uitstekende klantenservice garanderen. Heeft u technische vragen, vragen over producten of wilt u ondersteuning ter plaatse? Wij helpen u graag verder.
Hoogstaande kwaliteitAltrad Benelux biedt een up-to-date assortiment aan waarbij kwaliteit steeds voorop staat. Onze materialen hebben bovendien een groot gebruiksgemak. Dankzij het ingenieuze productieproces worden problemen die doorgaans deel uitmaken van het aluminium lasproces vermeden. Na productie worden de afgewerkte materialen steeds nauwkeurig getest. Kortom: Altrad Benelux staat voor innovatieve oplossingen én hoogstaande kwaliteit.
Vlotte verdelingAltrad Benelux garandeert een vlotte verdeling van alle materialen en toebehoren. Dankzij onze grote voorraad kunnen we snel en efficiënt afleveren. Ons filiaal in Boortmeerbeek (Industrieweg 11) staat in voor de distributie in België, Nederland en Luxemburg.
ALTRAD BENELUX
TIJDELIJKE DAKEN
PROJECTEN
ASTERIX EN ASTERIX HD
D78 EN D45 TRALIELIGGERS
L45 EN S45 TRALIELIGGERS
RANGER TRAPPEN
VERHUUR
TECHNISCHE SERVICE
INHOUD
Veilige RANGER trappen
4
TIJDELIJKE DAKENAltrad Benelux beschermt uw werf en materialen tegen ongunstige weersomstandigheden, geluidsoverlast en vervuiling.
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Altrad Benelux UNI Roof UNI Roof is een erg gebruiksvriendelijk en praktisch daksys-teem om uw werf en materialen te beschermen. Door zijn aluminium structuur en PVC sheeting kan dit daksysteem onder alle klimaatomstandigheden ingezet worden.
Wat maakt dit systeem zo bijzonder?Dit lichtgewicht daksysteem kan zelfs zonder bouten en kranen gemonteerd worden. Er zijn meerdere samenstellingen mogelijk: zowel met 1 of 2 dakhellingen als met gewelfde configuraties met tralieliggers van 40, 70, 78 of 133 cm.De dakstructuur bestaat uit universele tralieliggers. Deze kunt u ook gebruiken voor andere types steigers.
Beel
d: D
imitr
i Jan
ssen
s
6
KENMERKEN• Minimum aan onderdelen.• Opbouw zonder gereedschap.• Meerdere plaatsingsmogelijkheden.• Lichtgewicht. • Makkelijk te hanteren.• Gedetailleerde gebruikshandleidingen.• Mogelijkheid om zeilen aan de
onderzijde te plaatsen.
• Tralieliggers zijn compatibel met andere systemen.
• Duurzame zeilen worden veilig vastgezet in de geleiding.
• Veilige opstellings- methode door specifieke uitroltechniek.
• Verschillende dakhellin-gen mogelijk.
• Makkelijke plaatsing van zeilgeleiding.
• Overlapping van daken mogelijk waar-door de werf toeganke-lijk blijft voor kraanwerk.
VOORDELEN
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De tralieliggers en ondersteunende elementen kunnen zowel gebruikt worden voor de constructie van ondersteuningen als voor volledig overdekte platforms. De geleiders en platen worden eenvoudig gemonteerd door beugels aan de onderste drager te bevestigen. Hierdoor kan de ruimte volledig ingekap-seld worden voor maximale bescherming.
Meer dan een tijdelijk dakDe tralieliggers en verbindingsliggers (diagonalen of vak-werken) kunnen ook gebruikt worden voor overbruggingen of overdekte platformen. Onder meer publieke toegangen kunnen hiermee verwezenlijkt worden.
Andere mogelijkhedenOns daksysteem biedt een innovatieve oplossing voor uiteenlopende projecten: vrijstaande beschutting, tijdelijke loodsen, treinsporen, werfafsluitingen, podia, plateaus en bruggen, inpakken van gebouwen en archeologische opgravin-gen... Het zijn maar enkele van de vele mogelijkheden.
StockOnze materialen worden in vaste maten geproduceerd en zijn zeer snel leverbaar.
TIJDELIJKE DAKEN
18°
18°
18°
18°
18°
18°
18°
36°
36°
15°Standaard
hellingsgraden of op maat gemaakte
hellingsgraden: beiden zijn
mogelijk!
8
UNI ROOF SYSTEEM
Uitgewerkt plan in 3D van een verrijdbaar dak op een vrijstaande steiger. Volledige sterkteberekening kan verkregen worden op aanvraag.
MATEXPO
Montage van een
verrijdbaar dak: een
ideaal systeem om
materialen in de
werfzone te liften.
Projecten Benelux
9w w w.t i jde l i j kedaken.be
t i jde l i j kedaken@altrad .be
781
7998127
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DESSA PPPPPP DESSA PPPPPP DESSAPPPPPPDESSA PPPPPP DESSA PPPPPP
DESSA PPPPPP DESSA PPPPPP DESSAPPPPPPDESSA PPPPPP DESSA PPPPPP
! Important note or detail
Physical anchorSupplementary fitting
14.0 SECURITYIt is the contractors sole responsibility to ensure allentrances to and from the completed scaffold are secureagainst un-authorised access whilst the scaffold is bothin-service and out of service.
8.0 MATERIALSAll scaffolding materials forming this structure are tocomply with the recommendations of BS EN12811-1 and orNASC:TG20 (current editions).
13.0 PERMITS AND PERMISSIONSThe contractor must obtain all permits and permissions priorto erection.
9.0 DIMENSIONSWritten dimensions shall take precedence over scaleddimensions. The contractor must verify all site dimensionsand notify DESSA Limited of any discrepancies prior toerection.
