Airport carpark mounting instructions

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Park@Sol - B1Park@Sol - B2Mounting instructions

Example B1 1-row vehicle arrangement (max. depth 6.0 m)

Example B2 2-row vehicle arrangement (max. depth 13.5 m)

GEC UK

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2) Foundation

The choice of foundation design is dependent upon customer requirements and particularly upon the size of the plant. The laying of the cast-in-place foundation can generally be performed, cost-effi ciently, by lo-cal civil engineers and with the use of standard machinery.

For larger installations, a more economical alternative can generally be found in deploying the drilling procedure for deep foundations.

Planning

Project-specifi c overview diagrams and parts lists will be generated prior to delivery of the system. These drawings display the measurements and positions of the individual components and of their respective connectors.

Park@Sol - B1 and B2

Structural design B1 (example) Structural design B2 (example)

Cast in place concreteThe economical solution for small carport plants

Micro foundationThe unrivaled solution for large carport plants

1 General

Our Park@Sol Carport systems are modular in structure and can be customized to fulfi l the demands of any individual customer parking-area project.

Confi guration of the module arrangement, spatial cut of the parking area etc. takes place according to customer requirements and is drawn up in compliance with local boundary conditions (ground conditions, wind loads, snow loads), Optimal economic effi ciency is thus achieved while complying with all structural requirements.

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Cast-in-place foundation

The foundation is essentially made up of the base plate and the base pedestal. Important to note is that the base-plate should always be laid below the frost line. The base pedestal also serves as impact pro-tection. According to building regulations this must not exceed a height of 60cms above the ground line.

Detailed information relating to the laying of foundations can be found in the reinforcement plans and in the overview diagrams.

The design calculation for the foundations is found in the structural analysis on Page 12. Sizing dimen-sions given here must be met in every case in order to guarantee structural safety of the carport.

Reinforcement plans are created at receipt of order and according to structural regulations.

Scope of delivery for cast-in-place foundations: Two armature pieces, comprising:• 6 nuts M16• 2 thread rods M16 L= 290mm • 1 U-Profi le• 1 spacer for thread rods

Mounting dimensions for the armatures are found in the reinforcement plan.

Terminology

1) Purlin2) Girder3) Strut4) Strut base5) Foundation

1

2

3

4

5

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Park@Sol - B1 and B2 Mounting Instructions

© Schletter GmbH • Gewerbegebiet an der B15 • Alustraße 1 • 83527 Kirchdorf/Haag i. OB • Germany •Fax: +49 8072 9191-9200 • E-mail: [email protected] • www.schletter.eu • Updated 06/2012 •

Example foundation:

Dimensions and the position of the anchor for the carport are found in the detailed foundation plan. The anchor must be thoroughly encased in concrete. Tolerances for the cast-in-place foundation (customer-side) ± 5 mm.

Ground level

Precast foundation for construction with micro-piles

In contrast to the cast-in-place foundations to be laid by the customer, special precast foundations and injection piles are deployed when preparing foundations with micro-piles. This type of foundation ensures rapid mounting of the structure and an economical foundation-laying procedure. The length and dimen-sions of the micro-piles are calculated using the parameters documented during the geological survey.

Scope of delivery on the part of Schletter:

• Structural analysis of the micro-piles according to parameters from the geological survey• Precast foundation for variants: System B1 (Base width = 1540mm), B2 (Base width = 1850mm), B3 (Base width 1850 = mm)• Micro-piles 40/20• Drill bits• Grouting mortar• Cement mortar• Laying of precast foundations

Optional:

• Geological survey performed by in-house geologists

Laying of foundations with micro-piles (c.f. precast foundation above the excavation depth, un-derground):

• Preparation of a geological survey by dynamic probing and prospecting • Structural analysis of the micro-piles• Measurement of the drilling points according to Schletter guidelines (customer responsibility)• Preparation of the base points by cutting or milling the asphalt layer and later backfi lling with a load-bearing layer of gravel (customer responsibility)• Laying of micro-piles in accordance with statistical guidelines• Laying and casting of the precast foundation

Note: Span distances between the thread rods in System B1 vary due to the deployment of two different foundation shoes. See 9 Profi le overview for carport systems / foundation consoles

The length and dimensions of the micro-piles are calculated using the param-eters documented during the geological survey.

