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PIANO
PIANOPLYWOOD
FORMWORK H20 BEAM
CHINESE BUILDING MATERIAL EXPERT, ONE STOP SERVICE PROVIDER
ABOUT US
PIANOPLYWOOD
Our company's main products include Plywood, Film-faced Plywood, LVL, 3PLY, Blockboard, H20 Beam, Timber Wall panel, etc.
Applications: housing construction, building construction, bridge engineering, cement building formwork, home decoration and furniture, shopping shelves, packaging materials, handicraft supplies, container floors, stage formwork, outdoor construction, etc.
CE
CE
01/ H20 BEAM INSTRUCTIONS
02 PRODUCT INFORMATION AND FEATURES
Transporting, stacking and storing
Observe all country-specific regulations applying to the handling of formwork and scaffolding. For system formwork the slinging means stated in this booklet must be used – this is a mandatory requirement.
If the type of sling is not specified in this document, the customer must use slinging means that are suitable for the application envisaged and that comply with the regulations.
When lifting, always make sure that the unit to be lifted and its individual parts can absorb the forces that occur.
Remove loose parts or secure them so that they cannot slip out of position and drop.
When lifting formwork or formwork accessories with a crane, no persons must be carried along, e.g. on working platforms or in multi-trip packaging.
All components must be stored safely, following all the special instructions given in the relevant sections of this document!
Maintenance
Only original QINGE components may be used as spare parts. Repairs may only be carried out by the manufacturer or authorised facilities.
Miscellaneous
The weights as stated are averages for new material; actual weights can differ, depending on material tolerances. Dirt accretions, moisture saturation, etc. can also affect weight.
We reserve the right to make alterations in the interests of technical progress.
Eurocodes at QINGE
The permissible values stated in QINGE documents ( \mathsf { e . g . F _ { p e m } } = 7 0 kN) are not design values ( \mathsf { e . g . F _ { R d } = } 105 kN)!
■It is essential to avoid confusing permissible values with design values!
QINGE documents will continue to state the permissible values.
Allowance has been made for the following partial factors:
γ _ { \mathsf { F } } = 1 . 5
γ _ { \sf M , t i m b e r } = 1 . 3
\mathsf { Y m } , \mathsf { s t e e l } = 1 . 1
Consequently, all the design values for an EC design calculation can be determined from the permissible values.
k _ { { m o d } } = 0 . 9
Symbols used
The following symbols are used in this document:
DANGER
This is a notifier drawing attention to an extremely dangerous situation in which noncompliance with this notifier will lead to death or severe, irreversible injury.
WARNING
This is a notifier drawing attention to a dangerous situation in which non-compliance with this notifier can lead to death or severe, irreversible injury.
CAUTION
This is a notifier drawing attention to a dangerous situation in which non-compliance with this notifier can lead to slight, reversible injury.
NOTICE
This is a notifier drawing attention to a situation in which non-compliance with this notifier can lead to malfunctions or damage to property.
Instruction
Indicates that actions have to be performed by the user.
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
Cross-references other documents.
PRODUCT CERTIFICATE
Environmentally friendly
Free samples&Prompt delivery
Visualization
Customized size&Thickness
High quality
FORMAT SIZE
High standards
SIZE
MATERIAL
200×80×40×27mm
Flange size: 40 mm×80 mm×3000-5900 mm Web size: 27/90 mm×120 mm× 3000-5900 mm
STANDARD
Flange: sawed pine / spruce , LVL / timberWeb： birch / poplar /larch,plywood
EN13377 |GB/T 28985-2012
DENSITY
4.8-5.0 kg/m³
8%-12%
MOISTURE CONTENT
WWW.PIANOPLYWOOD.COM
RobertWang@pianoplywood.com
PIANOPLYWOOD
E-Ply Piano
LEONKING LK20 and E-Ply Piano H20 formwork beams are solid web girders and subject to supervision level super a according to EN13377 & GB/T 28985-2012.
Monitoring and certification by material research laboratory at SGS-CSTC Standards Technical Services Co.,Ltd. Xiamen Branch and wood products quality & inspection center of state forestry and grasslang Adinstration (Nanjing).
Product range
Lengths:180,195, 250, 265, 275, 290, 300, 330, 360, 390, 450, 490, 590 cm
E-Ply Piano H20protection cap possible up to 9 m – over 9 m only cut straight
LK20: rounding with sealing possible up to 9 m – over 9 m only cut straight
Special lengths possible up to 11.90 m
Characteristic limits
Lateral force Contact resistance Bending moment Rigidity I
Vk = 23.9 kN Rb,k = 47.8 kN Mk = 10.9 kNm E = 450 kNm²
Measurements
Size tolerance: height H=200 +/-2 mm Length tolerance: specified length +/- 10 mm
Weight: approx. 4.8 kg/m
RobertWang@pianoplywood.com
PIANOPLYWOOD
Permissible values:
Shear force
Q = 11 kN
The chords are mechanically tested for stress grading.
