Doka H20 Beam 3x5j43
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999791002 - 11/2014 en-GB
The Formwork Experts.
Timber formwork beams Information Instructions for assembly and use (Method statement)
Information Timber formwork beams
Contents 3 3 6 8
2
Introduction Elementary safety warnings Doka services Eurocodes at Doka
9 9 10 13 16
Product description Instructions for assembly and use Technical condition Transporting, stacking and storing
18
Component overview
999791002 - 11/2014
Information Timber formwork beams
Introduction
Elementary safety warnings Introduction
target groups
Remarks on this booklet
▪ This booklet is aimed at all persons who will be work-
▪ This booklet can also be used as a generic method
▪ ▪
▪
▪
ing with the Doka product or system that it describes. It contains information on the standard design for setting up this system, and on correct, compliant utilisation of the system. All persons working with the product described herein must be familiar with the contents of this booklet and with all the safety instructions it contains. Persons who are incapable of reading and understanding this booklet, or who can do so only with difficulty, must be instructed and trained by the customer. The customer is to ensure that the information materials provided by Doka (e.g. Information booklets, Instructions for Assembly and Use, Operating Instruction manuals, plans etc.) are available to all s, and that they have been made aware of them and have easy access to them at the usage location. In the relevant technical documentation and formwork utilisation plans, Doka shows the workplace safety precautions that are necessary in order to use the Doka products safely in the usage situations shown. In all cases, s are obliged to ensure compliance with national laws, Standards and rules throughout the entire project and to take appropriate additional or alternative workplace safety precautions where necessary.
▪
▪
statement or incorporated with a site-specific method statement. Many of the illustrations in this booklet show the situation during formwork assembly and are therefore not always complete from the safety point of view. Any safety accessories not shown in these illustrations must still be used by the customer, in accordance with the applicable rules and regulations. Further safety instructions, especially warnings, will be found in the individual sections of this booklet!
Planning ▪ Provide safe workplaces for those using the form-
▪
work (e.g. for when it is being erected/dismantled, modified or repositioned etc). It must be possible to get to and from these workplaces via safe access routes! If you are considering any deviation from the details and instructions given in this booklet, or any application which goes beyond those described in the booklet, then revised static calculations must be produced for checking, as well as supplementary assembly instructions.
Hazard assessment
Regulations; industrial safety
▪ The customer is responsible for drawing up, docu-
▪ All laws, Standards, industrial safety regulations and
menting, implementing and continually updating a hazard assessment at every job-site. This booklet serves as the basis for the site-specific hazard assessment, and for the instructions given to s on how to prepare and utilise the system. It does not substitute for these, however.
999791002 - 11/2014
▪
other safety rules applying to the utilisation of our products in the country and/or region in which you are operating must be observed at all times. If a person or object falls against, or into, the sideguard component and/or any of its accessories, the component affected may only continue in use after it has been inspected and ed by an expert.
3
Introduction
Rules applying during all phases of the assignment
Information Timber formwork beams
Assembly ▪ The equipment/system must be inspected by the
▪ The customer must ensure that this product is
▪
▪ ▪
▪
▪
▪
▪
4
erected and dismantled, reset and generally used for its intended purpose in accordance with the applicable laws, Standards and rules, under the direction and supervision of suitably skilled persons. These persons' mental and physical capacity must not in any way be impaired by alcohol, medicines or drugs. Doka products are technical working appliances which are intended for industrial/commercial use only, always in accordance with the respective Doka Information booklets or other technical documentation authored by Doka. The stability of all components and units must be ensured during all phases of the construction work! The functional/technical instructions, safety warnings and loading data must all be strictly observed and complied with. Failure to do so can cause accidents and severe (even life-threatening) damage to health, as well as very great material damage. Fire-sources are not permitted anywhere near the formwork. Heating appliances are only allowed if properly and expertly used, and set up a safe distance away from the formwork. The work must take of the weather conditions (e.g. risk of slippage). In extreme weather, steps must be taken in good time to safeguard the equipment, and the immediate vicinity of the equipment, and to protect employees. All connections must be checked regularly to ensure that they still fit properly and are functioning correctly. It is very important to check all screw-type connections and wedge-clamped s whenever the construction operations require (particularly after exceptional events such as storms), and to tighten them if necessary. It is strictly forbidden to weld Doka products – in particular anchoring/tying components, suspension components, connector components and castings etc. – or otherwise subject them to heating. Welding causes serious change in the microstructure of the materials from which these components are made. This leads to a dramatic drop in the failure load, representing a very great risk to safety. The only articles which are allowed to be welded are those for which the Doka literature expressly points out that welding is permitted.
▪
▪
▪
customer before use, to ensure that it is in suitable condition. Steps must be taken to rule out the use of any components that are damaged, deformed, or weakened due to wear, corrosion or rot. Combining our formwork systems with those of other manufacturers could be dangerous, risking damage to both health and property. If you intend to combine different systems, please Doka for advice first. The equipment/system must be assembled and erected in accordance with the applicable laws, Standards and rules by suitably skilled personnel of the customer's, having regard to any and all required safety inspections. It is not permitted to modify Doka products; any such modifications constitute a safety risk.
Closing the formwork ▪ Doka products and systems must be set up so that all loads acting upon them are safely transferred!
Pouring ▪ Do not exceed the permitted fresh-concrete pres-
sures. Over-high pouring rates overload the formwork, cause greater deflection and risk breakage.
Stripping out the formwork ▪ Do not strip out the formwork until the concrete has
▪
▪
reached sufficient strength and the person in charge has given the order for the formwork to be stripped out! When stripping out the formwork, never use the crane to break concrete cohesion. Use suitable tools such as timber wedges, special pry-bars or system features such as Framax stripping corners. When stripping out the formwork, do not endanger the stability of any part of the structure, or of any scaffolding, platforms or formwork that is still in place!
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Information Timber formwork beams
Transporting, stacking and storing ▪ Observe all regulations applying to the handling of
▪ ▪
formwork and scaffolding. In addition, the Doka slinging means must be used - this is a mandatory requirement. Remove any loose parts or fix them in place so that they cannot be dislodged or fall free! All components must be stored safely, following all the special Doka instructions given in the relevant sections of this booklet!
Maintenance
Introduction
Symbols used The following symbols are used in this booklet:
☞
Important note Failure to observe this may lead to malfunction or damage.
CAUTION / WARNING / DANGER Failure to observe this may lead to material damage, and to injury to health which may range up to the severe or even life-threatening.
▪ Only original Doka components may be used as
spare parts. Repairs may only be carried out by the manufacturer or authorised facilities.
Miscellaneous We reserve the right to make alterations in the interests of technical progress.
Instruction This symbol indicates that actions need to be taken by the .
Sight-check Indicates that you need to do a sight-check to make sure that necessary actions have been carried out.
Tip Points out useful practical tips.
Reference Refers to other documents and materials.
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5
Introduction
Information Timber formwork beams
Doka services in every stage of the project Doka offers a broad spectrum of services, all with a single aim: to help you succeed on the site. Every project is unique. Nevertheless, there is one thing that all construction projects have in common – and that is a basic structure with five stages. We at Doka know our clients' varying requirements. With our consulting, planning and other services, we help you achieve effective implementation of your formwork assignment using our formwork products – in every one of these stages.