Base width

Park@Sol - B1 and B2 Mounting Instructions GEC UK

4 / 358 / 42


Precast foundation above excavation depth, subsoil

• In paved car parks, the paving is removed from the area reserved for the foundations.• In asphalted car parks, the asphalt is cut out or milled, as it presents too low a pressure stability, particularly at high temperatures.• In both cases, the opening between surface and foundation is retrospectively fi lled with grit.

To avoid the risk of damage due to ground frost, the foundation must be cast again after laying.

Leveling courseGrit dimensions: 0-8mm / 0-5cm thickness

Materials for leveling course to be provided by customer

Excavation of approx.10mm around foundationLoad-bearinggravel layer

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Note: To ensure smooth mounting of the carport, the anchors must be aligned in one row. The permitted tolerance here is +-5mm

Setting of the foundations

Fastening anchors for pouring into cast-in-place foundations on customer side (included in delivery of the carport set)

Distance between girders

Ensure

prec

ise lo

ngitu

dinal

align

ment!

Distance between upper edge foundation and upper edge carport paving



3 Overview and installation of the carport components

The following steps and respective item numbers correspond to the item numbers indicated in the draw-ing below.

OBJECT12345678910

DESCRIPTIONPrecast foundationStrut - QHPStrut basePurlinShading sheetModule middle clampModule end clampGirder CPSpacer CPEaves guttering

diagonal measurements

upper module-bearing profi le

lower module-bearing profi le

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4 Component assembly

Girder mounting (Pos. 8)

The girder components are delivered pre-assembled. The size of the pre-assembled mounting claw must be checked after delivery and prior to installation start and may need to be adjusted. The exact clearance for the mounting claw can be found in the production drawing for the girder components.

Note: The mounting claw must be installed to precise dimensions!

• If, in the case of a horizontal module arrangement, the spacing between purlins is not respected, the profiles will not fit pre-determined module dimensions, or,

• in the case of a vertical module arrangement, the clamping range defined by the module manufacturer cannot be maintained.

Overview diagram girder assembly / parts lists for girder assembly

OBJECT12345

COMPONENT NO.129010-001141006-000175900-001943610-025943914-010

QUANTITY242412424

DESCRIPTIONKlickIn click component M10Mounting claw 40 mmGirder C1Hexagon head screw DIN 933 M10x25Square head screw DIN 557 M10

LENGTH

GEC UK

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Mounting of struts with the girder assembly group (Pos. 2)

• Arrange struts within the girder assembly group• Connect struts to the girder assembly with screws (see parts list and overview drawings Girder Assem-

bly group S11, items: 9,11,14) and tighten with a torque of 135 Nm (tightening torque 135 Nm = screw VA M16 A2/A4). If an alternative screw size is required for structural reasons, the corresponding tighten-ing torque must be identifi ed and can be found on page 30.

Connect in the girder assembly supports and connectors with M16 screws.

Pre-assembled girder- and strut assembly


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Mounting of the strut base with support (Pos. 3)

• Attach the strut bases to the struts and secure with screws. Care must be taken that the support bases and struts are mutually compatible (see drawing item 3).

• Using hoisting equipment (with slip if required), lift the assembled component group, comprising girder assembly, struts and support bases, and lower onto the fastening anchor of the pre-aligned and spaced precast- or cast-in-place concrete foundations.

• Once the assembly is in place, secure the threaded anchor rods with a base claw and M16 nuts and tighten with the stipulated torque of 135 Nm (for M16). The torque of the base claw at the sides of the strut base must also be verifi ed and the claw tightened if necessary. Please refer to the drawing Strut Base Assembly and to the image Prepared Concrete Foundation

Note: To safeguard against possible tilting of this assembly, the lower and upper module-bearing profi le must be mounted and fastened with a mounting claw, please also refer to pages 10 and 11.