A support reaction
A = 22 kN
Bending moment
M = 5 kN
Formwork beam features:
Girder length Manufacturer information: name, logo Custom labeling, client logos possible
Girder typesClassificationMonitoring level MProduct identification numberCountry of origin
Measuring table forms:
To calculate table forms please see the
two tables to the right with the maximum permissible yoke, cross and support beam spacing. The specified influence lines may not be exceeded anywhere.
Measurement table:
Example:
Given: Ceiling thickness (20 cm) + cross-beam spacing (75 cm) Sought: Yoke-beam spacing + support spacing
1 Ceiling thickness: 20 cm
2 Cross-beam spacing: 75 cm
3 Permissible yoke-beam spacing according to table 1 = 2.56 m
4 Select same or next smaller yoke-beam spacing in table 2 = 2.5 m
5 Choose value 2.50 in table 2, choose the value for ceiling thickness (20 cm) and read the permissible support spacing value: 1.2 m
6 Attention: The corresponding bearing capacity of the supports must be verified!
Regulations for installation:
The fitting of the formwork beams must be performed by professional and trained personnel in accordance with our application guidelines and safety instructions.
The permissible open span of the LK20 and the E-Ply Piano H20 may not exceed 4,0 m. The sheeting is to be nailed directly onto the upper chord.
Wooden formwork beams should only be utilized in an upright position and must be securely fastened to prevent tipping, as per static requirements.
Changes of the product are prohibited and can cause increased hazard potential.
Regulations of use:
Every item must be inspected by the installation firm and may only be used if in perfect condition.
Formwork beams that are damaged or weakened by decay are not to be used.
Please observe that the formwork beams should not be stored in a way that they are exposed to heavy climatic influences and should not be stored out side unprotected. A professional storage increases the general endurance and reduces deformation and crack formation.
| Crss-bam pcing (m)Yoke-beam spacing (m) | ||||||||||||||
| Cross-beam spacing (m) | ||||||||||||||
| (cm)Fi orkieos)DRETET | Totloadk/m2 | |||||||||||||
| 0,500,630,670,75 | 1,001,251,501,752,002,252,503,003 | ,50 | ||||||||||||
| Max. distance betwecross beams (m) | en | Max. distance between yoke-beams (m)= max. distance between ceiling support beams | ||||||||||||
| 10 | 4,40 | 3,63 | 3,37 | 3,293,172,883 | 17 | 2,88 | 2,67 | 82,672,462,28 | 32,13m2,011 | ,911,671 | ,43 | |||
| 12 | 4,92 | 3,43 | 3,19m | 3,123,0 | 02 | ,72 | 2,53 | 2,33 | 32,16mO | 2,021,90 | 1,791,49M | 1,28 | ||
| 14 | 5,44 | 3,27 | 3,04m | 2,9712,8 | 6 | 62,60 | 2,41 | 2,41 | 2,05 | 1,921,80 | 1,62 | 1,35 | 1,16 | |
| 16 | 5,96 | 3,14 | 2,92 | 2,85 | m | 2,49 | 2,31 | 2,12 | 1,90 | 1,831,64 | ,48:* | 1,23 | 1,05 | |
| 18 | 6,48 | 3,03 | 2,812 | ,752,6 | 52 | ,40 | 2,22 | 2,03 | 1,88m | 1,70m1,51 | 1,36 | 1,130 | ,97 | |
| 20 | 7,00 | 2,932 | ,722 | ,6622,56 | 2,32 | 2,14 | 1,95 | 1,80mn | 1,571,40 | 1,2 | 1,05 | 50,90 | ||
| 22 | 7,52 | 2,84 | 2,64 | 2,582,48 | 2,26 | 2,06 | 1,88 | 1,67 | 1,46 | 1,30 | 1,17 | 0,981 | 0,84 | |