1 Project Development Stage
2 Bidding Stage
3 Project Management Planning Stage
Taking well-founded decisions thanks to professional advice and consulting
Optimising the preliminary work with Doka as an experienced partner
Controlled, regular forming operations, for greater efficiency resulting from realistically calculated formwork concepts
Find precisely the right formwork solutions, with the aid of ▪ help with the bid invitation ▪ in-depth analysis of the initial situation ▪ objective evaluation of the planning, execution, and time-risks
Draw up potentially winning bids, by ▪ basing them on realistically calculated guideline prices ▪ making the right formwork choices ▪ having an optimum time-calculation basis
Plan cost-effectively right from the outset, thanks to ▪ detailed offers ▪ determination of the commissioning quantities ▪ co-ordination of lead-times and handover deadlines
6
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Information Timber formwork beams
4 Concrete Construction Stage
Introduction
5 Project Close-out Stage
The advantages for you thanks to professional advice and consulting
▪ Cost savings and time gains
When we advise and you right from the word "go", we can make sure that the right formwork systems are chosen and then used as planned. This lets you achieve optimum utilisation of the formwork equipment, and effective forming operations because your workflows will be correct.
▪ Maximised workplace safety
The advice and we can give you in how to use the equipment correctly, and as planned, leads to greater safety on the job.
▪ Transparency Optimum resource utilisation with assistance from the Doka Formwork Experts
Seeing things through to a positive conclusion with professional
Workflow optimisation, thanks to ▪ thorough utilisation planning ▪ internationally experienced project technicians ▪ appropriate transport logistics ▪ on-site
Doka Services are a byword for transparency and efficiency here, offering ▪ tly handled return of rented formwork ▪ professional dismantling ▪ efficient cleaning and reconditioning using special equipment
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Because our services and costs are completely transparent, there is no need for improvisation during the project – and no unpleasant surprises at the end of it.
▪ Reduced close-out costs
Our professional advice on the selection, quality and correct use of the equipment helps you avoid damage, and minimise wear-andtear.
7
Introduction
Information Timber formwork beams
Eurocodes at Doka In Europe, a uniform series of Standards known as Eurocodes (EC) was developed for the construction field by the end of 2007. These are intended to provide a uniform basis, valid throughout Europe, for product specifications, tenders and mathematical verification. The EC are the world's most highly developed Standards in the construction field. In the Doka Group, the EC are to be used as standard from the end of 2008. They will thus supersede the DIN norms as the "Doka standard" for product design.
Ed Ed
Fd
Fk
F
Design value of effect of actions (E ... effect; d ... design) Internal forces from action Fd (VEd, NEd, MEd) Design value of an action Fd = F · Fk (F ... force) Characteristic value of an action "actual load", service load (k ... characteristic) e.g. dead weight, live load, concrete pressure, wind Partial factor for actions (in of load; F ... force) e.g. for dead weight, live load, concrete pressure, wind Values from EN 12812
Comparison of the safety concepts (example) Permissible stress design 115.5 [kN]
Fyield
EC/DIN concept Rk
115.5 [kN]
Rd gM = 1.1
90<105 [kN] n ~ 1.65
Factual
A
98013-100
60 [kN]
gF = 1.5
Fpermissible
Factual Fpermissible
98013-102
60<70 [kN]
A
Ed
90 [kN]
The widely used "Permissible stress design" (comparing the actual stresses with the permissible stresses) has been superseded by a new safety concept in the EC. The EC contrast the actions (loads) with the resistance (capacity). The previous safety factor in the permissible stresses is now divided into several partial factors. The safety level remains the same!
Rd Rd
Design value of the resistance (R ... resistance; d ... design) Design capacity of cross-section (VRd, NRd, MRd) Rk Rk Timber: Rd = kmod · Steel: Rd = M M
Rk
Characteristic value of the resistance e.g. moment resistance to yield stress
M
Partial factor for a material property (in of material; M...material) e.g. for steel or timber Values from EN 12812
kmod
Modification factor (only for timber – to take of the moisture and the duration of load action) e.g. for Doka beam H20 Values as given in EN 1995-1-1 and EN 13377 The "permissible values" communicated in Doka documents (e.g.: Qpermissible = 70 kN) do not correspond to the design values (e.g.: VRd = 105 kN)! ➤ Avoid any confusion between the two! ➤ Our documents will continue to state the permissible values. Allowance has been made for the following partial factors: F = 1.5 M, timber = 1.3 M, steel = 1.1 kmod = 0.9 In this way, all the design values needed in an EC design calculation can be ascertained from the permissible values.
E d Rd
A Utilisation factor
8
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Information Timber formwork beams
Product description Doka formwork beams
Types of beam
D
B
8.0
20.0 8.0
4.0
20.0
H20 P
4.0
16.0 6.5
Approval Number Z-9.1-391 Z-9.1-21 Z-9.1-391 or EN 13377 Doka beams with no EN mark (i.e. those produced on or before 3rd Nov. 2008) are covered by the above-mentioned DIB ( German Institute of Building Technology) Approval. Doka beams with an EN mark (i.e. those produced from 4th Nov. 2008 onward) are covered by EN 13377. Z-9.1-222
Overall height tolerance ±1.0 mm, assuming 12% timber moisture content. H36
36.0
H30
8.0
Z-9.1-317
9.7
Approval Number Z-9.1-21
5.4
5.4
9736-252-01
H24 N
4.0
A C
H20 N
3.5
16.0 6.5
24.0
Code letter P Web made of special flat-pressed sheet N Web made of three-ply Innovative polyurethane end reinforcement for highly top effective protection of the formwork beam Tried-and-tested end reinforcement in the form of eco bevelled ends with plastic rivet in the beam flange
H16 P
30.5
Meanings of the code letters used in the article designation
H16 N
3.5
Doka formwork beams are solid-webbed beams made of wood or wood-based material to EN 13377 and in accordance with the approvals issued by the German Institute for Construction Engineering, Berlin (Z-9.1***), exclusively for use in wall and floor formwork. Other features include: ▪ Beam-flange markings in a 50 cm grid for the Dokaflex and Dokaflex 30 tec systems ▪ Option of adding "customer name" to wording (indicated by the suffix "BS" in the article designation.). ▪ Wood for flanges is graded by automatic grading machines for maximised dependability
9.7
Z-9.1-21
Overall height tolerance ±1.0 mm, assuming 12% timber moisture content.
F
E
A B C D E
Web (yellow) Flange (yellow) Beam-flange markings for the Dokaflex system System holes End reinforcement (blue plastic cap for Doka beam H20 top, rivet for Doka beam H20 eco) F Notch for chalking line
The innovative end reinforcement of the Doka beam H20 top significantly reduces damage to the beam ends.