Height of strut base is adjustable with base claw

Strut base assembly

Position strut base onto supports

Secure with M16 screws, spring washers, base claws and nuts(see schematic below)

OBJECT12345

COMPONENT NO.170004-100973000-021170005-000943616-160943911-016

QUANTITY11 624

DESCRIPTIONStrut base 100 Park@SolRubber Park@SolBase claw Park@SolHexagon head screw DIN 931 M16x160Nut M16 self-locking DIN982


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Strut 100x100 carport customizedItem no.: 170017-001


Position assembly on foundation

Lift assembly using hoisting equipment and slip


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Secure and tighten screws and M16 nuts with a torque wrench


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Installation of the module-bearing profi le (Pos. 4)

Once all supports are mounted and aligned, the module beams are mounted as per the drawing and aligned at right angles. Please ensure that the module beams are installed with the correct cantilever. A rail mounting is compulsory in a horizontal arrangement.

The mounting claws* are factory assembled and the distances must therefore be checked after transport and adjusted if necessary.

Once all load-bearing profi les have been mounted with dimensional accuracy, the diagonal measurements (see page 10) must be checked and aligned. The module beams must be mounted at right angles to the support.

Note: To safeguard against possible tilting of this assembly, the lower and upper module-bearing profi le must be mounted and fastened with a mounting claw, please also refer to pages 10 and 11.

Insertion connector detail

Mounting the connector:1. Slide in the profi le connector2. Connect the second profi le3. Secure the connector on both sides with the supplied self-drilling screws (5.5 x 25 mm)

Arrange and secure the purlin using the pre-assembled mounting claw and screws M10x25.The exact dimensions can be found in the production drawings for the girder assembly.

*


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1. Insert the connector

2. Side fastening with self drilling screws (x2 / purlin)

Note: Spacing between purlins must be precisely maintained, particularly in the case of horizontal, linear supports. This applies not only at the struts, but also namely between the struts and also in areas where the purlins are self-supporting!

In the event that the module is mounted after installation of the trapezoidal sheets, e.g. due to limited availability, then the purlin spacing must be carefully observed as this can no longer be adjusted once the trapezoidal sheets are in place.


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5 Module Mounting (Pos. 6 & 7)

Depending on the design, there are several types of module fastening systems, e.g. normal clamp fasten-ing, fastening with Klick clamps (partic. for unframed modules), module clamps of type Rapid2+ through to the OptiBond fastening system.

• The clamping range and the type of module clamp to be used is at the discretion of the customer and is to be agreed with the module manufacturer .• The module is to be installed under stress-free conditions• Modules are to be mounted as per the drawing, using the supplied module clamps.• Preload of the screws can be found in the Screw and Detail plan on page 30.

Image 1 - Example Klick system Image 2 - Example Screw system

Note: Please refer to our assembly instructions. These are available to you on our website www.schletter.eu I400129DE Laminate mounting - general recommendations I400130DE Module mounting - general recommendations


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6 Cable mounting (optional)

In the majority of installations, cables are fastened with simple cable ties. These become brittle very quickly, however, particularly in hotter climates, with the result that the cables may then droop from the profi les after only two years. This can lead to water damage in the plugs and loose connections due to wind impact on the cables. For effective cable mounting, we supply cable ducts which can be fastened to our profi les with little time and effort. Naturally we can provide edge protection pieces for the profi le ends.

Plastic edge protection closedItem no.: 149000-004 closed leftItem no.: 149000-005 closed right

Plastic edge protection openItem no.: 149000-006 open leftItem no.: 149000-007 open right

Proklip2000-P Cable ClipItem no.: 129012-002


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7 Trapezoidal sheet mounting - Sofi t Panel

Overview of individual components

Facing with Sofi t Panels is possible with Schletter Carports. Positioning of individual components is ini-tially defi ned in technical drawings (see Point 2). When placing the order, please ensure that the length of the panels is identical to the length of the girder.