10.0 MODIFICATIONNo alteration is to be made to the structure detailed on anyworking drawing without prior written permission fromDESSA Limited.
5.0 FOUNDATIONSThe contractor must prepare all foundations prior to erectionand verify sufficient capacity to support the imposed loadsindicated on this drawing and/or detailed in Keyfacts. Wherethis foundation is another structure it is essential that thisstructures owner or owners delegated representativeprovides written verification of the structures ability tosupport the additional imposed loads. Unless specifiedotherwise sole boards and base plates in accordance withNASC TG20 / BSEN12811-1 to be used at every standardlocation.
3.0 INTERFACE LOADSThe contractor is to ensure that the existing structure, itsfabric and/or the ground will safely support the extraimposed loads imparted from the structure detailed on thisdrawing or supply new.Refer to Keyfacts for calculated principal interface loads.
2.0 BASIS OF DESIGNDesigns are been prepared from information supplied to usby, or on behalf of the contractor who should check that hisrequirements have been correctly interpreted and that allloadings, dimensions, lift heights, bay sizes, erection/strikingsequences etc. are as required and practicable.
4.0 LOADINGS ALLOWEDThe contractor must ensure that all loadings allowed for aresufficient and that all loaded areas specified are adequate.Refer to Keyfacts for loadings allowed.
7.0 SHORING WORKSWe cannot and will not pass comment on the structure beingshored, as this involves matters beyond our control andknowledge. It is the contractors responsibility to ensure thatthe existing structure will safely span between our supports,and can be safely shored in the way indicated.
6.0 ANCHORAGEUnless specifically stated to the contrary on the workingdrawing all scaffold anchorage to be installed and tested instrict compliance with manufacturers recommendations andNASC TG04. It is the contractors responsibility to ensure thateach anchor as detailed and installed remains throughout theperiod of the contract and is not interfered with in any waywithout the written consent of DESSA Limited. Refer toKeyfacts - Interface loads for calculated anchor loads.
15.0 ERECTION/DISMANTLE/PARTIAL COMPLETIONIt is not possible to use the scaffold during erection ordismantle operations or partial completion. Unlessspecifically stated otherwise, this drawing relates to thecompleted scaffold structure only. It is the contractorsresponsibility to ensure and maintain stability and structuralintegrity during erection, dismantle and partial completionphases.
16.0 CLADDINGAll cladding whether net or sheet must be installed in strictcompliance with manufacturers recommendations andNASC:TG20. Cladding should be installed so as to stay inposition at the wind loads detailed in Keyfacts. Cladding mustnot be installed during erection, dismantle and partialcompletion phases.
11.0 CONSTRUCTION NOTESUnless noted otherwise all general construction to be inaccordance with BS EN12811-1 and or NASC:TG20 (currenteditions). Unless noted otherwise all lifts and bracing shall beconstructed using EN74 load bearing couplers.
12.0 LADDER BEAMS AND LATTICE BEAMSUnless noted otherwise on this drawing or manufacturersrecommendations all ladder beams and/or lattice beamsare to be braced using load bearing couplers as follows:-Steel beams:Top chord lacing 1.2m c/cBottom chord lacing 2.4m c/cTop chord plan bracing 1 bay in each 6 Section bracing2.4m c/c 1 bay in each 6Alloy beams:Top chord lacing 1.0m c/cBottom chord lacing 2.0m c/cTop chord plan bracing 1 bay in each 5 Section bracing2.0m c/c 1 bay in each 5
1.0 DRAWING STATUSConceptual DesignIdeas and schemes presented as potential solutions to theclient's brief. Conceptual designs are not techically robust, nocalculations and no assessment of the scheme in context ofit's surroundings having been undertaken. The drawing shouldnot be used for construction.Preliminary DesignIntended to show a realisable scheme in line with the client'sbrief. Global checks may have been conducted in order toachieve this, but the overall scheme is not technicallycomplete. The drawing should not be used for construction.Working DrawingProvided in line with detailed calculations to relevantstandards and in compliance to the client's brief. Inconjunction with other notes, clauses and statutoryrequirements, the latest revision of this drawing can be usedfor construction.As BuiltScheme as constructed on site. As built drawings are forinformation only and do not infer or construe compliance torecognised standards or project calculations.
- 24/05/2018 ORIGINAL ISSUE DL
Checked
Scales
Drawn
Date
Customer
Original Size
A2(594x420)
Approved
Owner
Drawing Number
Drawing Title
Project
Drawing Details
Rev
Revision Record
DateRev Description
Drawing Status
© T
his
draw
ing
is c
onfid
entia
l and
the
excl
usiv
e pr
oper
ty o
fD
ESSA
Lim
ited.
No
unau
thor
ised
use
, cop
y or
dis
clos
ure
isto
be
mad
e, a
nd is
to b
e re
turn
ed u
pon
requ
est.
0 50 100
App
Important Notes
Key Facts
Legend
Drawing issued for information only not to be used for construction
DESSASCAFFOLD
TECHNICALSERVICES
PRODUCTS
Preliminary design
P18095D01
BORGERHOUTHAL 1
A
18/06/2018
DL - -
AS SHOWN
BORGERHOUT HAL 1
500MM CANTILEVER BAY
PLAN (1:200)
1-1 (1:100)
2-2 (1:100)
A
LOADINGS ALLOWED:
Environmental loads:-Wind EN1991-1-4, 0.792kN/m2
Snow EN1991-1-3, 0.176kN/m2
Imposed loads:-Class 2 scaffold EN12811-11 level @ 0.75kN/m2
SHEETING:Roof structure encapsulated using PVC sheetingto roof beams and gables
INTERFACE LOADS:
Maximum reactions shown on drawing.
These forces should be considered to act at everyanchor simultaneously.
