Building Components for Industrial Buildings
21Pages

Innovating Building Broducts >

ROOF PURLINS > SIGMA & SIGMA-plus profiles > . . . . . . 6 > Օ ZED- profiles > . . . . . . . . . . . . . . . . . . . . . . . . . . 20 > CEE and CEE-plus profiles > . . . . . . . . 30 SIDE RAILS > Օ SIGMA & SIGMA-plus profiles > . . . . . . 6 > ZED- profiles > . . . . . . . . . . . . . . . . . . . . . . . . . . 20 > Օ CEE and CEE-plus profiles > . . . . . . . . 30 EAVES BEAMS:SE-SECTIONS > SIGMA Eaves profiles > . . . . . . . . . . . . . . . 18 MEZZANINE FLOORS > Օ SIGMA & SIGMA-plus profiles > . . . . 16 > CEE and CEE-plus profiles > . . . . . . . . 34 EXTERNAL WALLS ANDSEPARATION WALLS. >...

-y-z Eaves Brace 8 INNOVATING BUILDING PRODUCTS 9 >

*Roof pitch maximum 5 % Arrangement of the anti-sag bars (if used)Arrangement of the anti-sag bars (if used) Diagonal tie wireSide railCleatAnti-sag bar ( > minimum angle 25 minimum angle 25аminimum angle 25 One anti-sag bar per bay at midspan. Three anti-sag bars per bay at 1/4, 1/2 and3/4 of the span.Two anti-sag bars per bay at 1/3 and 2/3 of > SADEF -LockЮ) Roof purlinAnti-sag bar ( the span. > Roof purlinSE-eaves beam -side rail with AutoNotch connectedHorizontal wall claddingHorizontal Rafter stays made from angle sections or U-sections can, as a rule, be fitted singly. Double rafter...

purlin centres - section thickness (- 4 mm)* Purlin centres - section thickness Adjustment facility M16 SADEF -Lockή patent system : standard anti-sag barfor a section depth till 300 mm according to the case.*4 mm = plate thickness of the diagonal tie wire (if used) Construction detail of the > SADEF -Lock. > SADEF -Lockή - (double). Construction detail of side rail - cleat - diagonal tie wire.Construction detail of roof purlin - cleat - diagonal tie wire. > 10018 Bolt-on anti-sag bar: standard anti-sag bar for a section depth > 300 mm according to the case. Construction detail of the...

SADEF and + floor beams can be used in most floorcovering systems (board, steel sheet, etc.).Fitting of flooring elements (boards, steel sheet, etc.) to thefloor beams is of utmost importance. A minimum of 3 screws per linear meter is required to ensure sufficient lat- eral stiffness to the > SADEF -beamsSecondary beams can be laid out either in between (= flush with) or across (= on top of) the main beams. Continuous secondary beams (usually beams spanning two bays) provide the most economical solution, but they result in a greater overall depth.Our design office will find the most...

SIGMA eaves beams (indicated as SE-sections): By using the > SADEF SE-section, both roof purlin and side rail, ateaves level, can be replaced by one single rigid section, from which a gutter can be suspended. Due to its functional design,the > SADEF SE-section can be used forroofs, with slopes of up to 24.The sections are usually utilized as singlespan beams. Consult our design office to define the adequate material thickness in relation to loading and span. Standard angles > suitablefor the following roof slopes. > SADEF SE-sections are cut to length,pierced with all the necessary holes...

1 2 3 4 1 2 3 4 For the QA system, SADEF has developed a new standard cleat with5 holes in the vertical flange (See page 23). STEP1: The Zed sections are fitted with the big flange faced down,using all bolt holes on axis 1 and subsequently with the central bolt onlyon axis 2, as per DETAIL A. STEP 2 (optional): If Zed sections are supposed to brace the rafter onaxis 3, these sections are fully bolted on axis 2 and fitted to axis 3 with the central bolt only. DETAILA: In the bay from which assembly commences and in everysecond bay thereafter, the Zed sections are fitted - large flange...

purlin centres - section thickness (- 4 mm)* M16 SADEF -Lock patent system : standard anti-sag bar for asection depth till 250 mm*4 mm = plate thickness of the diagonal tie wire (if used) > S Diagonal tie wireSide railCleat Anti-sag bar ( > Θ1818 2 L = 50 + S 2 +F SADEF -Lockخ) Roof purlinAnti-sag bar ( > 16 t 3,5 F SADEF -clip: For use with sections up to 250 mm in depth, purlincenter max. 2400 mm, roof slope max. 25ذand only for cladding with diaphragm action. Purlin centres - section thickness 10018 SADEF -Lockخ apex tie: a standard apex tie for a sectiondepth > SADEF bolt-on apex tie:...

*Roof pitch maximum 5 % Adjustment facility Arrangement of the anti-sag bars (if used)Arrangement of the anti-sag bars (if used) SADEF -Lock - (double). Construction detail of side rail - cleat - diagonal tie wire.Construction detail of roof purlin - cleat - diagonal tie wire. > minimum angle 25ΰminimum angle 25minimum angle 25а One anti-sag bar per bay at midspan. Three anti-sag bars per bay at 1/4, 1/2 and3/4 of the span.Two anti-sag bars per bay at 1/3 and 2/3 of the span > Construction detail of roof purlin - > SADEF -Lock -diagonal tie wire. Adjustable diagonal tie wire. Construction...

32 INNOVATING BUILDING PRODUCTS 33 >

Simplicity itself The new > SADEF sections are now even simplerto join. From now on, two bolts are sufficient tojoin the components, as the brackets are fully inte- grated into the sections. Fewer components make for easier and quicker assembly. Lightweight building components Indeed, the new sections are, once again, as lightas you have come to expect from > SADEF and,what's more, as strong as ever. The new system doesn't compromise on bearingcapacity either. This is because the strength of the system doesn't depend on the weight of its com- ponents. Quality is time and money Could we have...

By means of anti-sag bars In case of longer spans, roof purlins and side rails mustbe capped upright during cladding. Roof purlins can be aligned by means of anti-sag bars and diagonal tie wires or apex ties. Side rails can be aligned by means of anti- sag bars and diagonal tie wires. In many cases it is necessary to use com- ponents for hanging loads from the > SADEF -beams. One point load in themiddle or two loads, located at 1/3 and 2/3 of the span respectively. The acceptable loads indicated in the tablebelow only relate to the local influence on the beams around the attachment and are...