Shading sheetSofi t panel

VergeboardEnd batten

Technical overview plan

Optional:

Panel arrangement and critical dimensions for mounting are outlined in the overview drawing.

Example general layout drawing


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Mounting the components

1. Position the fi rst panels

Mount the exterior panels with the open seam facing outwards (see Fig. A)

The distance between the girder and panel should be between 55 mm and max. 210 mm! The recommended spacing values can be taken from the technical drawing!

Center distances between girders and / or between girders and purlin ends.

Bolt Sofi t panel to the purlin with Zebra pias (or equivalent) screwdriver

The fi rst panels to be positioned against the girders must be bolted at both sides.

The fi rst Sofi t panel is mounted between the girders with the open seam to the opposite girder! (See Fig. B) B

A

2. Position the remaining panels

Guide the second panel, angled slightly, into the seam of the fi rst panel

then press the upwards against the purlin


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3. Mounting the shading sheet

Lean the shading sheet in to the girder and press upwards against the purlin.

Bolt to the purlin with the Zebra pias from inside the seam (see Fig. C)

C

Bolt the panel to the purlin at the open side

Mount further panels by following steps outlined in Point 2

Slight misalignments can be corrected here, in the event that the girders do not run exactly parallel to one another!

258.0 mm

13.0 mm5.5 mm

The adjustment tolerance is 2 mm.

Panel dimensions:

321.4 mm


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5. Mounting the end batten (optional)

The end batten must be mounted with the seam facing downwards!

Mount the end batten onto the front of the Sofi t panel and bolt in place with the Zebra pias screwdriver

4. Mounting the vergeboard sheet (optional)

A distance of 5 - 10 mm must be maintained between vergeboard and the front edge of the purlin!

5 - 10 mm

Projection of between80mm to 120mm

Girder

Trapezoidal sheetingEaves guttering


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8 Mounting of adjustable guttering with integrated ice-breaker (Pos. 10)

The following defi nition refers to a two-piece guttering system which allows for mounting without guttering supports (guttering brackets). This guttering system was designed specifi cally for the mounting of trapezoidal sheeting It is important to have a prior overview of the guttering system. The exact dimensions and quan-tity of guttering pieces can be found in the production drawing.

Guttering systems are custom produced for each individual project. Cutting on the construction site is, therefore, not required. Each supplied gutter unit (upper and lower parts) fi ts the span between two carport support structures.

Note: To avoid a back-fl ow of running water, sections must be cut from the lower trough. Please refer to Point (2) Mounting of lower trough, to incorporate pitch.

Adjustable roof guttering

Please note: Fundamentally, the carport represents a building. If clean drainage is required by the customer, as with a standard building, then ground compensation and the laying of foundations must be carried out with the utmost of precision or a proper drainage system cannot be guaranteed.To compensate for small areas of unevenness and to adjust the gradient from roof gutter to downspout, a two-piece adjustable roof guttering system is required (see image).

In B1:Vertical water-head

Design B1(single row arrangement)

In B2:Water-headType 10 degrees

Downspout holder with square clamps

Design B2(dual row arrangement)

Downspout holder with square clamps


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OBJECT1234567891011

DESCRIPTIONRoof gutter fi eld 1Roof gutter fi eld 2Roof gutter end pieceRoof gutter 100x150 Run-off 10°Downspout 1 100mmDownspout 100mm ArcDownspout 2 100mmDownspout 2 100mmDownspout 100mm clamp M10Roof gutter jointRubber seal joint

Roof guttering - Overview diagram

Car Park Type - B1 and B2 Mounting Instructions GEC UK

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Span of carport frame

Gutter top

Gutter trough

Water-head

PV Module

Gutter top

Gutter trough

3mm gradient per running meter i.e. 15mm height difference over 5m

Water-head

Connector

Girder

Girder

Sup

port

/ Stru

t

Sup

port

/ Stru

t

Connector

Ejot screw


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1. Positioning and screwing of the gutter top

Each supplied guttering unit (upper and lower parts) fi ts the span between two carport support structures (midpoint to midpoint). • -mm08 htiw detnuom-erp( teehs ladiozepart eht no pot rettug eht kram dna noitisop ot enil klahc a panS

120mm projection).• Note: The dimensions from the lower edge of the purlin to the guttering upper edge must be checked and

projected, using a chalk line on the standing rib, along the full length of the eaves. Deploying this method on both sides of the roof ensures that the guttering follows a straight course across the entire carport.