- 18/06/2018 Amends for contract issue DL
2-
2-
A (1:50)
DOUBLEBRACE 2.57
X 2.0M
DOUBLEBRACE 1.09
X 2.0M
732 CONSOLEFOR
INSTALLATIONOF SHEETS
ANCHORS TOSOLID CONCRETE
LEDGERS ASINTERNAL EDGEPROTECTION
ANCHOR(1:10)
PLAN
TO WALL
SIDE-ONASTSHEAR TIEC/W RESINANCHORS
FIXEDWEDGECOUPLERFITTINGTOROSETTE
220
MAX SPACING BETWEENANCHOR SUPPORTS
FIXED WEDGE COUPLER
220STANDARD
MAX SPACINGBETWEEN ANCHORSUPPORTS
15.28kNagainst downwards
7.68kNagainst uplift
10.7kN
10.7kN
22178 2469
GABLE SHEETTENSION BAR TO EVERY BEAM LINEWITH TUBE DROPPERS (MINIMUM 2M C/C)
!
600
0
300
0
1088
COMBINATION OF MAX. 2.57M + OTHER SIZED BAYSTO SUIT
ROOF GABLESTO BE CLOSEDOFF DURINGOPERATION
ROOF 150MM HIGHER
1-
1-
FACE BRACE 1 IN 5 BAYSSECTION BRACE TO EVERY LINE
Uitgewerkt plan van de werf: bij de berekening werd rekening gehouden met de locatie. Dit zorgde voor een exact en overzichtelijk resultaat.
Uni-slot voor zeilgeleiding. De druk van de compressoren zorgt voor een waterdichte afsluiting.
WATERBOUWKUNDIG LABO BORGERHOUTVolledig verrijdbare daken voor renovatie van de bestaande platte
dakstructuur. De ideale oplossing om droog te werken en materialen op de
werflocatie te liften.
10
UNI ROOF SYSTEEM
PODIUM EVENEMENT
MET TIJDELIJK DAK
Fandorp voor de Rode Duivels
in Mechelen. Wij stonden
in voor de volledige
berekening van
dit tijdelijke project.
Podium voor publieke toegang.
500 kg/m2.
Projecten Benelux
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OVERBRUGGING MET ASTERIX HD
VOETGANGERSBRUGDeze publieke overbrugging van 500 kg/m2 werd volledig ondersteund door Asterix HD tralieliggers. Een ideale, maar ook een snelle en veilige oplossing! 14.0 SECURITYIt is the contractors sole responsibility to ensure allentrances to and from the completed scaffold are secureagainst un-authorised access whilst the scaffold is bothin-service and out of service.
8.0 MATERIALSAll scaffolding materials forming this structure are tocomply with the recommendations of BS EN12811-1 and orNASC:TG20 (current editions).
13.0 PERMITS AND PERMISSIONSThe contractor must obtain all permits and permissions priorto erection.
9.0 DIMENSIONSWritten dimensions shall take precedence over scaleddimensions. The contractor must verify all site dimensionsand notify DESSA Limited of any discrepancies prior toerection.
10.0 MODIFICATIONNo alteration is to be made to the structure detailed on anyworking drawing without prior written permission fromDESSA Limited.
5.0 FOUNDATIONSThe contractor must prepare all foundations prior to erectionand verify sufficient capacity to support the imposed loadsindicated on this drawing and/or detailed in Keyfacts. Wherethis foundation is another structure it is essential that thisstructures owner or owners delegated representativeprovides written verification of the structures ability tosupport the additional imposed loads. Unless specifiedotherwise sole boards and base plates in accordance withNASC TG20 / BSEN12811-1 to be used at every standardlocation.
3.0 INTERFACE LOADSThe contractor is to ensure that the existing structure, itsfabric and/or the ground will safely support the extraimposed loads imparted from the structure detailed on thisdrawing or supply new.Refer to Keyfacts for calculated principal interface loads.
2.0 BASIS OF DESIGNDesigns are been prepared from information supplied to usby, or on behalf of the contractor who should check that hisrequirements have been correctly interpreted and that allloadings, dimensions, lift heights, bay sizes, erection/strikingsequences etc. are as required and practicable.
4.0 LOADINGS ALLOWEDThe contractor must ensure that all loadings allowed for aresufficient and that all loaded areas specified are adequate.Refer to Keyfacts for loadings allowed.
7.0 SHORING WORKSWe cannot and will not pass comment on the structure beingshored, as this involves matters beyond our control andknowledge. It is the contractors responsibility to ensure thatthe existing structure will safely span between our supports,and can be safely shored in the way indicated.
6.0 ANCHORAGEUnless specifically stated to the contrary on the workingdrawing all scaffold anchorage to be installed and tested instrict compliance with manufacturers recommendations andNASC TG04. It is the contractors responsibility to ensure thateach anchor as detailed and installed remains throughout theperiod of the contract and is not interfered with in any waywithout the written consent of DESSA Limited. Refer toKeyfacts - Interface loads for calculated anchor loads.
15.0 ERECTION/DISMANTLE/PARTIAL COMPLETIONIt is not possible to use the scaffold during erection ordismantle operations or partial completion. Unlessspecifically stated otherwise, this drawing relates to thecompleted scaffold structure only. It is the contractorsresponsibility to ensure and maintain stability and structuralintegrity during erection, dismantle and partial completionphases.
16.0 CLADDINGAll cladding whether net or sheet must be installed in strictcompliance with manufacturers recommendations andNASC:TG20. Cladding should be installed so as to stay inposition at the wind loads detailed in Keyfacts. Cladding mustnot be installed during erection, dismantle and partialcompletion phases.
11.0 CONSTRUCTION NOTESUnless noted otherwise all general construction to be inaccordance with BS EN12811-1 and or NASC:TG20 (currenteditions). Unless noted otherwise all lifts and bracing shall beconstructed using EN74 load bearing couplers.