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9
Information Timber formwork beams
Instructions for assembly and use Doka beams and Doka formwork beams can be used only as formwork beams for floor and wall formwork and only when subjected to the loads occurring in situations of direct for floor or wall formwork in structural concreting, but not for higher individual loads (e.g. safety beams). Practical example
9768-200-01
In order to maximise durability, it is important to handle the components with due care; this applies particularly when stripping out floor-slab formwork. You will also find information on correct usage in the in information for the individual products, for example: ▪ Large-area formwork Top 50 ▪ Dokaflex ▪ Doka Xtra To prevent any staining of the concrete from direct with new formwork beams, we recommend covering the formwork beams with a non-woven fabric. Permissible values from EN 13377, Schedule E perm. Q [kN] perm. M [kNm] E · J [kNm2] perm. span [m]
H20 N and P 11.0 5.0 450 4.00
H16 P H16 N H24 H30* H36* 8.5 2.7 250 3.20
7.5 12.5 15.0 17.0 2.7 6.5 13.5 17.0 250 700 1250 1850 3.20 4.80 6.00 6.00
These values allow for a γF = 1.5, a kmod of 0.9 and a γM = 1.3. Based on a residual moisture content of 20 % or less. The values must be adjusted accordingly if conditions of use differ. *According to approval issued by the Institute for Construction Engineering, Berlin
10
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Information Timber formwork beams
Deflection diagrams
Doka formwork beams H24
Doka formwork beams H20 N and P
16
2.5 3 2
9732-111
3.5
14 12
4
L
1.5
4.5 5
Q
8
M
10
L/500 1
7.5
6
10
40
0
0.5 kN/m
2 40
30
0
15
20
1.0
2.0
3.0
4.0
5.0
centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load)
0
20
30
16
L
2
2.5 3
4.5
0.5
20
15
1.0
1.5
2.0
centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load)
6.0
2.5
3.0
3.5
1 L/500
L
10 8 15
0.5 kN/m
6
0
40
0
30
20
10 Q
1.0
2.0
3.0
4.0
5.0
6.0
7.0
centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load)
Doka formwork beams H36
16
7.5 5
9732-113
4.5 3.5 2.5 4 3 2
p [kN/m]
14
1.5 L/500
L
10 1 10
8 M
Deflection [mm]
12
6 0.5 kN/m
Q
0
p [kN/m]
2
0.5 kN/m
10 40 30
5.0
7.5 4.5 3.5 2.5 1.5 5 4 3 2
9732-112
4
L/500 1
7.5
2
1.5
4 5
4
M
3.5
6
4.0
M
p [kN/m]
Q
Deflection [mm]
Deflection [mm]
9732-110
8
3.0
Doka formwork beams H30
10
0
2.0
12
12
15
1.0
14
14
0.5 kN/m
centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load)
Doka formwork beams H16 N and P 16
Q
8
2 10
4
1 L/500
4
6
0
10 M
12
3.5
4.5 5
5
p [kN/m]
L
7.
2
14
Deflection [mm]
4
2.5 3
9732-105
Deflection [mm]
16
1.5
p [kN/m]
4 15
2 0
40 30
0
1.0
20
2.0
3.0
4.0
5.0
6.0
7.0
centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load)
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11
Information Timber formwork beams
Possible incorrect usages WARNING ➤ Use Doka formwork beams only in the "upright" position. The only exceptions to this rule are use cases explicitly permitted in Doka documents. (e. g. in formwork for casting drop beams with the Beam forming 20, etc.)
WARNING ➤ The uses illustrated below are prohibited, as are other, similar uses! Do not use as scaffold flooring.
9791-206-01
9791-205-01
9791-200-01
Correct "upright" positioning Incorrect positioning "turned on (load direction is parallel to web side" (load direction at right plane). angles to web plane). Wall formwork
Do not use as traffic-route flooring.
9791-220-01
9791-219-01
ed length a of the beam ≥ 15 cm permitted.
9791-201-01
Floor formwork
ed length a of the beam < 15 cm not permitted.
No butt s permitted (e.g. on screw-jack U-heads).
a
a
9791-223-03
9791-223-01
12
9791-223-04
9791-223-02
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Information Timber formwork beams
Technical condition The following quality criteria define the extent of damage permissible in of load-bearing strength. Use is prohibited if damage is beyond these limits.
Splintering at side ▪ permissible up to depth a = 10 mm and length b = 500 mm on one side.
Flange b
Angled cracks (across the grain)
a
▪ Not permissible. 9791-210-02
9791-208-01
Straight cracks (parallel to the flange) ▪ parallel to flange, permissible up to width a = 2 mm. ▪ If the flange can be parted at the crack the beam is not in usable condition.
9791-211-02
Angled splintering across the edge ▪ permissible up to a = 30 mm across the diagonal and up length b = 500 mm.
a
a
9791-213-01 9791-214-01
b
9791-207-01
9791-214-01
9791-207-02
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Information Timber formwork beams
Saw cuts
Drilled holes
▪ Superficial saw cuts up to depth a = 2 mm are per-
▪ Not permissible, with the exception of system holes:
missible.
9791-207-09
a
- Waling attachment with beam screw b
a
b 9791-209-02
9791-207-07
a ... 15 mm b ... 112 mm Drilled-hole diameter max. 10 mm
- Attachment of table head with beam screw a
c
9791-207-08 9791-209-01
Flange end ▪ Splintering a up to length = 60 mm is permissible.
a ... 15 mm c ... 396 mm Drilled-hole diameter max. 10 mm
- Attachment of profiled timber formers d
9791-221-01
d ... 113 mm Drilled-hole diameter max. 12 mm
- System holes in the plastic cap of the Doka beam top a
9791-222-01
Drilled-hole diameter max. 10 mm
9791-212-02
▪ Damage to the plastic cap has no effect on loadbearing strength, but beams damaged evincing damage of this kind do not necessarily meet the quality criteria for Doka rental formwork
14
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Information Timber formwork beams
Web
Drilled holes in web
Damage to web ▪ permissible only if slight and at one side of the beam.
9791-216-01
Permissible drilled holes: ▪ Standard holes - Each standard beam has 2 drilled holes, dia. 21.5 mm ▪ Additional system holes for: - Flange claw - Fastening plate - Connection splice plate - Table head 30 - Lifting bracket - Portal head One drilled hole of maximum diameter 20 mm per running metre in addition to the system holes is permissible. If the incidence of drilled holes is frequent the overall condition of the beam is definitive.
9791-207-04
Damage to web end ▪ permissible up to max. a = 20 mm
9791-215-01
a
9791-207-06
9791-217-01
Detachment of flange from web ▪ not permissible.
9791-207-03
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Information Timber formwork beams
Transporting, stacking and storing
☞
Protect stacked beams from extreme climatic influences such as exposure to sunshine or moisture by covering them (with breathable tarpaulins). This reduces cracking. Only cover them – never envelope them completely.
➤ Always sort beams for stacking, in other words do not stack beams N and P together in a mixed stack. P
N
N
N
Transport
N
P
P
P
▪ Always use strap slings to lift stacked beams - do not use chains.
N
P
N N
N
9791-204-01
➤ Always use edge protectors when strapping beams together. Edge protectors can be padding made of plastic, wood or cardboard.
☞
9791-218-01
9791-218-02
When moving beams not securely strapped together, take care that loose beams cannot slip.