• The upper sections can now be laid, end-to-end in the pre-marked positions and secured with the drill-ing screws provided (EJOT 5.5 25 mm). Note: Please ensure that gutter top is screwed to the trapezoi-dal sheeting at each standing rib (see also Trapezoidal Sheet mounting).

Ejot screw

Gutter top

Projection trapezoidal sheetat least 10cms

Girder

Trapezoidal sheet

PV module

Purlin

Purlin


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2. Mounting of gutter trough to incorporate pitch (Diagrams 4 to 7)

Prior to installing the gutter trough, it is important to establish which strut should incorporate the rain water head and downspout to channel away water. The designated gutter trough must be notched at this point.

Note: To avoid a back-fl ow of water, sections must be cut into the respective gutter trough of length 200mm and breadth 120mm. These notches are to be made on-site using plate shears (see diagram Cut Sections in Gutter Trough). Cutting out the relevant sections for the rain water run-off prior to mounting the guttering has proved to require less time and effort than carrying out this activity retrospectively. Bend the sharp edges of the cut sections carefully downwards at right-angles using specially designed pliers (fl anging pliers, combi-pliers) This ensures smooth run-off of water.

10.2

adjustable solution

lower section

upper section


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• Beginning at the highest point of the eaves, the lower guttering sections are slid inside the inner fl ap of the gutter top and are secured using drilling screws (EJOT 5.5*25 mm) at distances of 50cm to the welding point of the guttering. To accommodate for the longitudinal expansion of materials, guttering troughs must be mounted at distances (welding distances) of approx. 3cms one from the next.

• To ensure optimal drainage of water, it is important to incorporate a gradient when mounting the trough. The gradient should not exceed 3mm/running meter and must be verifi ed using a digital spirit level. The pitched gutter trough is then secured with a drilling screw (similarly with a distance of 50cm to the welding point).

Note: To ensure unobstructed drainage, the highest point of the gutter trough is always positioned on the opposite side to the downspout (drainage point).

Cut a notch of approx. 10cm into the trough at the point where the water head is to be placed and bend the cut edges downwards to avoid a back-fl ow of water along the under side.

3. Mounting the water head (Diagrams 8.10 and 11)

The water head box is pushed up through the joint of the previously cut gutter trough and is fastened with two drilling screws. It is not necessary to seal the water head.The following steps must however be taken:• Once in place, fold out the sides of the box a little. • The side (with no fold) is pushed upwards into the trough and inside the metal fl ap of the inner gutter top. • The second side of the box - with the fold - is pushed upwards until the fold locks over the edge of the

lower trough. • The water-head is now secured with two drilling screws on the side without the fold.

Water-headType: Vertical

Water-headType: 10 degrees

Water-head is slotted inside the inner metal flap of the gutter top

Drain

PV module

Gird

er


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Sealing of water head is not nec-essary

Slot the water-head upwards onto the gutter trough

Bend back the sides slightly

Hang the water-head from the folded side fi rst

Slide the connector into the fl ap of the gutter top; fi nally, secure the connector from the outside with an Ejot screw.


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4. Mounting of the connectors (diagrams 6 and 7)

When mounting the guttering connectors, the two sides must be bent outwards slightly, as with the water-head assembly. First the side (with no fold) is pushed upwards into the trough and inside the metal fl ap of the inner gutter top. The side (with fold) is then pushed upwards until the connector locks. The connector is now fastened with two drilling screws on the side without the fold.The gutter troughs must not be notched for the mounting of connectors.