12.0 LADDER BEAMS AND LATTICE BEAMSUnless noted otherwise on this drawing or manufacturersrecommendations all ladder beams and/or lattice beamsare to be braced using load bearing couplers as follows:-Steel beams:Top chord lacing 1.2m c/cBottom chord lacing 2.4m c/cTop chord plan bracing 1 bay in each 6 Section bracing2.4m c/c 1 bay in each 6Alloy beams:Top chord lacing 1.0m c/cBottom chord lacing 2.0m c/cTop chord plan bracing 1 bay in each 5 Section bracing2.0m c/c 1 bay in each 5
1.0 DRAWING STATUSConceptual DesignIdeas and schemes presented as potential solutions to theclient's brief. Conceptual designs are not techically robust, nocalculations and no assessment of the scheme in context ofit's surroundings having been undertaken. The drawing shouldnot be used for construction.Preliminary DesignIntended to show a realisable scheme in line with the client'sbrief. Global checks may have been conducted in order toachieve this, but the overall scheme is not technicallycomplete. The drawing should not be used for construction.Working DrawingProvided in line with detailed calculations to relevantstandards and in compliance to the client's brief. Inconjunction with other notes, clauses and statutoryrequirements, the latest revision of this drawing can be usedfor construction.Working drawing status only valid if drawing markedapproved.As BuiltScheme as constructed on site. As built drawings are forinformation only and do not infer or construe compliance torecognised standards or project calculations.
Important note or detail
Physical anchorSupplementary fitting
LOADINGS ALLOWED:
Environmental loads:-Wind EN1991-1-4, 0.75kN/m2
Snow EN1991-1-3, 0.352kN/m2
SNOW TO BE CLEARED INSTANTLY PRIOR TOPUBLIC ACCESS
Imposed loads:-1 level @ 2.5kN/m2
SHEETING:
External elevations of walkway to receive singlelayer of 22mm non-slip plyboard
INTERFACE LOADS:
Maximum reaction at ground level= 28.12kN
These forces should be considered to act at everyanchor simultaneously.
- 15/10/2018 CONCEPTUAL ISSUE (EXC. ROOF COVERAGE) DL
Checked
Scales
Drawn
Date
Customer
Original Size
A1(841x594)
Approved
Owner
Drawing Number
Drawing Title
Project
Drawing Details
Rev
Revision Record
DateRev Description
Drawing Status
© T
his
draw
ing
is c
onfid
entia
l and
the
excl
usiv
e pr
oper
ty o
fD
ESSA
Lim
ited.
No
unau
thor
ised
use
, cop
y or
dis
clos
ure
isto
be
mad
e, a
nd is
to b
e re
turn
ed u
pon
requ
est.
0 50 100
App
Important Notes
Key Facts
Legend
Preliminary designDrawing issued for information only not to be used for construction
DESSASCAFFOLD
TECHNICALSERVICES
PRODUCTS
P18154D01
TRANSPORTLAAN18M BRIDGE AND STAIR FOR ACCESS
2.5kN/m2
B
23/10/2018
DL ALJ
AS SHOWN
TRANSPORTLAAN
1-
1-
PLAN (1:75) [TIMBERS EXCLUDED FOR CLARITY]
3-
3-
A 22/10/2018 PLY AND BATTENS ADDED FOR DECK DL2-
2-
150
075
015
00
150
075
015
00
150
075
015
00
150
010
8815
465
280
2072 1000
2000 2000 2000 2000 2000 2000 2000 2000 2000 2000
20721000
150
80
24144
2-2 (1:75)
18000
1-1 (1:75)
1500 1500 1500 750 1500 1500 750 1500 1500 1088
154
1088
269
100
020
00
200
020
00
150
0
2072 1000 18000 1000 2072
269
100
020
00
200
020
00
150
0
19000
3-3 (1:20)
1088 154 1088
1280
1279
422 422 398 422 422
A
A (1:20)
B
2158
C
B (1:5)C(1:5)
JOIST JOINT DETAIL (1:20)
--
--
CONTUR PUBLIC ACCESSGUARDRAIL
OR3.0M L X 2.0M H DIAGONALS
WITH PLY OUTER
FACE BRACE, BOTH SIDES SECTION BRACEEVERY LINE
ANY STEELDECKS ONPLATFORM TORECEIVE PLYOVERLAY
!
RED DIMENSIONS ON PLAN - TO GROUNDPINK DIMENSIONS ON PLAN - TO PUNCHEONS
PUBLICACCESSSTAIRFLIGHT3.0M L X2.0M H
WEDGE/WEDGE FITTINGSBETWEEN STANDARDS
JOISTS AND PLY TOBRIDGE LIFT
SECTON BRACEALL LINES
2" X 2" BATTENS AT 1M C/CVERTICALLY TO SUPPORTWALL MOUNTED PLY
180X60MMBATTENSTO SUPPORTWALKWAY PLY
DESSA ASTERIX HD BEAM SPANS2NO. AT 1.09M CTS
DESSA BRACE FRAMES AT 1M C/CDESSA PLAN BRACES AT 1M C/C
ENSURE 8 PIN TOTAL AT CONNECTIONS
5467
CLEARANCE TO UNDERSIDE OF ASTERIX HD
PLETTAC SADDLESPIGOTAT 2M C/CBETWEEN ALTERNATEVERTICAL POSTS OFASTERIX HD
STANDARD BOLTED TOPLETTAC SADDLE
SPIGOT!
374
INDICATIVE BASEJACKEXTENSION. SITECONDITIONS BAYVARY.NOT TO EXCEED400MM
!