Stacked beams ▪ max. 2800 kg per stack
Ground conditions for stacking ▪ Maximum angle of inclination of ground 3%. ▪ The ground on which the stack is to be placed must
b
▪
9791-202-01
▪
a
be adequately firm and level. Best-case conditions are concreted or paved storage areas. Storage on asphalt: Depending on the parts stored, place wooden battens, strips of formwork sheeting or metal sheet between the parts and the asphalt surface to ensure that the weight is adequately spread. Storage on other surfaces (sand, gravel...): Adopt suitable measures for storage (e.g. place thick plywood sheets underneath the loads).
Beam lengths 5.90m 6.50m to < 5.90m up to 12.00m < 6.50m Max. number of beams per stack Minimum number of wooden battens (min. 8 x 8 x 100 cm) Size a Size b for Doka beam H20 P Size b for Doka beam H20 N Max. number of stacks on top of one another
16
100
60
40
2
2
3
108 cm 105 cm 113 cm
108 cm 64 cm 69 cm
108 cm 44 cm 47 cm
2
3
4
9791-224-01
9791-224-03
9791-224-02
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Information Timber formwork beams
Reprocessing scrap material Doka formwork beams contain no wood preservatives and, consequently, they can be deposited for reprocessing. Reprocessing by incineration in suitable incineration plants is recommended. It is advisable not to attempt to burn scrap material in open fires or domestic woodburners. Always comply with the applicable local or national regulations.
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17
Component overview
Information Timber formwork beams [kg]
Article n°
9.5 12.8 13.8 15.0 17.0 18.5 20.0 23.0 25.0 30.0 5.2 5.2
189011000 189012000 189013000 189014000 189015000 189016000 189017000 189018000 189019000 189020000 189010000 189021000
[kg]
Article n°
Component Article [kg] n° overview
Doka beam H20 top N 1.80m Doka beam H20 top N 2.45m Doka beam H20 top N 2.65m Doka beam H20 top N 2.90m Doka beam H20 top N 3.30m Doka beam H20 top N 3.60m Doka beam H20 top N 3.90m Doka beam H20 top N 4.50m Doka beam H20 top N 4.90m Doka beam H20 top N 5.90m Doka beam H20 top N .....m Doka beam H20 top N .....m BS Doka-Träger H20 top N
Doka beam H20 eco N 1.25m Doka beam H20 eco N 12.00m
6.3 189282000 60.3 189288000
Doka-Träger H20 eco N
Varnished yellow
Varnished yellow
Doka beam H20 top P 1.80m Doka beam H20 top P 2.45m Doka beam H20 top P 2.65m Doka beam H20 top P 2.90m Doka beam H20 top P 3.30m Doka beam H20 top P 3.60m Doka beam H20 top P 3.90m Doka beam H20 top P 4.50m Doka beam H20 top P 4.90m Doka beam H20 top P 5.90m Doka beam H20 top P .....m Doka beam H20 top P .....m BS Doka-Träger H20 top P
9.9 13.2 14.3 15.6 17.7 19.2 20.8 23.9 26.0 31.2 5.4 5.4
189701000 189702000 189703000 189704000 189705000 189706000 189707000 189708000 189709000 189710000 189700000 189711000
Doka beam H20 eco P 1.80m Doka beam H20 eco P 2.45m Doka beam H20 eco P 2.65m Doka beam H20 eco P 2.90m Doka beam H20 eco P 3.30m Doka beam H20 eco P 3.60m Doka beam H20 eco P 3.90m Doka beam H20 eco P 4.50m Doka beam H20 eco P 4.90m Doka beam H20 eco P 5.90m Doka beam H20 eco P 9.00m Doka beam H20 eco P .....m Doka beam H20 eco P .....m BS
9.4 12.7 13.8 15.1 17.2 18.7 20.3 23.4 25.5 30.7 46.8 5.2 5.2
Doka-Träger H20 eco P
189940000 189936000 189937000 189930000 189941000 189942000 189931000 189943000 189932000 189955000 189956000 189999000 189957000
Varnished yellow
Varnished yellow
Doka beam H20 eco P 1.25m Doka beam H20 eco P 12.00m
6.5 189939000 62.4 189993000
Doka-Träger H20 eco P
Varnished yellow
Doka beam H20 eco N 1.80m Doka beam H20 eco N 2.45m Doka beam H20 eco N 2.65m Doka beam H20 eco N 2.90m Doka beam H20 eco N 3.30m Doka beam H20 eco N 3.60m Doka beam H20 eco N 3.90m Doka beam H20 eco N 4.50m Doka beam H20 eco N 4.90m Doka beam H20 eco N 5.90m Doka beam H20 eco N .....m Doka beam H20 eco N .....m BS Doka-Träger H20 eco N
Varnished yellow
9.0 12.3 13.3 14.5 16.5 18.0 19.5 22.5 24.5 29.5 5.0 5.0
189283000 189271000 189272000 189273000 189284000 189285000 189276000 189286000 189277000 189287000 189299000 189289000
Doka beam H16 N 1.80m Doka beam H16 N 2.45m Doka beam H16 N 2.90m Doka beam H16 N 3.30m Doka beam H16 N 3.90m Doka beam H16 N 4.90m Doka beam H16 N 9.00m Doka beam H16 N .....m
6.3 8.6 10.2 11.6 13.7 17.2 31.5 3.5
Doka-Träger H16 N
Varnished yellow
18
999791002 - 11/2014
189851000 189802000 189803000 189807000 189805000 189813000 189852000 189850000
Information Timber formwork beams
Doka beam H16 P 1.80m Doka beam H16 P 2.45m Doka beam H16 P 2.90m Doka beam H16 P 3.30m Doka beam H16 P 3.90m Doka beam H16 P 4.90m Doka beam H16 P 9.00m Doka beam H16 P .....m Doka-Träger H16 P
Component overview [kg]
Article n°
6.7 9.1 10.7 12.2 14.4 18.1 33.3 4.3
189969000 189961000 189962000 189963000 189966000 189967000 189970000 189960000
[kg]
Article n°
Varnished yellow
Doka formwork beam H24 N 4.90m Doka formwork beam H24 N 7.40m Doka-Schalungsträger H24 N
27.7 189601000 41.8 189602000
Varnished yellow
Doka formwork beam H30 N .....m
8.0 189099000
Doka formwork beam H36 N .....m
9.0 189199000
Timber varnish yellow 5l
5.0 176005000
Doka-Schalungsträger H30 N .....m Varnished yellow Doka-Schalungsträger H36 N .....m Varnished yellow Holzlasur gelb 5l
999791002 - 11/2014
19
Near to you, worldwide Doka is one of the world leaders in developing, manufacturing and distributing formwork technology for use in all fields of the construction sector. With more than 160 sales and logistics facilities in over 70 countries, the Doka Group has a highly efficient distribution network which ensures that equipment and
technical are provided swiftly and professionally. An enterprise forming part of the Umdasch Group, the Doka Group employs a worldwide workforce of more than 6000.
Doka GmbH | Josef Umdasch Platz 1 | 3300 Amstetten | Austria | T +43 7472 605-0 | F +43 7472 66430 | [email protected] | www.doka.com
999791002 - 11/2014
The Formwork Experts.
