Adapt Monteringsmanual 2018-11-09 · The ADAPT ® system can be used in a wide range of projects: facade scaffolding, slab shoring, mobile towers, access stairways, roofs, stages

ADAPT MONTERINGSMANUAL

PG

Table of contents 01

Introductory notes 02

ADAPT® tests 03

List of components 04

Safety 17

ADAPT® assembly procedure - standard 23

ADAPT® assembly procedure - G.C. DEF. 28

Angular platform assembly 31

Console assembly 35

Work platform assembly – roofs 39

Specific situations 43

Fixing system – standard assembly 46

Permissible loads 49

Warnings 54

TABLE OF CONTENTS

ADAPT ® MULTIDIRECTIONAL SYSTEM · ASSEMBLY MANUAL · VERSION 1

1

N.B:

This instructions manual providesinformation on the correct use of theADAPT® multidirectional system inaccordance with the principles set forthin standard EN 12810-EN12811.

The personnel in charge of theassembly procedure need to be trainedand comply with all the safetyregulations.

All assembly personnel should besubjected to an initial medicalassessment and a subsequent annualcheck-up to guarantee they arephysically capable of executing thework in question.

Only personnel who have beenauthorised by the management of thecompany entrusted with the installmentmay access the scaffolding during theassembly phase, thereby preventing thesame from being used by third partiesprior to the assembly being concluded.

The basic individual protectionequipment used in the assembly of thescaffolding comprises: a safety helmet,safety footwear, a double cable safetybelt (vest), protective goggles, workclothing.

The loading, unloading and transportand the palletizing area should besigned as a means of protectingpedestrian walkways.All material should be stored selectively(grouped in families).

Prior to commencing the assembly ofthe scaffolding the team head shouldinspect all the material to be used anddefective material should never beused.

Introductory notes

ADAPT® MULTIDIRECTIONAL SYSTEM

The ADAPT® multidirectional system is galvanized and consists of vertical standardsjoined by horizontal and diagonal bars to form a rigid structure.All the elements are connected by means of the characteristic scaffolding nodes. Thisnode is formed by an 8-hole (coupling positions) 9 mm thick disc set 500 mm apart onthe vertical standards.

The ADAPT® system can be used in a wide range of projects: facade scaffolding, slabshoring, mobile towers, access stairways, roofs, stages and other applications involvingconstructions, industrial premises and event infrastructure.


2

3

ADAPT® TESTS

ADAPT®

In order to guarantee high standards of manufactured product quality, an update tostandards EN 12810 and EN 12811 was conducted in 1983, which replaced theprevious standard UNE 76 502: 1980 – HD1000: 1988 CEN.

A European standard approved by CEN on 04/09/2003.

This new standard replaces standard HD 1000 and is divided into 4 parts:

1 – Standard UNE-EN 12810-1 – facade

scaffolding with pre-fabricated components

- Part 1 - Equipment Specifications

2 – Standard UNE-EN 12810-2 - facade

scaffolding with pre-fabricated components

- Part 2 – Specific structural design

methods.

for temporary site works - Part 1 –

Behavioural requirements and general

design.

4 – Standard UNE-EN 12811-2 - Equipment

for temporary site works - Part 2 –

Information on materials.


LIST OF COMPONENTS

VERTICAL STANDARDS

CODE NAME WEIGHT (kg)

P0103010500G ADAPT® 0.5 m galv. standard 2,85

P0103011000G ADAPT® 1 m galv. standard 5,20





Manufactured in S235JR - EN10027 hot-dip galvanized steel with80µ of average thickness.The vertical standards consist of Ø48 x 3.2 mm tubes to whichdiscs are welded every 500 mm. These discs are 9 mm thick andfeature 8 holes, 4 of which are smaller to allow for the creation ofstraight angles and the remaining 4 to allow for any type of angle.These vertical standards feature a spigot to allow for verticalconnection to other standards.

Close-up of the disc

VERTICAL STANDARDS WITH NO SPIGOT


P0103020500GADAPT® 0.5 m galv. standard with no spigot

2,47

P0103021000GADAPT® 1 m galv. standard with no spigot

4,62

P0103021500GADAPT® 1.5 m galv. standard with no spigot

6,92

P0103022000GADAPT® 2 m galv. standard with no spigot

9,12

P0103022500GADAPT® 2.5 m galv. standard with nospigot

11,53

P0103023000GADAPT® 3 m galv. upright with no dowel

13,88

Manufactured in S235JR - EN10027 hot-dip galvanized steel with80µ of average thickness.

The vertical standards consist of Ø48 x 3.2 mm tubes to whichdiscs are welded every 500 mm. These discs are 9 mm thick andfeature 8 holes, 4 of which are smaller to allow for the creation ofstraight angles and the remaining 4 to allow for any type of angle.These vertical standards feature a spigot to allow for verticalconnection to other standards.


4

LIST OF COMPONENTS

HORIZONTAL BAR

Manufactured in S235JR - EN10027 hot-dip galvanized steel tubing with 80µ of averagethickness.The 0.75 m and 1 m bars are made from Ø48 x 3.2 mm diameter tubing. The remainingdimensions are made from Ø48 x 2.3 mm tubing with steel heads and bolts on the ends whichtogether form the coupling. Striking the bolt with a hammer forces the head against the verticalstandard tube, creating a rigid and safe node. Striking the inner side of the bolt in the oppositedirection will unlock the system. When used as protection bars they always comprise a structuralelement of the scaffolding.