Note: In contrast to the water-heads, it is imperative that connectors be sealed to the guttering. The two procedures used by Schletter for the sealing of roof guttering are outlined in the following:

Apply 2-sided bitumen sealingmembrane to the inner side. Delivered strips: 25*33cms

Push up connector from below onto the gutter trough

Bend back the sides slightly

Hang the connector from the folded side fi rst

Slide the connector into the in-ner fl ap of the gutter top; fi nally, secure the connector from outside with two Ejot screws


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Processing conditions / Technical data

• Subsurface temperature: +5° C min./ +35° C max.• Subsurface quality: Dry, grease and oil-free• Melting point: The subsurface temperature must be +3° above the melting point.• Recommended working temperature: +15° C• Heat resistance from -40° to +80°

Sealant with Ceresit- BT21 (no technical approval):

Ceresit is a self-adhesive, tear-resistant, 2-ply cross-laminated polyethylene fi lm with a plastic, bitumen,-rubber-adhesive sealant, which, when applied correctly, guarantees simple but effective impermeability of the guttering joints.

Application:

• To achieve perfect adhesion of the connector to the roof guttering, it is imperative that the subsurface and the connection points of the gutter trough be dry, free of oil and grease and from loose particles or dust.

• A preparatory application of primer is not necessary when deploying this method of sealing,• Sealing membranes are supplied in the required lengths of 30 cm.• Remove the backing paper while simultaneously applying the sealing membrane to the entire exterior

surface of the cleaned joint of the trough.

Sealing with SikaBond T1 (building regulation approval)SikaBond - T1 is an elastic single-component glue with a polyurethane base, which hardens to an elasto-mer with humidity.

Application

• To achieve perfect adhesion of the connector to the roof guttering, it is imperative that all surfaces be dry, free of oil and grease and from loose particles or dust.

• For an optimal bond, the connectors and guttering components must be pre-treated with a cleaning agent and with a primer. Please use: Cleaning agent: Sika Haftreiniger-1, Primer: Sika Primer- 3N

• Apply SikaBond to the connectors using a triangular nozzle (10 x8 mm) in stripes of thickness 4mm. Then slide the connectors onto the gutter trough and fasten with two drilling screws.

• Care must be taken that the time between appliance of the sealant and the mounting of the component does not exceed 2 minutes, to avoid the build-up of a skin around the sealant. A quality mounting could therefore not be achieved due to a less than optimal impermeability.

• As described in Point 4 : Mounting of the connectors, the connectors are then slid on from below and are fastened with two drilling screws.


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While doing so, the following points should be observed:

• Lift backing paper at the reel end and peel away slowly and evenly.• Position and affi x the membrane with the adhesive side to the trough surface. Progressively peel away

the backing paper and affi x the entire strip,• then smooth down the membrane fi rmly, using, for example, a pressure roller (rubber roller).• Note: To ensure the impermeability of the bitumen membrane, affi x the membrane across the entire

surface while smoothing away any air bubbles.• As described in Point 4 : Mounting of the Connectors, the connectors are then slid on to the trough and

are fastened with two drilling screws.

Processing conditions / Technical data

• C° 03 + ot C° 5- :erutarepmet gnikroW • Subsurface quality: Dry, grease and oil-free• C° 07 > :ecnatsiser taeH • Thickness: 1.5mm• Storage: BT 21 sealing membrane must be transported and stored upright and protected, until required,

from pressure, heat and humidity. In summer temperatures of +25 °C, store in a cool place as the plastic adhesive layer reacts to heat and becomes soft - particularly in direct sunlight. In cold conditions, store until required at a temperature of at least +10 °C.

5. Mounting of the end pieces

• End-pieces are sealed at production and are delivered pre-assembled.

6. Screwing in the roof guttering components

• ,strap reppu dna rewol gnirettug delbmessa-erp ehT can now be completely screwed together, at a distance of 50cms apart. To this end, the gutter trough is screwed to the gutter top through the interior metal fl ap.

• The gutter tops are to be screwed together at every standing rib of the trapezoidal sheeting.

• The supplied drilling screws EJOT 5.5 x 25 (mm) are to be used for screwing in the guttering end pieces.