Timber formwork beams Information Instructions for assembly and use (Method statement)
Information Timber formwork beams
Contents 3 3 6 8
2
Introduction Elementary safety warnings Doka services Eurocodes at Doka
9 9 10 13 16
Product description Instructions for assembly and use Technical condition Transporting, stacking and storing
18
Component overview
999791002 - 11/2014
Information Timber formwork beams
Introduction
Elementary safety warnings Introduction
target groups
Remarks on this booklet
▪ This booklet is aimed at all persons who will be work-
▪ This booklet can also be used as a generic method
▪ ▪
▪
▪
ing with the Doka product or system that it describes. It contains information on the standard design for setting up this system, and on correct, compliant utilisation of the system. All persons working with the product described herein must be familiar with the contents of this booklet and with all the safety instructions it contains. Persons who are incapable of reading and understanding this booklet, or who can do so only with difficulty, must be instructed and trained by the customer. The customer is to ensure that the information materials provided by Doka (e.g. Information booklets, Instructions for Assembly and Use, Operating Instruction manuals, plans etc.) are available to all s, and that they have been made aware of them and have easy access to them at the usage location. In the relevant technical documentation and formwork utilisation plans, Doka shows the workplace safety precautions that are necessary in order to use the Doka products safely in the usage situations shown. In all cases, s are obliged to ensure compliance with national laws, Standards and rules throughout the entire project and to take appropriate additional or alternative workplace safety precautions where necessary.
▪
▪
statement or incorporated with a site-specific method statement. Many of the illustrations in this booklet show the situation during formwork assembly and are therefore not always complete from the safety point of view. Any safety accessories not shown in these illustrations must still be used by the customer, in accordance with the applicable rules and regulations. Further safety instructions, especially warnings, will be found in the individual sections of this booklet!
Planning ▪ Provide safe workplaces for those using the form-
▪
work (e.g. for when it is being erected/dismantled, modified or repositioned etc). It must be possible to get to and from these workplaces via safe access routes! If you are considering any deviation from the details and instructions given in this booklet, or any application which goes beyond those described in the booklet, then revised static calculations must be produced for checking, as well as supplementary assembly instructions.
Hazard assessment
Regulations; industrial safety
▪ The customer is responsible for drawing up, docu-
▪ All laws, Standards, industrial safety regulations and
menting, implementing and continually updating a hazard assessment at every job-site. This booklet serves as the basis for the site-specific hazard assessment, and for the instructions given to s on how to prepare and utilise the system. It does not substitute for these, however.
999791002 - 11/2014
▪
other safety rules applying to the utilisation of our products in the country and/or region in which you are operating must be observed at all times. If a person or object falls against, or into, the sideguard component and/or any of its accessories, the component affected may only continue in use after it has been inspected and ed by an expert.
3
Introduction
Rules applying during all phases of the assignment
Information Timber formwork beams
Assembly ▪ The equipment/system must be inspected by the
▪ The customer must ensure that this product is
▪
▪ ▪
▪
▪
▪
▪
4
erected and dismantled, reset and generally used for its intended purpose in accordance with the applicable laws, Standards and rules, under the direction and supervision of suitably skilled persons. These persons' mental and physical capacity must not in any way be impaired by alcohol, medicines or drugs. Doka products are technical working appliances which are intended for industrial/commercial use only, always in accordance with the respective Doka Information booklets or other technical documentation authored by Doka. The stability of all components and units must be ensured during all phases of the construction work! The functional/technical instructions, safety warnings and loading data must all be strictly observed and complied with. Failure to do so can cause accidents and severe (even life-threatening) damage to health, as well as very great material damage. Fire-sources are not permitted anywhere near the formwork. Heating appliances are only allowed if properly and expertly used, and set up a safe distance away from the formwork. The work must take of the weather conditions (e.g. risk of slippage). In extreme weather, steps must be taken in good time to safeguard the equipment, and the immediate vicinity of the equipment, and to protect employees. All connections must be checked regularly to ensure that they still fit properly and are functioning correctly. It is very important to check all screw-type connections and wedge-clamped s whenever the construction operations require (particularly after exceptional events such as storms), and to tighten them if necessary. It is strictly forbidden to weld Doka products – in particular anchoring/tying components, suspension components, connector components and castings etc. – or otherwise subject them to heating. Welding causes serious change in the microstructure of the materials from which these components are made. This leads to a dramatic drop in the failure load, representing a very great risk to safety. The only articles which are allowed to be welded are those for which the Doka literature expressly points out that welding is permitted.
▪
▪
▪
customer before use, to ensure that it is in suitable condition. Steps must be taken to rule out the use of any components that are damaged, deformed, or weakened due to wear, corrosion or rot. Combining our formwork systems with those of other manufacturers could be dangerous, risking damage to both health and property. If you intend to combine different systems, please Doka for advice first. The equipment/system must be assembled and erected in accordance with the applicable laws, Standards and rules by suitably skilled personnel of the customer's, having regard to any and all required safety inspections. It is not permitted to modify Doka products; any such modifications constitute a safety risk.
Closing the formwork ▪ Doka products and systems must be set up so that all loads acting upon them are safely transferred!
Pouring ▪ Do not exceed the permitted fresh-concrete pres-
sures. Over-high pouring rates overload the formwork, cause greater deflection and risk breakage.
Stripping out the formwork ▪ Do not strip out the formwork until the concrete has
▪
▪
reached sufficient strength and the person in charge has given the order for the formwork to be stripped out! When stripping out the formwork, never use the crane to break concrete cohesion. Use suitable tools such as timber wedges, special pry-bars or system features such as Framax stripping corners. When stripping out the formwork, do not endanger the stability of any part of the structure, or of any scaffolding, platforms or formwork that is still in place!
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Information Timber formwork beams
Transporting, stacking and storing ▪ Observe all regulations applying to the handling of
▪ ▪
formwork and scaffolding. In addition, the Doka slinging means must be used - this is a mandatory requirement. Remove any loose parts or fix them in place so that they cannot be dislodged or fall free! All components must be stored safely, following all the special Doka instructions given in the relevant sections of this booklet!
Maintenance
Introduction
Symbols used The following symbols are used in this booklet:
☞
Important note Failure to observe this may lead to malfunction or damage.
CAUTION / WARNING / DANGER Failure to observe this may lead to material damage, and to injury to health which may range up to the severe or even life-threatening.
▪ Only original Doka components may be used as
spare parts. Repairs may only be carried out by the manufacturer or authorised facilities.
Miscellaneous We reserve the right to make alterations in the interests of technical progress.
Instruction This symbol indicates that actions need to be taken by the .
Sight-check Indicates that you need to do a sight-check to make sure that necessary actions have been carried out.
Tip Points out useful practical tips.
Reference Refers to other documents and materials.
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5
Introduction
Information Timber formwork beams
Doka services in every stage of the project Doka offers a broad spectrum of services, all with a single aim: to help you succeed on the site. Every project is unique. Nevertheless, there is one thing that all construction projects have in common – and that is a basic structure with five stages. We at Doka know our clients' varying requirements. With our consulting, planning and other services, we help you achieve effective implementation of your formwork assignment using our formwork products – in every one of these stages.