5

CODE NAMEWEIGHT

(kg)

DISTANCE BETWEEN AXES

[mm]

P0103060450G ADAPT 0.45 m galv. bar 1,98 (mm)

P0103060732G ADAPT 0.75 m galv. bar 3,17 732

P0103061058G ADAPT 1.00 m galv. bar 4,35 1.058








Close-up of the coupling with a wedge

LIST OF COMPONENTS

REINFORCED BARS

Manufactured in S235JR - EN10027 Ø48 x 2.6 mm hot-dip galvanized steel tubing with 80µ ofaverage thickness.The flexural strength of these reinforced bars increases due to the structural reinforcement whichguarantees a greater load.


6

CODE NAMEWEIGHT

(kg)WHEELBASE

[mm]

P0103071058G ADAPT 1.00 m galv. reinforced bar 6,30 1.058








Close-up of the reinforcement

LIST OF COMPONENTS

DIAGONAL BRACINGS

Manufactured in S235JR - EN10027 hot-dip galvanized steel tubing with 80µ of averagethickness.The diagonal bracings are made from Ø48 x 2.3 mm tubing with articulated steel couplings withwedges at the ends.The diagonals bracings are always placed perpendicular to the ground.The purpose of the diagonal bracings is to guarantee the perpendicularity of the verticalstandards, for which horizontal bars need to be placed at the ends of the diagonal bracings.


7

CODE NAMEWEIGHT

(kg)L* – [mm]

P0103172073G ADAPT 0.75 x 2 m galv. diagonal bracing 8,74 2.123

P0103172181G ADAPT 1 x 2 m galv. diagonal bracing 9,15 2.231






P0103173057G ADAPT 2.5 x 2 m galv. diagonal bracing 12 3.107


P0103181596G ADAPT 0.75 x 1.5 m galv. diag. bracing 7,62 1.646

P0103181734G ADAPT 1 x 1.5 m galv. diagonal bracing 8,13 1.784


P0103181955G ADAPT 1.5 x 1.5 m galv. diagonal bracing 8,96 2.005




P0103182756G ADAPT 2.5 x 1.5 m galv. diagonal bracing 12 2.806


Close up of the coupling

* LENGTH OF THE DIAGONAL TUBE

LIST OF COMPONENTS

DIAGONAL BRACINGS

Manufactured in S235JR - EN10027 hot-dip galvanized steel tubing with 80µ of averagethickness. .The diagonal bracings are made from Ø48 x 2.3 mm tubing with articulated steel couplings withwedges at the ends.The diagonals bracings are always placed perpendicular to the ground.The purpose of the diagonal bracings is to guarantee the perpendicularity of the verticalstandards, for which horizontal bars need to be placed at the ends of the diagonal bracings.


8

CODE NAMEWEIGHT

(kg)L* – [mm]

P0103191138G ADAPT 0.75 x 1 m galv. diagonal bracing 5,9

P0103191325G ADAPT 1 x 1 m galv. diagonal bracing 6,6

P0103191430G ADAPT 1.25 x 1 m galv. diagonal bracing 7

P0103191604G ADAPT 1.5 x 1 m galv. diagona lbracing 7,65

P0103191870G ADAPT 1.75 x 1 m galv. diagonal bracing 8,64





P0103200739G ADAPT 0.75 x 0.5 m galv. diag. bracing 3,5

P0103202073G ADAPT 2 x 0.5 m galv. diagona lbracing 8,53

P0103202365G ADAPT 2.5 x 0.5 m galv. diagona lbracing 8,7

Close up of the coupling

* LENGTH OF THE DIAGONAL TUBE

LIST OF COMPONENTS

LATERAL SKIRTING BOARDS– HEIGHT OF 140 MM

A skirting board is a safety element the purpose of which is to prevent objects from falling fromplatforms. Depending in being lateral or front manufactured in 14 and 15 cm high and 3 cmthick wood. The ends of the board are fitted with two 4 mm thick metallic plates placedbetween the vertical standards and the horizontal bars on which the platforms rest.


9

CODE NAMEWEIGHT

(kg)

P0103250732 ADAPT 0.75 m lateral skirting board 1,72

P0103251058 ADAPT 1 m lateral skirting board 2,75




P0103251942 ADAPT 2 m lateral skirting board 3,97



P0103253000 ADAPT 3 m lateral skirting board 6

FRONT SKIRTING BOARDS– HEIGHT OF 150 MM

CODE NAMEWEIGHT

(kg)

P0103260732 ADAPT 0.75 m front skirting board 1,65

P0103261058 ADAPT 1 m front skirting board 2,2


P0103261442 ADAPT 1.5 m front skirting board 3






9

LIST OF COMPONENTS

LOAD BEAMS


10

GRAVEL PROTECTOR

CODE NAMEWEIGHT

(kg)

P0103291058G ADAPT 1 m galv. load beam 11,00

P0103291210G ADAPT 1.25 m galv. load beam (*) 11,70

P0103291442G ADAPT 1.5 m galv. load beam 13,00


P0103292500G ADAPT 2.5 m galv. load beam 22,60




P0103295826G ADAPT 6 m (2 + 2 + 2) galv. load beam (*) 62,10

P0103296000G ADAPT 6 m (3 + 3) galv. load beam 62,10

P0103900009G 380 mm galv. double spigot for load beams 0,93

CODE NAMEWEIGHT

(kg)

P0103332000G ADAPT 2m galv. gravel protector 7,32

P0103332001GADAPT 2m galv. gravel protector

(plate)7,32

10

LIST OF COMPONENTS

ASSEMBLY BRACKETS


11


P0103340435GADAPT 0.45m galv. assembly

bracket 5,6

P0103340732GADAPT 0.75 galv. assembly

bracket 8,4

P0103341058GADAPT 1 m galv. assembly

bracket 10,22

PLATFORM BRACKETS

CODE NAMEWEIGHT

(kg)