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10.3

OBJECT123456

DESCRIPTIONStrutSquare clamp-setThread rodDownspout clamp M10DownspoutDownspout Arc

7. Mounting of downspout and arcs

• Mount the square clamp set on the supports (see diagram 10.3, Pos. 2, 3, 4).• Pre-assemble the guttering downspout and arc as per the detailed diagram and position the water-head boxes. Parallel mounting of the downspout onto the carport supports is achieved by adjusting the distance of the thread rods on the square clamps (image 10.3, Pos. 3).


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9 Profi le overview of the carport system - All components Foundation consoles

Struts



Strut base 120 mm pre-fabricated componentStrut base 100 mm pre-fabricated component

Strut base 120 mm cast-in-place concreteStrut base 100 mm cast-in-place concrete

OBJECT12345

COMPONENT NO.170004-100973000-021170005-000943616-160943911-016

NUMBER11624

DESCRIPTIONStrut base 100 Park@SolRubber Park@SolBase claw Park@SolHexagon head screw DIN 931 M16x160Nut M16 self-locking DIN982


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Glass panelEnd clamp ECO8 setItem no.: 133180-180

Glass panelMiddle clamp ECO8 setItem no. 133280-180

Glass panelEnd clamp ECO7 set Item no. 133170-173

Glass panelMiddle clamp ECO7 setItem no.: 133270-173

End clamp Middle clamp

KP-locking device - exteriorKP-locking device - interiorKP module clampModule rubber

KP-module clamp 2 xKP-locking device - interiorKP-Module rubber 2 x

Module clamps

Earthing middle clamp Rapid2+ 30 - 39mm montItem no. 135002-000

Earthing middle clamp Rapid2+ 40-50mm montItem no. 135002-001

End clamp Rapid2+ 30 - 39mmItem no. 131002-000

End clamp Rapid2+ 40 - 50mmItem no. 131002-001

Middle clamp Rapid2+ 30 - 39mmItem no. 131003-000

Middle clamp Rapid2+ 40 - 50mmItem no. 131003-001

End clamp Rapid2+ XXmm (30-50)Item no. 131001-030 - Item no. 131001-050

Module anchor OptiBond 30mmItem no. 119008-001

Module anchor OptiBond 30mm rubber mountedItem no. 119008-051


Module anchor OptiBond 50mm rubber mountedItem no. 119008-000


Module anchor OptiBond 80mm rubber mountedItem no.119008-002

Please note: Item numbers are subject to change in the event of technical modifi cations or new developments.


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Click purlin KP 1.5 interiorItem no.: 124405-001

Click purlin KP 1.5 exteriorItem no.: 124404-001

Click purlin KP 2 interiorItem no.: 124407-001

Click purlin KP 2 exteriorItem no.: 124406-001

Purlins





Module-bearing profi le S 0Item no.: 124300-001

Module-bearing profi le S 1 exteriorItem no.: 124301-001

Module-bearing profi le S 1 interiorItem no.: 124302-001

Module-bearing profi le S 1.5Item no.: 124303-001





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11 Tolerances

Mounting racks for carport systems are specifi cally dimensioned to accommodate local wind and snow loads. In the interest of economic effi ciency, the maximum capacity potential of individual com-ponents is generally exploited. The racks must therefore be mounted with the utmost precision.

Please note that the structural safety of each individual project is subject to verifi cation; the mounting dimensions must therefore be precisely observed.For the compilation of clean documentation and for technical approval, we recommend that the following mounting tolerances be observed:

Span between fi elds ± 50 mmLinear projection of purlins ± 30 mmLower girder connection ± 20 mmUpper girder connection ± 20 mmBase connection ± 20 mmModule engagement length into the clamp 2 mmMounting of trapezoidal sheeting When mounting trapezoidal sheeting, perpendicularity is of primary importance!

lower/upper girder connection module engagement depth into the clamp

Span between fi elds

cantilever

lower

girder connection

uppergirder connection

socket connection


Documents

Airport carpark mounting instructions