BOLT BASE PLATETO UNDERSIDE OF
152X152X23 UKC
GRAVLOCKSOR BOLTLESS
GIRDERCLAMPS TOASTERIX HD
DESSA BRACE FRAME ON POST
DESSA PLANBRACE ONCOLLARS
!
2" X 2" BATTENREST ON TOP OF
BASE PLY. SCREWTHROUGH
UNDERSIDE USINGFORM A WASHER
PLY SCREWED TOBATTEN AT 1M C/CVERTICALLY ANDHORIZONTALLYUSINGCOUNTERSUNKSCREW FIXINGS FORA FLUSH FINISH
22MM NO SLIP PLYSCREWED TOBATTEN AT 1M C/CHORIZONTALLYUSINGCOUNTERSUNKSCREW FIXINGS FORA FLUSH FINISH
DOUBLE COUPLERFITTED TO EITHERSIDE OF BATTEN TOAVOID HORIZONTALDISPLACEMENT.EVERY 2ND LINE.
180 X 60MM TIMBER JOISTRESTING ON TUBULAR
LEDGER
100 100
INTERMEDIATE TRANSOMS, LEDGERTO LEDGER IF JOIST OVERHANG
FROM MAIN LEDGER EXCEEDS200MM
!
Puncheon
1390
28kNper line
28kNper line
FACE BRACE INDICATED THUS
ENSURE ALL STANDARDS ARE PINNED!
PLANBRACEINDICATEDTHUS
PLAN BRACING TO SCAFFOLD USING HORIZONTAL DIAGONALS PLAN BRACING TO SCAFFOLD USING HORIZONTAL DIAGONALS
8875
D
B (1:5)
2" X 2" BATTENREST ON TOP OF
ROSETTE. PLY.SCREW THROUGHUNDERSIDE USINGFORM A WASHER
PLY SCREWED TOBATTEN AT 1M C/CVERTICALLY ANDHORIZONTALLYUSINGCOUNTERSUNKSCREW FIXINGS FORA FLUSH FINISH
PLANBRACEINDICATEDTHUS
PLANBRACEINDICATEDTHUS
WEDGE/WEDGEFITTINGS TO EVERYLINE WITHADDITIONALSTANDARDS
BALLASTREQUIREMENT
3TONNE PERSIDE OR
750KG PERLOCATION
SHOWN!
BALLASTREQUIREMENT3TONNE PERSIDE OR750KG PERLOCATIONSHOWN !
BALLAST REQUIREMENT3TONNE PER SIDE OR750KG PER LOCATIONSHOWN
!
WEDGE/WEDGEFITTINGS TO EVERY
LINE WITHADDITIONALSTANDARDS
500
154 154
DOUBLESTANDARDS FOR
1.5M USINGWEDGE/WEDGE
FITTINGS
DOUBLESTANDARDS FOR
1.5M USINGWEDGE/WEDGE
FITTINGS! !
REINFORCED LEDGERSTO HOUSE BALLAST
DOUBLE STANDARDS (EXTRA1.5M WITH 0.5M OFFSET)
ON WEDGE WEDGE FITTINGS
!
DOUBLE BRACES, BASE AND 2ND LIFT ! DOUBLE BRACES, BASE AND 2ND LIFT! DOUBLE BRACES, BASE AND 2ND LIFT!
DOUBLE BRACES, THIRD LINE IN ONLY
!
DOUBLE BRACES, THIRD LINE IN ONLY
!
B 23/10/2018 REINFORCING STANDARDS ADDED DL
De Asterix tralieliggers zijn ideaal voor lange overbruggingen. De diagonalen en vakwerken klikken op de tralieliggers, wat een vlotte en snelle montage mogelijk maakt.
Lodewijk Dehaese, Verantwoordelijke tijdelijke daken Altrad Benelux, tel: (+32) 0474.53.17.62, mail: [email protected] of [email protected]
ALTRAD BENELUX werkt
momenteel aan de
ontwikkeling van een nieuw
systeem voor dergelijke
constructies. Contacteer ons
voor meer informatie!
12
ASTERIX aluminium tralieliggersDe Asterix aluminium tralieliggers wor-den geproduceerd volgens de strenge EN1090-normen. Hoogstaande kwaliteit en een uitzonderlijk hoge capaciteit zijn hierdoor gegarandeerd. Bovendien zijn ze compatibel met alle andere types van steigers. De koppeling gebeurt d.m.v. stalen tralieliggerverbinders en koppelingspennen. Standaardelementen zoals 18° en 36° nokstukken voor tijdelijke daken, koppelingen, steigerbuizen, aluminium tussenliggers, diagonalen en vakwerken zijn uit stock leverbaar.
Een ontwerpingenieur zorgt voor een exacte berekening.
10 velden 6 velden 2 velden
ZELFDE PROJECT, MINDER TRALIELIGGERS.
ASTERIX EN ASTERIX HD
Tralieliggers 450 mm Tralieliggers 750 mm Asterix HD tralieliggers
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TECHNISCHE FICHE VERKRIJGBAAR OP AANVRAAG.
TECHNISCHE
FICHE
VERKRIJGBAAR
OP AANVRAAG.
ASTERIX • Beschikbare lengte: 1, 2, 3, 4, 5, 6 m• Hoogte: 702 mm • Maximum buigingsmoment: 41,31 kNm• Maximale afschuifkracht: 23,73 kN
ASTERIX HD• Beschikbare lengte: 0,55, 1, 2, 3, 4 m• Hoogte: 1280 mm • Maximum buigingsmoment: 102,20 kNm• Maximale afschuifkracht: 32,60 kN
Tralieliggerverbinders verkrijgbaar.
Tralieliggerverbinders verkrijgbaar.
Tralieliggerverbinder en borgpennen.
Tralieliggerverbinder en borgpennen.