P0103350300GADAPT 0.3 m galv. platform bracket with

a pin3,72

P0103350600GADAPT 0.6 m galv. platform bracket with

a pin6,47

P0103355200GADAPT 0.32 m galv. simple platform

bracket 2,12

P0103355300GADAPT 0.3 m galv. simple platform

bracket 2,60

P0103360300GADAPT 0.3 m platform bracket with 2

coupling spigots*4,22





PLATFORM BRACKETS

CODE NAMEWEIGHT

(kg)

P0103380435GADAPT 0.45 m* bracket with a

coupling*3,50

P0103380732GADAPT 0.75 m bracket with a

coupling*4,80

LIST OF COMPONENTS

ADAPT INTERMEDIATE BAR BRACKET


12

CODE NAMEWEIGHT

(kg)

P0103385300G Adapt Intermediate bracket for 0.3 m galv. bar 4,60

P0103385732G Adapt intermediate bracket for 0.75 m galv. bar 8,40

ADAPTERS

CODE NAMEWEIGHT

(kg)

P0103400100G ADAPT 100 mm galv. adapter 1,42

BASE COLLAR (VERTICAL FRAME)

CODE NAMEWEIGHT

(kg)

P0103390001G Base collar ADAPT galv. 1,60

DEFINITIVE ASSEMBLY SAFETY RAILINGS

CODE NAMEWEIGHT

(Kg)

P0103420732G 0.75 m galv. def. assembly safety railing 7,50

P0103421058G 1 m galv. def. assembly safety railing 9,40





LIST OF COMPONENTS

CONNECTING TUBES


13


P0101020500G 0.50 m galv. connecting tube 1,63

P0101021000G 1 m galv. connecting tube 3,25

P0101021500G 1.5 m galv. connecting tube 4,90






PARALLEL BEAMS


P0101042300G 2.3 m galv. parallel beam 15,00






600 MM ALUMINIUM / CP SERVICE PLATFORMS


P01016319422 x 0.6 m aluminium / cpservice platform

22,00

P01016325002.5 x 0.6 m aluminium / cpservice platform

25,40

P01016330003 x 0.6 m aluminium / cpservice platform

29,60

N524L5350h0021002100 x 350 x 43 mmaluminium stairway

2,60

LIST OF COMPONENTS

SCAFFOLDING FIXING


14

CODE NAMEWEIGHT

(kg)

P0101050450G 450 x 20 mm galv. scaffolding fixing 2,00



ADJUSTABLE JACKS

CODE NAMEWEIGHT

(kg)

P0101060500G 0.5 m galv. adjustable jack 2,65

P0101060800G 0.8 m galv. adjustable jack 3,56

ROTATING ADJUSTABLE JACKS

CODE NAMEWEIGHT

(kg)

P0101070500G 0.5 m galv. rotating adjustable jack 3,44

P0101070800G 0.8 m galv. rotating adjustable jack 4,16

BASE PLATES

CODE NAMEWEIGHT

(kg)

P0101030150G 150 mm galv. base plate 0,95

P0101030160G 160 mm galv. base plate 0,95

SAFETY BOLTS

CODE NAMEWEIGHT

(kg)

N470610500080000 50 Zn safety bolt 0,10

BASE JACK FIXING

CODE NAMEWEIGHT

(kg)

P0103990006G ADAPT galv. base jack fixing 2,10

LIST OF COMPONENTS

300 MM STANDARD STEEL PLATFORMS


15

CODE NAMEWEIGHT

(kg)

P0101560732G ADAPT 0.75 x 0.3 m galv. metallic platform 6,30

P0101501058G 1 x 0.3 m galv. metallic platform 8,80

P0101501442G 1.5 x 0.3 m galv. metallic platform 11,00




200 MM STANDARD STEEL PLATFORMS

CODE NAMEWEIGHT

(kg)

P0101520732G ADAPT 0.75 x 0.2 m galv. metallic platform 5,15






OFFSET PLATFORMS

CODE NAMEWEIGHT

(kg)

P0101671058G 1 x 0.15 m galv. offset platform 5,00

P0101671442G 1.5 x 0.15 m galv. offset platform 7,05


P0101672500G 2.5 x 0.15 m galv. offset platform 12,75


LIST OF COMPONENTS

200 MM METALLIC BOARDS


16

CODE NAMEWEIGHT

(kg)

P0101681000G 1 x 0.20 m metallic board 5,80

P0101681500G 1.5 x 0.20 m metallic board 8,45

P0101682000G 2 x 0.20 m metallic board 11,21

P0101682500G 2.5 x 0.20 m metallic board 13,90

PULLEY BRACKET

CODE NAMEWEIGHT

(kg)

P0101140600G 600 mm galv. pulley bracket 11,50

N501003000o50300 Pulley - CARRUCOLA K50 - Veronil 4,40

VERTICAL LADDER STAIRWAY

CODE NAMEWEIGHT

(kg)

P0101183000G 3000 x 350 mm galv. vertical ladder stairway 18,75

P0101189350G 350 mm galv. ladder stairway bracket 2,00

Rod. Fr 2,5m

Barra 2,5m

Pru

mo

3m

Pru

mo

3m

Barra 2,5m

Barra 2,5m

Barra 2,5m

Rod. Fr 2,5m

Barra 2,5m

Pru

mo

3m

Pru

mo

3m

Barra 2,5m

Barra 2,5m

Barra 2,5m

Used mainly in areaswhich are too narrow toplace a hatch platform.