1 Project Development Stage
2 Bidding Stage
3 Project Management Planning Stage
Taking well-founded decisions thanks to professional advice and consulting
Optimising the preliminary work with Doka as an experienced partner
Controlled, regular forming operations, for greater efficiency resulting from realistically calculated formwork concepts
Find precisely the right formwork solutions, with the aid of ▪ help with the bid invitation ▪ in-depth analysis of the initial situation ▪ objective evaluation of the planning, execution, and time-risks
Draw up potentially winning bids, by ▪ basing them on realistically calculated guideline prices ▪ making the right formwork choices ▪ having an optimum time-calculation basis
Plan cost-effectively right from the outset, thanks to ▪ detailed offers ▪ determination of the commissioning quantities ▪ co-ordination of lead-times and handover deadlines
6
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Information Timber formwork beams
4 Concrete Construction Stage
Introduction
5 Project Close-out Stage
The advantages for you thanks to professional advice and consulting
▪ Cost savings and time gains
When we advise and you right from the word "go", we can make sure that the right formwork systems are chosen and then used as planned. This lets you achieve optimum utilisation of the formwork equipment, and effective forming operations because your workflows will be correct.
▪ Maximised workplace safety
The advice and we can give you in how to use the equipment correctly, and as planned, leads to greater safety on the job.
▪ Transparency Optimum resource utilisation with assistance from the Doka Formwork Experts
Seeing things through to a positive conclusion with professional
Workflow optimisation, thanks to ▪ thorough utilisation planning ▪ internationally experienced project technicians ▪ appropriate transport logistics ▪ on-site
Doka Services are a byword for transparency and efficiency here, offering ▪ tly handled return of rented formwork ▪ professional dismantling ▪ efficient cleaning and reconditioning using special equipment
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Because our services and costs are completely transparent, there is no need for improvisation during the project – and no unpleasant surprises at the end of it.
▪ Reduced close-out costs
Our professional advice on the selection, quality and correct use of the equipment helps you avoid damage, and minimise wear-andtear.
7
Introduction
Information Timber formwork beams
Eurocodes at Doka In Europe, a uniform series of Standards known as Eurocodes (EC) was developed for the construction field by the end of 2007. These are intended to provide a uniform basis, valid throughout Europe, for product specifications, tenders and mathematical verification. The EC are the world's most highly developed Standards in the construction field. In the Doka Group, the EC are to be used as standard from the end of 2008. They will thus supersede the DIN norms as the "Doka standard" for product design.
Ed Ed
Fd
Fk
F
Design value of effect of actions (E ... effect; d ... design) Internal forces from action Fd (VEd, NEd, MEd) Design value of an action Fd = F · Fk (F ... force) Characteristic value of an action "actual load", service load (k ... characteristic) e.g. dead weight, live load, concrete pressure, wind Partial factor for actions (in of load; F ... force) e.g. for dead weight, live load, concrete pressure, wind Values from EN 12812
Comparison of the safety concepts (example) Permissible stress design 115.5 [kN]
Fyield
EC/DIN concept Rk
115.5 [kN]
Rd gM = 1.1
90<105 [kN] n ~ 1.65
Factual
A
98013-100
60 [kN]
gF = 1.5
Fpermissible
Factual Fpermissible
98013-102
60<70 [kN]
A
Ed
90 [kN]
The widely used "Permissible stress design" (comparing the actual stresses with the permissible stresses) has been superseded by a new safety concept in the EC. The EC contrast the actions (loads) with the resistance (capacity). The previous safety factor in the permissible stresses is now divided into several partial factors. The safety level remains the same!
Rd Rd
Design value of the resistance (R ... resistance; d ... design) Design capacity of cross-section (VRd, NRd, MRd) Rk Rk Timber: Rd = kmod · Steel: Rd = M M
Rk
Characteristic value of the resistance e.g. moment resistance to yield stress
M
Partial factor for a material property (in of material; M...material) e.g. for steel or timber Values from EN 12812
kmod
Modification factor (only for timber – to take of the moisture and the duration of load action) e.g. for Doka beam H20 Values as given in EN 1995-1-1 and EN 13377 The "permissible values" communicated in Doka documents (e.g.: Qpermissible = 70 kN) do not correspond to the design values (e.g.: VRd = 105 kN)! ➤ Avoid any confusion between the two! ➤ Our documents will continue to state the permissible values. Allowance has been made for the following partial factors: F = 1.5 M, timber = 1.3 M, steel = 1.1 kmod = 0.9 In this way, all the design values needed in an EC design calculation can be ascertained from the permissible values.
E d Rd
A Utilisation factor
8
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Information Timber formwork beams
Product description Doka formwork beams
Types of beam
D
B
8.0
20.0 8.0
4.0
20.0
H20 P
4.0
16.0 6.5
Approval Number Z-9.1-391 Z-9.1-21 Z-9.1-391 or EN 13377 Doka beams with no EN mark (i.e. those produced on or before 3rd Nov. 2008) are covered by the above-mentioned DIB ( German Institute of Building Technology) Approval. Doka beams with an EN mark (i.e. those produced from 4th Nov. 2008 onward) are covered by EN 13377. Z-9.1-222
Overall height tolerance ±1.0 mm, assuming 12% timber moisture content. H36
36.0
H30
8.0
Z-9.1-317
9.7
Approval Number Z-9.1-21
5.4
5.4
9736-252-01
H24 N
4.0
A C
H20 N
3.5
16.0 6.5
24.0
Code letter P Web made of special flat-pressed sheet N Web made of three-ply Innovative polyurethane end reinforcement for highly top effective protection of the formwork beam Tried-and-tested end reinforcement in the form of eco bevelled ends with plastic rivet in the beam flange
H16 P
30.5
Meanings of the code letters used in the article designation
H16 N
3.5
Doka formwork beams are solid-webbed beams made of wood or wood-based material to EN 13377 and in accordance with the approvals issued by the German Institute for Construction Engineering, Berlin (Z-9.1***), exclusively for use in wall and floor formwork. Other features include: ▪ Beam-flange markings in a 50 cm grid for the Dokaflex and Dokaflex 30 tec systems ▪ Option of adding "customer name" to wording (indicated by the suffix "BS" in the article designation.). ▪ Wood for flanges is graded by automatic grading machines for maximised dependability
9.7
Z-9.1-21
Overall height tolerance ±1.0 mm, assuming 12% timber moisture content.
F
E
A B C D E
Web (yellow) Flange (yellow) Beam-flange markings for the Dokaflex system System holes End reinforcement (blue plastic cap for Doka beam H20 top, rivet for Doka beam H20 eco) F Notch for chalking line
The innovative end reinforcement of the Doka beam H20 top significantly reduces damage to the beam ends.