1 m
4 m
2 m
3 m
3 m
2 m
4 m
1 m
5 m
6 m
14
D78 en D45 De D78 en D45 tralieliggers zijn compatibel met alle mogelijke steigersystemen en tijdelijke daken. De D78 tralieliggers zijn verkrijgbaar van 1 tot en met 6 meter met een hoogte van 780 mm. De D45 tralieliggers zijn verkrijgbaar van 1 tot en met 8 meter met een hoogte van 450 mm.De bovenste en onderste buizen van de tralieliggers worden geproduceerd in de traditionele steigerbuismaat van 48 mm, waardoor u ze makkelijk kunt koppelen aan andere steigersystemen. De verticale buizen zitten om de meter en op elk uiteinde. Voor het monteren van overspanningen, ondersteuningen, vloerbodems en dakconstructies zijn deze tralieliggers de beste keuze.
D78 EN D45 TRALIELIGGERS
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D78 tralieliggers• Beschikbare lengte: 1 m tem 6 m• Hoogte: 780 mm • Maximum buigingsmoment: 38,84 kNm• Maximale afschuifkracht: 23,71 kN
D45 tralieliggers• Beschikbare lengte: 1 m tem 6 m• Hoogte: 450 mm • Maximum buigingsmoment: 22,20 kNm• Maximale afschuifkracht: 12,10 kN
D78 EN D45 TRALIELIGGERS
Tralieliggerverbinders verkrijgbaar.
Tralieliggerverbinders verkrijgbaar.
1 m
2 m
3 m
4 m
5 m
6 m
8 m6 m5 m4 m3 m2 m1 m
TECHNISCHE FICHE VERKRIJGBAAR OP AANVRAAG.
TECHNISCHE
FICHE
VERKRIJGBAAR
OP AANVRAAG.
16
L45 EN S45 TRALIELIGGERS
L45 en S45De L45 en S45 tralieliggers zijn compatibel met alle traditionele steigersystemen en tijdelijke daken. Bovendien zijn ze licht en zeer sterk. De L45 tralieliggers met een hoogte van 450 mm zijn verkrijgbaar in een formaat van 1 tot 6 meter. De S45 tralieliggers met een hoogte van 450 mm hoogte zijn verkrijgbaar in lengtes van 4,1 m , 6,1 m en 8,1 m. De bovenste en de onderste buizen van de tralieliggers worden geproduceerd in de standaard steigerbuismaat van 48 mm. Zo zijn ze makkelijk te koppelen aan ieder steigersysteem. De verticale buizen zitten om de meter en op elk uiteinde. Deze tralieliggers zijn de ideale oplossing voor het monteren van overspanningen, ondersteuningen, vloerbodems en dakconstructies.
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L45 tralieliggers• Beschikbare lengte: 1 m tem 8 m• Hoogte: 450 mm • Maximum buigingsmoment: 21,98 kNm• Maximale afschuifkracht: 11,69 kN
S45 tralieliggers• Beschikbare lengte: 4.1 m, 6,1 m en 8,1 m• Hoogte: 450 mm• Maximum buigingsmoment: 20,19 kNm• Maximale afschuifkracht: 11,66 kNm
Tralieliggerverbinders verkrijgbaar.
2 m
3 m
4 m
5 m
6 m
8 m
8.1 m
6.1 m
4.1 m
TECHNISCHE FICHE VERKRIJGBAAR OP AANVRAAG.
TECHNISCHE
FICHE
VERKRIJGBAAR
OP AANVRAAG.
18
RANGERTM TRAP
RS0003 3 557 783 GEENRS0006 6 985 1457 2 korte leuningenRS0009 9 1412 2130 2 lange leuningenRS0012 12 1840 2804 4 korte leuningenRS0015 15 2267 3478 2 korte en 2 lange leuningen
TRAPNUMMER TREDEN MINIMALE HOOGTE (mm)
MAXIMALE HOOGTE (mm)
lEUNING VEREIST BREEDTE (mm)
TECHNISCHE SPECIFICATIES (VAN GRONDNIVEAU TOT BOVENSTE TREDE)
RS0003
RS0006
RS0009
RS0012
RS0015
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GELEIDE ALUMINIUM LEUNING UIT ÉÉN STUK• Eenvoudig te installeren: het volstaat om de reling in de
bevestigingsgaten te steken.• Montage zonder linker- of
rechterkant: dit voorkomt verwarring bij het opbergen van de installatie.
• 2 lengtemodules, geschikt voor alle lengte-assortimen-ten.
• Lichtgewicht.• Plaatsing onder dezelfde hoek
als het trapelement.
INGEBOUWD LEUNINGGAT MET SCHROEFDRAAD• Voorkomt dat er onderdelen
uit de buitenrand van de trap steken, wat veiliger is op het terrein en makkelijker is voor opslag en transport.
• Ingebouwde antiliftklem: zo blijft de leuning verankerd.
• De leuning kan makkelijk los-gemaakt worden door het in-gebouwde veermechanisme.
INGEBOUWD VERGRENDELMECHANISME IN DE ONDERPLATEN• Vergrendeling van de trap
gebeurt met een steiger-sleutel.
• Kan op een veilige onder-grond of via het onderste niveau vergrendeld worden.
MEERDERE BEUGELOPTIES VOOR BOVENTREDE• Steigerbuis haakt in de inge-
bouwde antiliftklem en ligt zo vlak tegen de buis, zodat steigerplanken er overheen passen.
• De plaatverbindingsbeugels worden aan de solide platen bevestigd door de bouten in de voorgeboorde gaten te draaien.
• Plaatverbinding voor hout en beton is ook mogelijk.
PLATTE VERPAKKING• Maakt opslag en transport eenvoudiger en veiliger. • Tijds-, arbeids- en kostenbesparend.