SAFETY


17

ASSEMBLY AND DISASSEMBLY OF THE EQUIPMENT

Prior procedures

This manual provides the necessary information on the correct use of the ADAPT®

multidirectional system scaffolding in accordance with the principles set forth instandard EN 12810-EN12811.

Works data

Establish the purpose for which the scaffolding is to be used. The scaffolding should becapable of being adapted to the use in question. As such, we need to be aware of allthe data and elements which might in some way influence the assembly of theequipment. Hence, the following data needs to be taken into account:

• The loads involved;• The configuration of the building;• Interferences in the length and height;• The type of work to be conducted on the scaffolding;• The ground load capacity;• Special protection equipment:• Lower area support structures;• Access to the work site;• And areas for loading and unloading material.

Collective safety and protection:

INTRODUCTORY NOTE: Regardless of the regulations referred to in this manual, allthe collective safety requirements in force, common sense and responsibility in theexecution of the work should be complied with at all times. This safety regulations may,for example, involve protection nets, signage, pedestrian detours, etc.The project manager or the entity entrusted with the management of the same isresponsible for the implementation of these regulations

SAFETY


18

• Installation of a fence in the area inwhich the equipment is to be unloaded24 hours prior to the arrival of the same;

• Inform the community in the vicinity ofthe worksite about the installation of theequipment and notify of the precautionsto be taken when necessary;

• Notify those in charge of thecommercial areas in the vicinity of theinstallation of the equipment, of the timeforecast for the equipment to enter intoservice and of the precautions to betaken when necessary;

• All material should be storedselectively (grouped in families);

• The loading, unloading and transportand the palletizing area should besigned as a means of protectingpedestrian walkways;

• Prior to commencing the assembly ofthe scaffolding the team head shouldinspect all the material to be used anddefective material should never beused.

Safety regulations and tips:

As a rule, we recommend checking:

• The condition of welded parts;

• The existence of obstacles hampering or impeding the assembly of the equipment.

Checking by parts:

ADJUSTABLE JACKS The nut should slide freely;

HEADS

Should be completely free of any incrustations

hampering or impeding the full insertion of the same

into the nodes (discs or other element);

WORK AND STAIRWAY PLATFORMS

Should feature:

• 4 handholds;

• 2 safety bolts;

• 2 stabilising “clips”.

SPIGOTS Should be in perfect working order;

MONTANTES The “couplings” should be in perfect working order.

SAFETY


19

• The personnel in charge of the assembly procedure need to be trained and complywith all the safety regulations;

• All assembly personnel should be submitted to an initial medical examination andregular annual check-ups to guarantee the physical capacity for the work to beexecuted;

• Only personnel who have been authorised by the management of the companyentrusted with the installment may access the scaffolding during the assembly phase,thereby preventing the same from being used by third parties prior to the assemblybeing concluded.

Personal Protection Equipment

The basic individual protection equipment used in the assembly of the scaffoldingcomprises:

• A safety helmet;• Safety footwear;• A double cable safety belt (vest);• Protective goggles;• Work clothing;• A safety harness.

Other types of IPE to be used depending on the type of work, the conditions of the areain which the scaffolding is to be used and/or those determining the risk assessment orsafety plans are, for example:

• Protective gloves;• Earmuffs;• And a protective mask.

N.B: Personnel working at heights of over 2 meters are required to use a safety belt(harness) whenever the collective protection measures to prevent falls do not exist.

SAFETY


20

Assembly teams:

• A minimum of 3 specialised personnel are required to assemble the scaffolding in thecorrect manner;

• The assembly process is conducted with 2 workers assigned to assembling the entirescaffolding in the correct manner;

• Assembly and disassembly is executed in accordance with the NOR48 and ADAPTmodel (existing assembly manuals);

• The assembly instructions set forth in the in the ASSEMBLY MANUAL are inaccordance with standard UNE 12810 dated June 2005;

• In a simple and abridged form the ASSEMBLY MANUAL provides the technicalinformation required to assemble the scaffolding, in addition to the procedures to befollowed to eliminate or reduce incidents;

• The quality of the equipment is endorsed by product certification and the QualitySystem (AENOR). AENOR registered company certificate Nº ER-1370/2000 andAENOR product approval certificate Nº A34/000015;

• The assembly of the NOR 48 and ADAPT® multidirectional modular scaffoldingsystems should take into account the aforementioned technical instructions in order tocreate a stable and safe structure which facilitates the work of the users, as well asallowing for a rapid disassembly.


21

SAFETY

SAFETY HARNESSES

Harnesses shouldbe inspectedbefore use!

SAFETY

HARNESSES AND LIFELINES

In order to guarantee safety when using ADAPT® equipment, the parts are tested for adynamic load situation, whereby the elements of the ADAPT® system used to fix thesafety harness bear a load of 1000 kg (this load may permanently deform this element,but will not break it).

NOTE OF USE:

THE HARNESS MAY BE ATTACHED TO THE FOLLOWING ELEMENTS

ADAPT ® BAR THE HIGHEST POINT AVAILABLE (WHERE THE BAR IS FIXED TO THE 2 ENDS);

ADAPT® VERTICAL STANDARD ANYWHERE ON THE STANDARD EITHER ON THE TUBE OR OR DIRECTLY ON THE DISCS


22


23

ADAPT® ASSEMBLY PROCEDURE - STANDARD

STEP BY STEP



24

STEP 1INSTALLATION OF THEADJUSTABLE JACKS ANDRESPECTIVE BASEL COLLAR(OPTIONAL)

NOTE: Depending on the type ofground the use of load distributionsleepers may be necessary.Fig. 1)

Fig. 1)

STEP 2CONNECTING THE BASE COLLARWITH HORIZONTAL BARS.IN THE 1ST MODULE THISCONNECTION MUST BE CLOSED,OR IN OTHER WORDS, ALL THENODES NEED TO BE CONNECTED.FINALLY, THE GROUND LEVELAUXILIARY PLATFORMS(OPTIONAL) ARE PLACED INPOSITION.