| 24 | 8,04 | 2,76 | 2,57m | 2,51m2,42 | 2,19 | 2,00 | 1,82 | 1,56m | 1,37m | 1,22 | 1,09 | 0,910 | ,78 | |
| 26 | 8,56 | 2,70 | 2,50 | 2,45建2,35 | 2,14 | 1,93 | 1,71 | 1,47 | 1,29 | 1,14 | 1,0330 | ,860 | ,73 | |
| 28 | 9,08 | 2,63 | 2,44m | 2,3992,300 | 2,09 | 1,88 | 1,62 | 1,38m | 1,21m. | 1,08 | 0,97s | 0,810 | ,69 | |
| 30 | 9,66 | 2,57 | 2,39 | 2,342,25 | 2,03 | 1,82 | 1,52 | 1,30 | 1,14 | 1,01 | 0,91 | 0,76 | 60,65 | |
| 35 | 11,22 | 2,45 | 2,27m | 2,2312,14m | 1,89 | 1,57 | 1,31 | 1,12 | 0,98 | 0,87 | 0,78 | 0,65 | 0,56 | |
| 40 | 12,78 | 2,35 | 2,18 | 2,132,04 | 1,72 | 1,38 | 1,15 | 0,98 | 0,86 | 0,77 | 0,69 | 0,570 | ,49 | |
| 45 | 14,34 | 2,26 | 2,1002 | ,04 | 1,53 | 1,23. | 1,02 | 0,88101 | 0,77 | 0,68 | 0,610 | ,51 0 | ,44 | |
| 50 | 15,90 | 2,18 | 2,0111 | ,94 | 1,38... | 1,11 | 0,920 | ,791 | 0,69 | 0,610 | ,550 | ,46 0 | ,40 | |
www.pianoplywood.com
FORMWORK H20 BEAM
DIFFERENCES IN THREE GRADES OF H20 BEAMS:
GradeS / Grade AA / Grade A levels of parameters
| GRADE S | GRADE AA | GRADE A | ||
| WEB | Pine LaminatedVeneer Lumber(LVL), Grade F17 | Pine LaminatedVeneer Lumber(LVL), Grade F11 | Spruce Core3 Ply ShutteringPanel | Combi CoreCrossbandingPlywood |
| DENSITY | 750 kg/m³ | 650 kg/m³ | 470 kg/m³ | 600 kg/m³ |
| ELASTICMODULUS(MPA) | ≥14000 | ≥10500 | ≥10000*Full-length | ≥8000*Full-length |
| SUPPORTLENGTH | Full-length LVL | ≤ 3m Full-length≥ 3m Spliced together | ≤ 2.5m Full-length≥ 2.5m Spliced together | |
| WEIGHT | 5.2 kgs/m | 5.1 kgs/m | 4.9 kgs/m | 5.0 kgs/m |
| FLANGE | Superior quality Spruce finger jointed solid wood timber | |||
| OTHERS | Phenolic adhesive,With Fully Enclosed Plastic Heads on Both Ends | |||
The diagram shows Grade S
Unit: mm
FORMWORK H20 BEAM
SIMPLE FLOOR-SLAB SYSTEM ASSEMBLED FROM H20 TIMBER-BEAM GREED
• Flexible grid system for every layout
• Cost-Efficient due to Reuse Capabilties
Only five components: tripods, props, 4-wayhead,H20 timber beams, plywoodHigh-load props -20 kN rating-no matter howfar extended Removable folding tripods are quick and easy tomount
Fax/Tel: +86-21-50792750
www.pianoplywood.com
PHN/WA/WX: +86-133 1189 1208
WA BUSINESS WA DLISINESS
System Deployment
Position in just four easy steps:
1. After measuring, position the tripods and props together.
2. Pass the 4-way heads through the longitudinal beams.
4. Cover with plywood.
Page: 1 of 5
Verification: check.sgsonline.com.cn
CUSTOMER NAME: SHANGHAI QIN GE CERAMIC &BUILDING CO.,LTD ADDRESS: BLOCK E, 4/F, NO. 58, BOC EAST MANSION, NEW JINQIAO ROAD, PUDONG, SHANGHAI 201206, CHINA
Sample Name : FORMWORKH WOOD BEAM
Product Specification: H20
Above information and sample(s) was/were submitted and confirmed by the client. SGS, however, assumes no responsibility to verify the accuracy, adequacy and completeness of the sample information provided by client.
SGS Ref. No. : SHIN2401000235CM01\_EN
Date of Receipt :2024-01-19
Testing Period :2024-01-19\~2024-01-31
: For further details, please refer to the following page(s) (Unless otherwise stated the results shown in this test report refer only to the sample(s) tested)
Signed for
SGS-CSTC Standards Technical
Services Co.,Ltd. Xiamen Branch.