RANGERTM TRAP
TRAPNUMMER TREDEN MINIMALE HOOGTE (mm)
MAXIMALE HOOGTE (mm)
lEUNING VEREIST BREEDTE (mm)
PLAATVERBINDING. (165mm BOVEN DE BOVENSTE TREDE)
BUISVERBINDING. (110mm BOVEN DE BOVENSTE TREDE)
• SNEL EN FLEXIBEL ALTERNATIEF.
• COMPATIBEL MET ELK TYPE STEIGER.
• LICHTGEWICHT.
• MAKKELIJK TE TRANSPORTEREN.
• VEILIGE MONTAGE VANOP DE GROND.
Functies en voordelen
VOORDEEL:PIVOTERENDE TREDEN!
De trappen kunnen voor verschillende
hoogtes en toepassingen
gebruikt worden.
5 verschillende types beschikbaar: van 0,6 m tot 3.5 m.
Lodewijk Dehaese, Verantwoordelijke tijdelijke daken Altrad Benelux, tel: (+32) 0474.53.17.62, mail: [email protected] of [email protected]
20
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Altrad Benelux is de ideale partner voor uw project. Door onze jarenlange expertise hebben wij de knowhow om elk project tot een goed einde te brengen. Van ontwerp tot calculatie: wij bieden alle mogelijke diensten aan!
VERHUURProjecten van A tot Z
Altrad Benelux
VOORDELEN• Ruime voorraad.• Compatibel met
onze steigerverhuurdienst.• Kostenbesparend.• Kwalitatief hoogstaande materialen. • Voorzien van de nodige certificaten. • Technische ondersteuning van A tot Z.
TIJDELIJKE DAKEN EN OVERBRUGGINGEN
UW VEILIGHEID IS ONZE PRIORITEIT!MEER INFO OF EEN
OFFERTE OP MAAT?
www.tijdelijkedaken.be
Lodewijk Dehaese,
Verantwoordelijke tijdelijke daken
Altrad Benelux, tel: (+32) 0474.53.17.62,
mail: [email protected]
22
TECHNISCHE SERVICEAltrad Benelux biedt zijn klanten een volledige
ontwerp- en controleservice aan voor steigerprojecten en tijdelijke
dakprojecten. Deze service wordt eventueel aangevuld met werfbezoeken.
• 2D ontwerptekeningen en -controle.• 3D tekeningen.• 2D en 3D structurele frame-analyses
mét berekeningsrapporten.• Trainingsvideo's en animaties. • Risico's analyseren.• Plaatsbezoeken.
Altrad Benelux maakt gebruik van de modernste technische software:
Autodesk Product Design & Manufacturing CollectionIncludes: AutoCad, AutoCad Mechanical, Inventor, 3ds Max
Graitec visual analysis software, full frame 3D.
Adobe Creative Cloud Photoshop, InDesign,
After Effects, Premiere Pro
De mogelijkheden van onze YouTube tutorials:
Sketchup Pro
Surf naar
ALTRAD BENELUX STEIGERS
Ontdek de verschillende
plaatsings- mogelijkheden en
montages in onze tutorials
op YouTube.
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TECHNISCHE SERVICEOok andere gepatenteerde systemen en ontwerpen voor tijdelijke projecten kunnen in de berekening worden opgenomen. Dankzij onze jarenlange expertise en technische knowhow kunnen wij u steeds de beste service en advies op maat garanderen.
Innovatieve conceptontwikkeling op maat
• Volledige ondersteuning voor systeemsteigers, tralieliggers en Ranger trappen.
• Technische handleidingen met onderdelenlijst.
• Productietekeningen.• 3D tekeningen.• 2D en 3D structurele frame-analyse
mét berekeningsrapporten.• Prototypes / lancering.
• Training op maat, bij de klant of op locatie.
• Volledige service.• Werfopleidingen.• Software training.• Instructievideo's.
R RR R
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R R
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R R
R RR R
R R
R RR R
R R
R RR R
R R
R RR R
R R
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! Important note or detail
Physical anchorSupplementary fitting
14.0 SECURITYIt is the contractors sole responsibility to ensure allentrances to and from the completed scaffold are secureagainst un-authorised access whilst the scaffold is bothin-service and out of service.
8.0 MATERIALSAll scaffolding materials forming this structure are tocomply with the recommendations of BS EN12811-1 and orNASC:TG20 (current editions).
13.0 PERMITS AND PERMISSIONSThe contractor must obtain all permits and permissions priorto erection.
9.0 DIMENSIONSWritten dimensions shall take precedence over scaleddimensions. The contractor must verify all site dimensionsand notify DESSA Limited of any discrepancies prior toerection.
10.0 MODIFICATIONNo alteration is to be made to the structure detailed on anyworking drawing without prior written permission fromDESSA Limited.
5.0 FOUNDATIONSThe contractor must prepare all foundations prior to erectionand verify sufficient capacity to support the imposed loadsindicated on this drawing and/or detailed in Keyfacts. Wherethis foundation is another structure it is essential that thisstructures owner or owners delegated representativeprovides written verification of the structures ability tosupport the additional imposed loads. Unless specifiedotherwise sole boards and base plates in accordance withNASC TG20 / BSEN12811-1 to be used at every standardlocation.
3.0 INTERFACE LOADSThe contractor is to ensure that the existing structure, itsfabric and/or the ground will safely support the extraimposed loads imparted from the structure detailed on thisdrawing or supply new.Refer to Keyfacts for calculated principal interface loads.
2.0 BASIS OF DESIGNDesigns are been prepared from information supplied to usby, or on behalf of the contractor who should check that hisrequirements have been correctly interpreted and that allloadings, dimensions, lift heights, bay sizes, erection/strikingsequences etc. are as required and practicable.