NOTE: This assembly should beconducted through with theassistance of one level.NOTE 2: Whenever metallicplatforms are used care should betaken to close the safety latch.(Fig. 2)

Fig. 2)

STEP 3INSTALLATION OF THE FIRSTVERTICAL STANDARDS, ASSEMBLYOF THE LEVEL 1 GUARDRAIL(OPTIONAL), ASSEMBLY OF THEDIAGONAL BRACING AND LINE ANDINSTALLATION OF THE LEVEL 1BARS.

NOTE: Whenever metallicplatforms are used care should betaken to close the safety latch.(Fig. 2)



25

STEP 4INSTALLATION OF THE LEVEL 1 PLATFORMS.

STEP 5INSTALLATION OF THE ADAPT ASSEMBLYGUARDRAILS

2.

3.

1.

NOTE: When assembling the upperlevels the guardrails are moved in 2-meter steps. The extensible bar can bemoved at heights with ease.



26

STEP 8ASSEMBLY OF THE UPPER LEVELS.

STEP 6ASSEMBLY OF THEPERMANENT GUARDRAILS.

NOTE: Prior to climbing up andassembling the upper levels thescaffolding should be fixed tothe structure alongside which itis assembled.

(SEE THE FIXINGS PLAN IN THISMANUAL)

STEP 7INSTALLATION OF THE SKIRTING BOARDS.



27

FINAL APPEARANCE OF THE SCAFFOLDING


28

ADAPT® ASSEMBLY PROCEDURE - DEFINITIVE G.C.

STEP BY STEP


29


STEP 1INSTALLATION OF THEADJUSTABLE JACKS ANDRESPECTIVE BASEL COLLAR(OPTIONAL)

NOTE: Use load distributingelements on the ground ifnecessary (Fig.1)

STEP 2ASSEMBLY OF THE GROUNDLEVEL BARS AND INSTALLTIONOF THE LEVEL 1 PLATFORMS(OPTIONAL)

NOTE: This phase should beassisted by one level in order toguarantee the upper levels areassembled in the correct manner.NOTE 2: Close the safety latchonce the platforms have beeninstalled (Fig2)

STEP 3ASSEMBLY OF THE FIRSTVERTICAL STANDARDS,FOLLOWED BY THE LEVEL 1HORIZONTAL BARSGROUND LEVEL RAILINGS MAYBE INSTALLED IN THIS PHASE(OPTIONAL).

(Fig. 1)

(Fig. 2)


30


STEP 4INSTALLATION OF THE LEVEL 1 PLATFORMS.

STEP 5ASSEMBLY OF THE DEFINITIVEGUARDRAILS (THIS OPERATION ISCONDUCTED FROM GROUNDLEVEL) WITH NO NEED TO CLIMBUP TO LEVEL 1) FOLLOWED BY THEASSEMBLY OF THE DIAGONALBRACING.NOTE: Prior to climbing up andassembling the upper levels thescaffolding should be fixed to thestructure alongside which it isassembled.

(SEE THE FIXINGS PLAN IN THIS MANUAL)

STEP 6INSTALLATION OF THE SKIRTING BOARDS.


31


STEP 7ASSEMBLY OF THE UPPER LEVELS.

FINAL APPEARANCE OF THE ASSEMBLY


32

ASSEMBLY OF THE ANGULAR PLATFORM

CIRCULAR SCAFFOLDING


33


STEP 1ASSEMBLY OF THEADJACENTSCAFFOLDING BASEMODULES.

STEP 2INSTALLATION OF THELEVEL 0 OFFSETPLATFORM.

STEP 3ADJUSTMENT OF THEPOSITION OF THEMODULES FOLLOWEDBY THE LEVELLING OFTHE STRUCTURE

STEP 4REPETITION OF FIRSTTHE 4 POINTS.INSTALLATION OF THEREMAINING GROUNDSTRUCTURE PRIOR TOASSEMBLING THE OTHERLEVELS AND THELEVELING OF THE SAME.

STEP 5ASSEMBLY OF THELEVEL 1 SCAFFOLDINGMODULES (THISASSEMBLY PROCEDUREIS EXPLAINED IN THETECHNICAL MANUAL FORSTANDARDSCAFFOLDING ORDEFINITIVE GC)


34


STEP 6

INSTALLATION OF THE LEVEL 1OFFSET PLATFORM.

STEP 7

INSTALLATION OF THEDEFINITIVE LEVEL 1GUARDRAILS

NOTE: This equipment isassembled as from level 0.

STEP 8

ASSEMBLY OF THE REMAININGSCAFFOLDING MODULES (THISASSEMBLY PROCEDURE ISEXPLAINED IN THE TECHNICALMANUAL FOR STANDARDSCAFFOLDING OR DEFINITIVEGC)

STEP 9

OPTIONAL - IN SITUATIONSWHERE INTERIOR PROTECTIONIS REQUIRED EXTENSIBLE BARSSHOULD BE ASSEMBLED IN THEINTERIOR (USING A HARNESS).