Bryan
Bryan Hong Authorized signatory
TEST REPORT
No. : XMIN2401000128CM01\_EN
Date : 2024-01-31
Page: 2 of 5
Summary of Results:
| No. | Test Item | Test Method | Result |
| 1 | Bearing Resistance | With Reference to EN 13377:2002Annex A | See Result |
Unless otherwise agreed in writing, this document is issued by the Company subject to its General Conditions of Service printed overleaf, available on request or accessible at https://www.sgs.com/en/Terms-and-Conditions. Attention is drawn to the limitation of liability, indemnification and jurisdiction issues defined therein. Any holder of this document is advised that information contained hereon reflects the Company's findings at the time of its intervention only and within the limits of Client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. This document cannot be reproduced except in full, without prior written approval of the Company. Any unauthorized alteration, forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law. Unless otherwise stated the results shown in this test report refer only to the sample(s) tested and such sample(s) are retained for 30 days only.
Attention: To check the authenticity of testing /inspection report & certificate, please contact us at telephone: (86-755) 8307 1443, or email:CN.Doccheck@sgs.com
No.31Xianghong Road,Xiang'An TorchIndustralZone,Xiamen,Fujian Province,China 361101
t (86-592) 5765857 www.sgsgroup.com.cn
中国·福建·厦门·火炬（翔安）产业区翔虹路31号 邮编：361101
t (86-592) 5765857 sgs.china@sgs.com
TEST REPORT
No. : XMIN2401000128CM01\_EN
Date : 2024-01-31
Page: 3 of 5
TEST REPORT
No. : XMIN2401000128CM01\_EN
Date : 2024-01-31
Page: 4 of 5
Test Item: Bearing Resistance
Test Method: With Reference to EN 13377:2002 Annex A
Test Condition:
Specimen: 3000mm×80mm×200mm×40mm (Length of beam× Flange width× Depth of beam× Depth of flange)
| Test Item | Test Result | Failure Location |
| Bearing Resistance $( \mathsf { R } _ { \mathsf { b } } )$ | 52.66 kN | Close to the end |
Classification of panel web beams according to EN 13377:2002 Table 1 is cited below for reference:
| 1 | 2 | 3 | 4 | 5 | 6 | 7 |
| Class | Beam depthH (mm) | Minimum flange widthb (mm) | $\mathsf { E } _ { \mathsf { I } }$ (kNm²) | $\mathsf { V } _ { \mathsf { k } }$ (kN) | $\mathsf { R } _ { \mathsf { b } , \mathsf { k } }$ (kN) | $M _ { \mathrm { k } }$ (kNm) |
| P16 | 160 | 65 | 200 | 18.4 | 36.8 | 5.9 |
| P20 | 200 | 80 | 450 | 23.9 | 47.8 | 10.9 |
| P24 | 240 | 80 | 700 | 28.2 | 56.4 | 14.1 |
TEST REPORT
No. : XMIN2401000128CM01\_EN
Date : 2024-01-31
Page: 5 of 5
Test Photo(s):
Unless otherwise agreed in writing, this document is issued by the Company subject to its General Conditions of Service printed overleaf, available on request or accessible at https://www.sgs.com/en/Terms-and-Conditions. Attention is drawn to the limitation of liability, indemnification and jurisdiction issues defined therein. Any holder of this document is advised that information contained hereon reflects the Company's findings at the time of its intervention only and within the limits of Client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. This document cannot be reproduced except in full, without prior written approval of the Company. Any unauthorized alteration, forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law. Unless otherwise stated the results shown in this test report refer only to the sample(s) tested and such sample(s) are retained for 30 days only.
Attention: To check the authenticity of testing /inspection report & certificate, please contact us at telephone: (86-755) 8307 1443, or email: CN.Doccheck@sgs.com
No.31 Xianghong Road, Xiang'An Torch Industrial Zone,Xiamen, Fujian Province,China 361101
t (86-592) 5765857 www.sgsgroup.com.cn
t (86-592) 5765857 sgs.china@sgs.com
PIANO
PianoPlywood
CHINESE BUILDING MATERIAL EXPERT, ONE STOP SERVICE PROVIDER
WWW.PIANOPLYWOOD.COM
Fax/Tel: +86-21-50792750
Phone/WhatsApp/WeChat: +86-133 1189 1208
E-mail: RobertWang@pianoplywood.com
Add: Block F,Floor 8,NO.58,New Jinqiao RD,Pudong District,Shanghai 201206,China
Fax/Tel: +86-21-50792750
Phone/WhatsApp/WeChat: +86-133 1189 1208
E-mail: RobertWang@pianoplywood.com
Add: Block F,Floor 8,NO.58,New Jinqiao RD,Pudong District,Shanghai 201206,China