4.0 LOADINGS ALLOWEDThe contractor must ensure that all loadings allowed for aresufficient and that all loaded areas specified are adequate.Refer to Keyfacts for loadings allowed.
7.0 SHORING WORKSWe cannot and will not pass comment on the structure beingshored, as this involves matters beyond our control andknowledge. It is the contractors responsibility to ensure thatthe existing structure will safely span between our supports,and can be safely shored in the way indicated.
6.0 ANCHORAGEUnless specifically stated to the contrary on the workingdrawing all scaffold anchorage to be installed and tested instrict compliance with manufacturers recommendations andNASC TG04. It is the contractors responsibility to ensure thateach anchor as detailed and installed remains throughout theperiod of the contract and is not interfered with in any waywithout the written consent of DESSA Limited. Refer toKeyfacts - Interface loads for calculated anchor loads.
15.0 ERECTION/DISMANTLE/PARTIAL COMPLETIONIt is not possible to use the scaffold during erection ordismantle operations or partial completion. Unlessspecifically stated otherwise, this drawing relates to thecompleted scaffold structure only. It is the contractorsresponsibility to ensure and maintain stability and structuralintegrity during erection, dismantle and partial completionphases.
16.0 CLADDINGAll cladding whether net or sheet must be installed in strictcompliance with manufacturers recommendations andNASC:TG20. Cladding should be installed so as to stay inposition at the wind loads detailed in Keyfacts. Cladding mustnot be installed during erection, dismantle and partialcompletion phases.
11.0 CONSTRUCTION NOTESUnless noted otherwise all general construction to be inaccordance with BS EN12811-1 and or NASC:TG20 (currenteditions). Unless noted otherwise all lifts and bracing shall beconstructed using EN74 load bearing couplers.
12.0 LADDER BEAMS AND LATTICE BEAMSUnless noted otherwise on this drawing or manufacturersrecommendations all ladder beams and/or lattice beamsare to be braced using load bearing couplers as follows:-Steel beams:Top chord lacing 1.2m c/cBottom chord lacing 2.4m c/cTop chord plan bracing 1 bay in each 6 Section bracing2.4m c/c 1 bay in each 6Alloy beams:Top chord lacing 1.0m c/cBottom chord lacing 2.0m c/cTop chord plan bracing 1 bay in each 5 Section bracing2.0m c/c 1 bay in each 5
1.0 DRAWING STATUSConceptual DesignIdeas and schemes presented as potential solutions to theclient's brief. Conceptual designs are not techically robust, nocalculations and no assessment of the scheme in context ofit's surroundings having been undertaken. The drawing shouldnot be used for construction.Preliminary DesignIntended to show a realisable scheme in line with the client'sbrief. Global checks may have been conducted in order toachieve this, but the overall scheme is not technicallycomplete. The drawing should not be used for construction.Working DrawingProvided in line with detailed calculations to relevantstandards and in compliance to the client's brief. Inconjunction with other notes, clauses and statutoryrequirements, the latest revision of this drawing can be usedfor construction.Working drawing status only valid if drawing markedapproved.As BuiltScheme as constructed on site. As built drawings are forinformation only and do not infer or construe compliance torecognised standards or project calculations.
- 18/01/2019 ORIGINAL ISSUE DL
Checked
Scales
Drawn
Date
Customer
Original Size
A2(594x420)
Approved
Owner
Drawing Number
Drawing Title
Project
Drawing Details
Rev
Revision Record
DateRev Description
Drawing Status
© T
his
draw
ing
is c
onfid
entia
l and
the
excl
usiv
e pr
oper
ty o
fD
ESSA
Lim
ited.
No
unau
thor
ised
use
, cop
y or
dis
clos
ure
isto
be
mad
e, a
nd is
to b
e re
turn
ed u
pon
requ
est.
0 50 100
App
Important Notes
Key Facts
Legend
Conceptual designDrawing issued for information only not to be used for construction
P18181D01.DWG
DESSASCAFFOLD
TECHNICALSERVICES
PRODUCTS
altr
ad-d
essa
.com
P18181D01
VICTOR BUYCK SHELTER
OUTER SHELER
-
18/01/2019
BC DL DL
AS SHOWN
VICTOR BUYCK DUAL SHETLER
7021
10982
6148
4000
200
020
00
36deg RIDGE BEAM
38628
110
21
8no. BRACED BAY 7no. UNBRACED BAY15 BAYS AT 2.57M
PRE-ATTACHED 1MSHEET FLAP TO PREVENT
WATER PENETRATION.ADD BALLAST TO
PREVENT FLAP UPLIFT
EAVES CONTINUOUS TUBE CONNECTOR
A
PLAN VIEW (1:100)1-
1-
1-1 (1:50)
A (1:8)
450mm BEAM ATTACHED VIATUBE TO BAND AND PLATE.
ATTACH VERTICAL BEAMS TOSECURE TO GROUND.
BAND AND PLATE TOPHYSICALLY SECURE
ROOF TO GROUND VIA450mm BEAM
ADJUSTABLE BASEJACK
8963
4520
FINAL ASSEMBLY(BOTH ROOFS)(1:100)
Plan voor uitvoering las- en schilderwerken aan brug.
Ver
antw
oord
elijk
e ui
tgev
er: W
esse
l Fra
nsen
24
ALTRAD BENELUX NVIndustrieweg 11 - 3190 Boortmeerbeek
T: +32 (0) 16/31.01.40 - F: +32 (0) 16/31.01.50 - [email protected]
Lodewijk Dehaese, Verantwoordelijke tijdelijke daken Altrad Benelux, tel: (+32) 0474.53.17.62, mail: [email protected] of [email protected]
Beeld: Dimitri Janssens