35

ASSEMBLY OF A CONSOLE



36


STEP 1PRE-ASSEMBLE A DIAGONAL, AREINFORCED BAR AND A INICIADOR.

NOTE: 2 units symmetrical to oneanother.

STEP 2INSTALL THE PRE-ASSEBLED EQUIPMENTSPECIFIED IN STEP 1 ON THE LEVEL IN QUESTION.THIS ASSEMBLY PROCEDURE IS CONDUCTED BYTWO PEOPLE (WEARING A HARNESS) WORKING ONTHE PLATFORM ON THE LEVEL IN QUESTION.

NOTE: The base structure should be fixed to theinverse face to where the console is assembled with 2fixings placed 2 meters above the level of theconsole.NOTE 2: A 1.5 x 6 KN counterweight should beinstalled at the base of the tower if it provesimpossible to fix the base structure.

STEP 3INSTALLATION OFTHE PLATFORMS INORDER


37


STEP 4INSTALLATION OF 1-METER VERTICALSTANDARDS ON THE STARTERS ANDSAFETY BOLTS FOLLOWED BY THE SAFETYBARS.

STEP 5INSTALLATION OF THESKIRTING BOARDS.


38


LOAD CAPACITY ON SCAFFOLDING CONSOLES

LOAD - P -DISTRIBUTED

LOAD – P – 6 KN – DISTRIBUTED BY PLATFORM LEVEL

NOTE: This load requires the installation offixings 2 meters above the platform to beloaded.NOTE 2: The fixings may be replaced by a 9KN counterweight on the lower platform level,but only in the case of a console level.In specific situation, in addition to a structural checka stability check should be conducted using themoment equation.

THESE FIXINGS CAN BE ASSEMBLED ON AMAXIMUM OF 5 LEVELS.IN RELATION TO CONSOLES THEY MAY BEFULLY LOADED ON A MAXIMUM OF 3 LEVELS.

ASSEMBLY OF A WORK PLATFORM -ROOFS


39


STEP 1

INSTALLATION OFOF THE ADJUSTABLEJACKS AND INICIADORES(OPTIONAL)

STEP 2

ASSEMBLY OF THE LEVEL1 HORIZONTAL BARS

HORIZONTAISDE PRIMEIRO NÍVEL.

STEP 3

INSTALLATION OF THEVERTICAL STANDARDS,ASSEMBLY OF THEAUXILIARY PLATFORMSDOS PRUMOS,MONTAGEMDAS PLATAFOMASAUXILIARES.

STEP 4

ASSEMBLY OFTHE LEVEL 1 HORIZONTALBARS (AT A HEIGHT OF 2METERS)

ALTERNATIVELY, LEVEL 1PROTECTION BARS MAYBE INSTALLED AT AHEIGHT OF 1 METER

COLOCAR BARRAS DEPROTEÇÃO AO NÍVELDE 1M DE ALTURA.


40



41

STEP 5

REMOVAL OF THE GROUNDLEVEL AUXILIARYPLATFORMS AND THEINSTALLATION OF THE SAME2 METERS ABOVE.

STEP 6

ASSEMBLY OF THEPERIPHERAL HORIZONTALPROTECTION BARS, WHICHMAY BE REMOVED WHENTHE UPPER LEVELS AREASSEMBLED.

STEP 7

ASSEMBLY OF THE UPPERLEVELS,WHEREBY IT SHOULD BEPOINTED OUT THAT THEBARS USED ON THEMETALLIC PLATFORMSUPPORT OR WORK LEVELSHOULD BE REINFORCED(FOR BARS LONGER THAN1.5 METERS).



42

STEP 8

INSTALLATION OF THE SKIRTING BOARDS.

FINAL APPEARANCE OF THE ASSEMBLY

NOTE: These structures may only be fully loaded when the final platformlevel is in place.

SPECIFIC SITUATIONS


43

OPERATIONS USING A CRANE

To fix the adjustable jacks we require:• The base jack fixing.

To move ADAPT structures we are required to:• Bolt the vertical standards using the safety bolt;

USE ON UNEVEN GROUND

For assembly on uneven ground we recommend:

• The assembly is started at the highest point;

• The maximum capacity of the adjustable jacks should not be surpassed and, ifnecessary, the adjustable jack may be fixed with the connecting tube or screwed intothe ground (when possible).

SPECIFIC SITUATIONS


44

SOLUTIONS FOR CORNERS(0

.75)

(0.75)

(2.0)

1210

(0.75)

732

(0.75)

732

(2,0

)

1942 (2,0)

1942

732

732

732

(0.75)

1210

(0.75)

732

(0.75)

1942

(2,0)1942

(2,0

)

2.268

(2.25)

732

(0.75)

732

(0.7

5)

(0.75)

732

(0.75)

732 2.268

(2.25)

2.500

(0.75)

732

(0.7

5)

1.768

(1.75)

732

(0.75)

2.500

(2.5)

732

(1.7

5)

1.76

8

(2.5)

732

(0.75)

(0.75)

732

732

(0.75)

732

(0.7

5)

(0.75)

732

1942

(2,0)

(0.75)

732

1942

(2,0

)

(2,0

)

1942 (2,0)

1942(0.75)

732

732

(0.75)

732

(0.7

5)

(0.75)

732

2.500

(2.5)

(0.75)

732

(1.7

5)

1.76

8

(0.75)

732

2.50

0

(2.5

)

2.500

(2.5)

(0.7

5)

732

(1.75)

1.768

(2.5)

2.500

(0.75)

732

(0.75)

732

732

(0.75)

(2.5

)

2.50

0

(0.75)

732

1.768

(1.7

5)

(2,0

)