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9
Information Timber formwork beams
Instructions for assembly and use Doka beams and Doka formwork beams can be used only as formwork beams for floor and wall formwork and only when subjected to the loads occurring in situations of direct for floor or wall formwork in structural concreting, but not for higher individual loads (e.g. safety beams). Practical example
9768-200-01
In order to maximise durability, it is important to handle the components with due care; this applies particularly when stripping out floor-slab formwork. You will also find information on correct usage in the in information for the individual products, for example: ▪ Large-area formwork Top 50 ▪ Dokaflex ▪ Doka Xtra To prevent any staining of the concrete from direct with new formwork beams, we recommend covering the formwork beams with a non-woven fabric. Permissible values from EN 13377, Schedule E perm. Q [kN] perm. M [kNm] E · J [kNm2] perm. span [m]
H20 N and P 11.0 5.0 450 4.00
H16 P H16 N H24 H30* H36* 8.5 2.7 250 3.20
7.5 12.5 15.0 17.0 2.7 6.5 13.5 17.0 250 700 1250 1850 3.20 4.80 6.00 6.00
These values allow for a γF = 1.5, a kmod of 0.9 and a γM = 1.3. Based on a residual moisture content of 20 % or less. The values must be adjusted accordingly if conditions of use differ. *According to approval issued by the Institute for Construction Engineering, Berlin
10
999791002 - 11/2014
Information Timber formwork beams
Deflection diagrams
Doka formwork beams H24
Doka formwork beams H20 N and P
16
2.5 3 2
9732-111
3.5
14 12
4
L
1.5
4.5 5
Q
8
M
10
L/500 1
7.5
6
10
40
0
0.5 kN/m
2 40
30
0
15
20
1.0
2.0
3.0
4.0
5.0
centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load)
0
20
30
16
L
2
2.5 3
4.5
0.5
20
15
1.0
1.5
2.0
centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load)
6.0
2.5
3.0
3.5
1 L/500
L
10 8 15
0.5 kN/m
6
0
40
0
30
20
10 Q
1.0
2.0
3.0
4.0
5.0
6.0
7.0
centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load)
Doka formwork beams H36
16
7.5 5
9732-113
4.5 3.5 2.5 4 3 2
p [kN/m]
14
1.5 L/500
L
10 1 10
8 M
Deflection [mm]
12
6 0.5 kN/m
Q
0
p [kN/m]
2
0.5 kN/m
10 40 30
5.0
7.5 4.5 3.5 2.5 1.5 5 4 3 2
9732-112
4
L/500 1
7.5
2
1.5
4 5
4
M
3.5
6
4.0
M
p [kN/m]
Q
Deflection [mm]
Deflection [mm]
9732-110
8
3.0
Doka formwork beams H30
10
0
2.0
12
12
15
1.0
14
14
0.5 kN/m
centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load)
Doka formwork beams H16 N and P 16
Q
8
2 10
4
1 L/500
4
6
0
10 M
12
3.5
4.5 5
5
p [kN/m]
L
7.
2
14
Deflection [mm]
4
2.5 3
9732-105
Deflection [mm]
16
1.5
p [kN/m]
4 15
2 0
40 30
0
1.0
20
2.0
3.0
4.0
5.0
6.0
7.0
centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load)
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11
Information Timber formwork beams
Possible incorrect usages WARNING ➤ Use Doka formwork beams only in the "upright" position. The only exceptions to this rule are use cases explicitly permitted in Doka documents. (e. g. in formwork for casting drop beams with the Beam forming 20, etc.)
WARNING ➤ The uses illustrated below are prohibited, as are other, similar uses! Do not use as scaffold flooring.
9791-206-01
9791-205-01
9791-200-01
Correct "upright" positioning Incorrect positioning "turned on (load direction is parallel to web side" (load direction at right plane). angles to web plane). Wall formwork
Do not use as traffic-route flooring.
9791-220-01
9791-219-01
ed length a of the beam ≥ 15 cm permitted.
9791-201-01
Floor formwork
ed length a of the beam < 15 cm not permitted.
No butt s permitted (e.g. on screw-jack U-heads).
a
a
9791-223-03
9791-223-01
12
9791-223-04
9791-223-02
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Information Timber formwork beams
Technical condition The following quality criteria define the extent of damage permissible in of load-bearing strength. Use is prohibited if damage is beyond these limits.
Splintering at side ▪ permissible up to depth a = 10 mm and length b = 500 mm on one side.
Flange b
Angled cracks (across the grain)
a
▪ Not permissible. 9791-210-02
9791-208-01
Straight cracks (parallel to the flange) ▪ parallel to flange, permissible up to width a = 2 mm. ▪ If the flange can be parted at the crack the beam is not in usable condition.
9791-211-02
Angled splintering across the edge ▪ permissible up to a = 30 mm across the diagonal and up length b = 500 mm.
a
a
9791-213-01 9791-214-01
b
9791-207-01
9791-214-01
9791-207-02
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13
Information Timber formwork beams
Saw cuts
Drilled holes
▪ Superficial saw cuts up to depth a = 2 mm are per-
▪ Not permissible, with the exception of system holes:
missible.
9791-207-09
a
- Waling attachment with beam screw b
a
b 9791-209-02
9791-207-07
a ... 15 mm b ... 112 mm Drilled-hole diameter max. 10 mm
- Attachment of table head with beam screw a
c
9791-207-08 9791-209-01
Flange end ▪ Splintering a up to length = 60 mm is permissible.
a ... 15 mm c ... 396 mm Drilled-hole diameter max. 10 mm
- Attachment of profiled timber formers d
9791-221-01
d ... 113 mm Drilled-hole diameter max. 12 mm
- System holes in the plastic cap of the Doka beam top a
9791-222-01
Drilled-hole diameter max. 10 mm
9791-212-02
▪ Damage to the plastic cap has no effect on loadbearing strength, but beams damaged evincing damage of this kind do not necessarily meet the quality criteria for Doka rental formwork
14
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Information Timber formwork beams
Web
Drilled holes in web
Damage to web ▪ permissible only if slight and at one side of the beam.
9791-216-01
Permissible drilled holes: ▪ Standard holes - Each standard beam has 2 drilled holes, dia. 21.5 mm ▪ Additional system holes for: - Flange claw - Fastening plate - Connection splice plate - Table head 30 - Lifting bracket - Portal head One drilled hole of maximum diameter 20 mm per running metre in addition to the system holes is permissible. If the incidence of drilled holes is frequent the overall condition of the beam is definitive.
9791-207-04
Damage to web end ▪ permissible up to max. a = 20 mm
9791-215-01
a
9791-207-06
9791-217-01
Detachment of flange from web ▪ not permissible.
9791-207-03
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15
Information Timber formwork beams
Transporting, stacking and storing
☞
Protect stacked beams from extreme climatic influences such as exposure to sunshine or moisture by covering them (with breathable tarpaulins). This reduces cracking. Only cover them – never envelope them completely.
➤ Always sort beams for stacking, in other words do not stack beams N and P together in a mixed stack. P
N
N
N
Transport
N
P
P
P
▪ Always use strap slings to lift stacked beams - do not use chains.
N
P
N N
N
9791-204-01
➤ Always use edge protectors when strapping beams together. Edge protectors can be padding made of plastic, wood or cardboard.
☞
9791-218-01
9791-218-02
When moving beams not securely strapped together, take care that loose beams cannot slip.