1942

732

1210

(1.25)(0

.75)

(2,0)

1942

732

(0.75)

(2,0)

1942

732

(0.75)

(0.75)

732

1942

(0.75)

732

(2,0

)

(0.75)

732

(1.25)

1210(1.75)

1.768

732

(0.75)

(1.75)

1.768 732

(0.75)

732

(0.7

5)

(0.75)

732

732

(0.75)

1.768

(1.75)

2.500

(2.5)

2.50

0

(2.5

)

(0.75)

732

(0.75)

732

(2.5

)

2.50

0 (2.5)

2.500

732

(0.75)

(3.0

)

3.00

0 (3.0)

3.000

732

(2,25)

2.268

(0.7

5)

(0.75)

732

3.000(3.0) (0.75)

732

(0.75)

732

732

(0.75)

2.268

(2,25)

(3.0

)

3.00

0

(0.75)

732

2.500

(2.5)

2.50

0

(2.5

)

(0.75)

732

(1.75)

1.768

(2.5)

2.500

(0.75)

732

(0.7

5)

732

SPECIFIC SITUATIONS


45

1058(1,0)

2.500(2.5)

(2.5

)

2.50

0

(1,5)

1442(1,0)

1058

1058

(2.5)

2.500

(1,0)

3.000

(1,0)

1058

(3.0

) (3.0)3.00

0

1942

(1,0)

1058

(2,0)

3.000(3.0)

1058

1058(1,0)

(1,0)

732

(0.7

5)

(0.75)

732

(0.75)

732

2.268

(2.25)

(0.75)

732

3.000(3.0)

3.00

0(3

.0)

3.00

0(3

.0)

1058(1,0)

CONNECTING CORNERS WITH NO STANDARD VERTICAL STANDARD

OR

OR

An Adapt double coupling or avertical standard connector maybe used to connect verticalstandards.

A half clamp with a coupling or avertical standard-bar connectormay be used to connect verticalstandards and horizontal bars.

FIXING SYSTEM – STANDARD ASSEMBLY


46

The scaffolding fixings are directly proportional to their load capacity in accordance withthe height of the same.

In accordance with European standards UNE EN 12810 and UNE 12811, severaldifferent finite element calculations were conducted resulting in a user-friendly table forstandard assembly, rendering specific structural calculations for each scaffolding heightunnecessary.

A standard assembly is regarded as any facade featuring pedestrian walkways, gravelprotection, garage walkways or consoles.

Above 65 metres scaffolding vertical standards need to be reinforced with connectingtubes fixed every 2 metres and connected with spigots (see the diagram on page 2)

TYPE 1 - 1/6 m² 1 fixing for

each node.

TYPE 2 – 1/12 m²

- 1 fixing for each node, every 4

metres in height.

TYPE 3 - 1/12 m²

alternate fixings every 2 modules every 4 metres in

height

TYPE 4 - 1/24 m²

alternate fixings every 2 modules every 8 metres in

height

HEIGHT

[m]

0-25 25-41 41-51 51-65 > 65 *

NEW

CONSTRUCTION

WITH A

NET

TYPE 4 TYPE 2

or 3

TYPE 2

or 3

TYPE 1 TYPE 1

WITHOUT

A NET

TYPE 4 TYPE 4 TYPE 2

or 3

TYPE 2

or 3

TYPE 1

REPAIR

RESTORATION

WITH A

NET

TYPE 4 TYPE 2

or 3

TIYPE2

or 3

TYPE 1 TYPE 1

WITHOUT

A NET

TYPE 4 TYPE 4 TYPE2

or 3

TYPE 2

or 3

TYPE 1

22

3 3

22

H

3 3

22

3 3

22

3 3


STANDARD ASSEMBLY

Pru

mo

2m

Barra 2,5m

Barra 2,5m

Barra 2,5m

Rod. Lat 2,5m

Rod. Lat 2,5m

Pru

mo

2m

Barra 2,5m

Barra 2,5m

Barra 2,5m

Barra 2,5m

Rod. Lat 2,5m

Rod. Lat 2,5m

Barra 2,5m

Pru

mo

2m

Barra 2,5m

Barra 2,5m

Rod. Lat 2,5m

Pru

mo

2m

Barra 2,5m

Barra 2,5m

Rod. Lat 2,5m

Barra 2,5m

Barra 2,5m

Barra 2,5m

Barra 2,5m

Barra 2,5m

Barra 2,5m

Pru

mo

2m

Pru

mo

2mP

rum

o 3

m

Pru

mo

3m

Pru

mo

3m

Barra 2,5m Barra 2,5m

Pru

mo

2m

Pru

mo

2m

Pru

mo

2m

Pru

mo

2m

AD A

P T

Barra 0,75m

AD A

P T

Barra 0,75m

ADAP

T

Barra 0,75m

ADAP

T

Barra 0,75m

ADAP T

Barra 0,75m

AD A

P T

Barra 0,75m

Pru

mo

2m

ADAP

T

Barra 0,75m

Pru

mo

2m

Pru

mo

2m

Pru

mo

2m

Pru

mo

2m

AD A

P T

Barra 0,75m

ADAP

T

Barra 0,75m

AD A

PT

Barra 0,75m

ADAP

T

Barra 0,75m

AD A

P T

Barra 0,75m

ADAP

T

Barra 0,75m

AD A

PT

Barra 0,75m

Pru

mo

3m

Pru

mo

3m

Pru

mo

3m

AD A

PT

Barra 0,75m

ADAP

T

Barra 0,75m

Rod. lat 0,75

Rod. lat 0,75

Rod. lat 0,75

FIXING SITUATIONS


47



48

SCAFFOLDING REINFORCEMENT FROM 65 TO 110 METRES

Pru

mo

2m

ADAP

T

Barra 0,75m

Pru

mo

2m

Pru

mo

2m

Pru

mo

2m

Pru

mo

2m

ADAP

T

Barra 0,75m

ADAP

T

Barra 0,75m

ADAP

T

Barra 0,75m

Pru

mo

3m

vertical standard connector

48 x 3.2 mm diameter connecting tubes connected with a spigot

Co

nn

ecti

ng

tu

be u

p t

o 1

/3 o

f th

e

heig

ht

110 >

Heig

ht

> 6

5 m

PERMISSIBLE LOADS ON THE PLATFORMS (0.3 m and 0.2 m in width)

PERMISSIBLE LOADS

NOTE: 1 kN ≃ 100 KG

49

Commercial Measure [m]

Length (l) (between axes)

[mm]

LOAD [KN/m2]

Scaffolding class

(EU)

0,75 732 6,0 6

1,00 1058 6,0 6

1,250 1210 6,0 6

1,50 1440 6,0 6

1,75 1770 6,0 6

2,00 1944 6,0 6

2,25 2270 4,5 5

2,50 2500 4,5 5

3,00 3000 3,0 4

Comm.Size [m]

Length (l) (between

axes) [mm]

LOAD [KN/m2]

Scaffolding class

(EU)

2,00 1944 2,0 3

2,50 2500 2,0 3

3,00 3000 2,0 3

PERMISSIBLE LOADS ON THE SERVICE PLATFORMS

L

C (0,2-0,3)

L

NOTE: below 2,25m platform, AENOR doesn’t sanction this scaffolding class


PERMISSIBLE LOADS ON BARS (normal)

AXIAL LOADS ON THE VERTICAL STANDARDS

PERMISSIBLE LOADS

L L

L [m] LOAD [KN/m]

0,75 191,00 9,51,21 7,51,44 4,51,77 31,94 2,52,27 1,42,50 1,13,00 0,7

L [m] LOAD [KN]

0,75 81,00 51,21 51,44 3,81,77 2,71,94 2,22,27 1,82,50 1,53,00 1,1

[A] 1.0m 4500 daN[A] 1.5m 3500 daN[A] 2.0m 2200 daN[A] 2.5m 1600 daN[A] 3.0m 1100 daN

NOTE:Discs adjacent to spigots must have ahorizontal bar.And the first and last discs require a barand a diagonal bracing

50



PERMISSIBLE LOADS

27

PERMISSIBLE LOADS ON REINFORCED BARS (standard and for stages)

L L

L [m] LOAD [KN/m]

1.0 10,0

1,5 5,3

2,0 3,5

2,5 2,4

3,0 1,7

L [m] LOAD [KN]

1.0 10

1,5 8

2,0 7

2,5 6

3,0 5

ASSEMBLY BRACKETS

6 kN 4.5 kN

5 kN 3.5 kN

L [m] LOAD [KN]

0,5 52

0,8 35

L [m] LOAD [KN]

0,5 45

0,8 30

ADJUSTABLE JACKS

STANDARD

ARTICULATED


ADAPT ® MULTIDIRECTIONAL SYSTEM · TOWERS · ASSEMBLY MANUAL · VERSION 1

PERMISSIBLE LOADS

51

CONCENTRATED LOAD ON LATTICE BEAMS (normal and for stages)

L

L [m]LOAD [KN]

1,5 31

2,0 29

2,5 27

3,0 26

4,0 24

4,5 23,5

5,0 23

6,0 22

DISTRIBUTED LOAD ON LATTICE BEAMS (standard and for stages)

L

L [m]

LOAD [KN/m]

1,5 20,6

2,0 14,5

2,5 10,8

3,0 8,6

4,0 6,4

4,5 5,2

5,0 4,6

6,0 3,6

NOTE: 1kN ≃ 100 KG


PERMISSIBLE LOADS

ADAP

T

ADAP

T

ADAP

T

ADAP

T

ADAPT

Diagonal

[bXh]

LOAD

[KN]

0.75 x 2 -13,11 x 2 -11,2

1.5 x 2 -9,22 x 2 -7,2

2.5 x 2 -5,23 x 2 -4,8

52




WARNINGS

THE INFORMATION CONTAINED IN THIS MANUAL MAY BE ALTERED WITH NO

ADVANCE WARNING.

i

WARNING

THE INFORMATION CONTAINED IN THIS MANUAL IS ONLY VALID FOR PRODUCTS MANUFACTURED / MARKETED BY GRUPO

METALUSA.THE USE OF EQUIPMENT FROM OTHER ENTITIES

RENDERS THE INFORMATION CONTAINED IN THIS MANUAL INVALID.

SAFETY AND REGULATIONS

THE USER IS RESPONSIBLE FOR THE CORRECT USE OF THE EQUIPMENT IN ACCORDANCE WITH THE REGULATIONS AND

LEGISLATION IN FORCE, CHECKING THE CONDITIONS OF USE OF THE SAME AND ENSURING THE IMPLEMENTATION OF THE SAFETY

REGULATIONS IN ALL CIRCUMSTANCES. .

54

Address: Tegelbruket 130694 91 Hallsberg

Tel: +46 582 – 153 55

info@cdfsverige,sewww.cdfsverige.se

Documents

Adapt Monteringsmanual 2018-11-09 · The ADAPT ® system can be used in a wide range of projects: facade scaffolding, slab shoring, mobile towers, access stairways, roofs, stages