Stacked beams ▪ max. 2800 kg per stack
Ground conditions for stacking ▪ Maximum angle of inclination of ground 3%. ▪ The ground on which the stack is to be placed must
b
▪
9791-202-01
▪
a
be adequately firm and level. Best-case conditions are concreted or paved storage areas. Storage on asphalt: Depending on the parts stored, place wooden battens, strips of formwork sheeting or metal sheet between the parts and the asphalt surface to ensure that the weight is adequately spread. Storage on other surfaces (sand, gravel...): Adopt suitable measures for storage (e.g. place thick plywood sheets underneath the loads).
Beam lengths 5.90m 6.50m to < 5.90m up to 12.00m < 6.50m Max. number of beams per stack Minimum number of wooden battens (min. 8 x 8 x 100 cm) Size a Size b for Doka beam H20 P Size b for Doka beam H20 N Max. number of stacks on top of one another
16
100
60
40
2
2
3
108 cm 105 cm 113 cm
108 cm 64 cm 69 cm
108 cm 44 cm 47 cm
2
3
4
9791-224-01
9791-224-03
9791-224-02
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Information Timber formwork beams
Reprocessing scrap material Doka formwork beams contain no wood preservatives and, consequently, they can be deposited for reprocessing. Reprocessing by incineration in suitable incineration plants is recommended. It is advisable not to attempt to burn scrap material in open fires or domestic woodburners. Always comply with the applicable local or national regulations.
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17
Component overview
Information Timber formwork beams [kg]
Article n°
9.5 12.8 13.8 15.0 17.0 18.5 20.0 23.0 25.0 30.0 5.2 5.2
189011000 189012000 189013000 189014000 189015000 189016000 189017000 189018000 189019000 189020000 189010000 189021000
[kg]
Article n°
Component Article [kg] n° overview
Doka beam H20 top N 1.80m Doka beam H20 top N 2.45m Doka beam H20 top N 2.65m Doka beam H20 top N 2.90m Doka beam H20 top N 3.30m Doka beam H20 top N 3.60m Doka beam H20 top N 3.90m Doka beam H20 top N 4.50m Doka beam H20 top N 4.90m Doka beam H20 top N 5.90m Doka beam H20 top N .....m Doka beam H20 top N .....m BS Doka-Träger H20 top N
Doka beam H20 eco N 1.25m Doka beam H20 eco N 12.00m
6.3 189282000 60.3 189288000
Doka-Träger H20 eco N
Varnished yellow
Varnished yellow
Doka beam H20 top P 1.80m Doka beam H20 top P 2.45m Doka beam H20 top P 2.65m Doka beam H20 top P 2.90m Doka beam H20 top P 3.30m Doka beam H20 top P 3.60m Doka beam H20 top P 3.90m Doka beam H20 top P 4.50m Doka beam H20 top P 4.90m Doka beam H20 top P 5.90m Doka beam H20 top P .....m Doka beam H20 top P .....m BS Doka-Träger H20 top P
9.9 13.2 14.3 15.6 17.7 19.2 20.8 23.9 26.0 31.2 5.4 5.4
189701000 189702000 189703000 189704000 189705000 189706000 189707000 189708000 189709000 189710000 189700000 189711000
Doka beam H20 eco P 1.80m Doka beam H20 eco P 2.45m Doka beam H20 eco P 2.65m Doka beam H20 eco P 2.90m Doka beam H20 eco P 3.30m Doka beam H20 eco P 3.60m Doka beam H20 eco P 3.90m Doka beam H20 eco P 4.50m Doka beam H20 eco P 4.90m Doka beam H20 eco P 5.90m Doka beam H20 eco P 9.00m Doka beam H20 eco P .....m Doka beam H20 eco P .....m BS
9.4 12.7 13.8 15.1 17.2 18.7 20.3 23.4 25.5 30.7 46.8 5.2 5.2
Doka-Träger H20 eco P
189940000 189936000 189937000 189930000 189941000 189942000 189931000 189943000 189932000 189955000 189956000 189999000 189957000
Varnished yellow
Varnished yellow
Doka beam H20 eco P 1.25m Doka beam H20 eco P 12.00m
6.5 189939000 62.4 189993000
Doka-Träger H20 eco P
Varnished yellow
Doka beam H20 eco N 1.80m Doka beam H20 eco N 2.45m Doka beam H20 eco N 2.65m Doka beam H20 eco N 2.90m Doka beam H20 eco N 3.30m Doka beam H20 eco N 3.60m Doka beam H20 eco N 3.90m Doka beam H20 eco N 4.50m Doka beam H20 eco N 4.90m Doka beam H20 eco N 5.90m Doka beam H20 eco N .....m Doka beam H20 eco N .....m BS Doka-Träger H20 eco N
Varnished yellow
9.0 12.3 13.3 14.5 16.5 18.0 19.5 22.5 24.5 29.5 5.0 5.0
189283000 189271000 189272000 189273000 189284000 189285000 189276000 189286000 189277000 189287000 189299000 189289000
Doka beam H16 N 1.80m Doka beam H16 N 2.45m Doka beam H16 N 2.90m Doka beam H16 N 3.30m Doka beam H16 N 3.90m Doka beam H16 N 4.90m Doka beam H16 N 9.00m Doka beam H16 N .....m
6.3 8.6 10.2 11.6 13.7 17.2 31.5 3.5
Doka-Träger H16 N
Varnished yellow
18
999791002 - 11/2014
189851000 189802000 189803000 189807000 189805000 189813000 189852000 189850000
Information Timber formwork beams
Doka beam H16 P 1.80m Doka beam H16 P 2.45m Doka beam H16 P 2.90m Doka beam H16 P 3.30m Doka beam H16 P 3.90m Doka beam H16 P 4.90m Doka beam H16 P 9.00m Doka beam H16 P .....m Doka-Träger H16 P
Component overview [kg]
Article n°
6.7 9.1 10.7 12.2 14.4 18.1 33.3 4.3
189969000 189961000 189962000 189963000 189966000 189967000 189970000 189960000
[kg]
Article n°
Varnished yellow
Doka formwork beam H24 N 4.90m Doka formwork beam H24 N 7.40m Doka-Schalungsträger H24 N
27.7 189601000 41.8 189602000
Varnished yellow
Doka formwork beam H30 N .....m
8.0 189099000
Doka formwork beam H36 N .....m
9.0 189199000
Timber varnish yellow 5l
5.0 176005000
Doka-Schalungsträger H30 N .....m Varnished yellow Doka-Schalungsträger H36 N .....m Varnished yellow Holzlasur gelb 5l
999791002 - 11/2014
19
Near to you, worldwide Doka is one of the world leaders in developing, manufacturing and distributing formwork technology for use in all fields of the construction sector. With more than 160 sales and logistics facilities in over 70 countries, the Doka Group has a highly efficient distribution network which ensures that equipment and
technical are provided swiftly and professionally. An enterprise forming part of the Umdasch Group, the Doka Group employs a worldwide workforce of more than 6000.
Doka GmbH | Josef Umdasch Platz 1 | 3300 Amstetten | Austria | T +43 7472 605-0 | F +43 7472 66430 | [email protected] | www.doka.com
999791002 - 11/2014
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