manualshive.com logo in svg

Ulma PLATFORM KSP, Руководство пользователя

Поделиться
Скачать
Ulma PLATFORM KSP Скачать руководство пользователя страница 39

 

39 

 
 

KSP SHAFT PLATFORM 

The next step of the calculation is the reaction verification:  
 

kN

l

q

R

75

.

22

2

5

.

3

*

13

2

*

=

=

=

 

 

A 10 Mpa concrete would be valid. 

 

 
 

 

This document only refers to the main beams and their supporting. Board and secondary beams 
have to be calculated by the user. This calculation is not included here. 

Содержание PLATFORM KSP

Страница 1: ...USER GUIDE PLATFORM KSP SHAFT INTERNAL FORMWORK...

Страница 2: ...f the product are approximate Our equipment is designed to work with accessories and parts produced by our company only Combining such equipment with other brands is not only dangerous without having...

Страница 3: ...S POSITIONING 18 3 5 FORMWORK PANEL PLUMBING 19 3 6 LIFTING 19 4 SOLUTIONS 21 4 1 MAIN PLATFORM SUPPORTS 21 4 2 CONE RECOVERY PLATFORM 24 4 3 ADJUSTABLE SLAB SUPPORT 25 5 FEATURES 26 5 1 MAIN PLATFORM...

Страница 4: ...ity pawl bracket and the different ULMA walers it is possible to cover a wide range of spans in this kind of internal hollows The KPS platform is mainly used with the standard climbing brackets on the...

Страница 5: ...WALER DU 100 2 WALER DU 100 2 5 WALER DU 100 3 WALER DU 100 3 75 WALER DU 100 5 WALER DU 100 6 Black painted DU 120 WALERS 0111070 0111100 0111150 0111200 0111250 0111300 0111350 0111400 0111450 0111...

Страница 6: ...BEAM VM20 2 1 TIMBER BEAM VM20 2 45 TIMBER BEAM VM20 2 65 TIMBER BEAM VM20 2 9 TIMBER BEAM A VM20 3 3 TIMBER BEAM VM20 3 6 TIMBER BEAM VM20 3 9 TIMBER BEAM VM20 4 5 TIMBER BEAM VM20 4 9 TIMBER BEAM VM...

Страница 7: ...4 8 PUSH PULL PROP 5 6 Yellow painted LADDER 0333010 1 6 LADDER FIXER Yellow painted 0333008 0333009 19 6 27 1 LADDER C2 1 LADDER C3 Yellow painted Code Weight kg Name 0333011 1 6 LADDER HANGER Black...

Страница 8: ...E SCREW JACK TR53X6 350 BUSHING D40 d20 L47 Black painted Zinc coated Code Weight kg Name 0242483 1901080 0 38 1 BOLT M24X80 DIN 933 10 9 CONE DW 15 M24 Bichromate coated 0230104 0230014 0230019 02300...

Страница 9: ...the platform according to the different internal hollows dimensions 2 2 4 Adjustable slab bracket 0306059 It is used in those cases where one side of the platform is supported on an existing slab 2 2...

Страница 10: ...to plumb and level the ENKOFORM panels assembled with VM timber beams It is formed by one support attached to one of the timber beams by means of the incorporated bolts Maximum regulation height 270...

Страница 11: ...er waler 500 mm adjustment is achieved Taking into account that a waler length every 500 mm is available almost all dimensions can be obtained The Adjustable Bracket provides a maximum adjustment of 2...

Страница 12: ...are positioned secondary beams are fixed on them using the RVM20 2T clamp The beams placed on the gravity pawls are directly screwed to them using screws 5x30 screw detail A HM beams If HM beams are...

Страница 13: ...es it is necessary to install perimeter protections handrails It is convenient to install the handrail support while assembling the beams and before covering them with the board Once the VM handrail s...

Страница 14: ...be inserted in the shaft until the hollow made by the Box Out The cords must be cut in that moment Once the cords are cut the pawls will go to their final position by gravity influence The platform h...

Страница 15: ...platform on the Folding brackets 3 3 CONE RECOVERY PLATFORM Once the second wall step poured a lower platform may be necessary to recover the material left behind or to do additional jobs 3 3 1 Walers...

Страница 16: ...best option is to preassemble BRIO HEAD DU on the main and cone recovery platforms Once the platform is lifted BRIO standards can be assembled BRIO HEAD DU are fixed to the walers by means of pins E2...

Страница 17: ...60130 push pull prop 2 15 2 75 1960125 push pull prop 2 7 3 3 1960410 push pull prop 3 2 5 4 The push pull props E are fixed to the waler by means of E20x70 pins Connection by DW15 tie rods Plate wash...

Страница 18: ...each gang There are 4 different types of jacks depending on formwork type all of them are driven by a 24 wrench Levelling jack TR35x5 HM Levelling jack TR35x5 VM Levelling jack TR35x5 ORMA Waler verti...

Страница 19: ...le lifting the set This bracing is normally done by two horizontal and one diagonal push pull props fixed on the bottom and top The usual bracing way is with two of these push pull prop sets per gang...

Страница 20: ...use an additional LIFTING RING A16 The connection to the vertical waler is done in the same way but in this case if the vertical waler adjustment element is also used one of the D40 d20 L47 collars c...

Страница 21: ...ition when meeting the next cavity b Finally the platform is lowered and left resting on the concrete cavities c a b c For fair face concrete making cavities in the wall may not be accepted The box ou...

Страница 22: ...n be recovered without totally stripping the formwork off the wall It facilitates the set s lifting works because only a few mm gap to is required The box is stopped by the inner plywood face and fixe...

Страница 23: ...the wall the formwork set can be moved and lifted Once the formwork set is lifted for next pouring the box used in the previous pouring can be recovered from the cone recovering platform with the shor...

Страница 24: ...mm A bigger gap would be even better in order to leave more space for fixing the folding brackets on the wall 4 2 CONE RECOVERY PLATFORM As previously explained there are three connection ways for ma...

Страница 25: ...cases where there is an already poured slab One side of the platform is supported on the slab For these cases MK 120 MK 180 DU 100 or DU 120 walers can be used DU 140 or DU 160 walers may also be used...

Страница 26: ...the edge of the plywood and the wall has to be considered due to possible concrete imperfections 5 2 HOLLOW LENGTHS 5 2 1 Gravity Pawl Bracket solution The smallest hollows where a platform using the...

Страница 27: ...ENGTH mm 1 1350 1 1450 1 125 1350 2 125 2250 1550 1650 1700 2700 1 25 1600 1 5 1750 1 625 1750 2 625 2750 1650 2150 2200 3200 1 5 1650 2 2250 2 125 2250 3 125 3250 2100 2650 2500 3700 2 2150 2 5 2750...

Страница 28: ...e it is impossible to use the GRAVITY PAWL SHORT GRAVITY PAWL should be used taking into account the following dimensions M20 bolts have to be used instead of E20x70 pins when MK 0 5 MK 0 625 MK 0 75...

Страница 29: ...MK 120 MK 180 WALER HOLLOW LENGTH mm WALER HOLLOW LENGTH mm WALER HOLLOW LENGTH mm WALER HOLLOW LENGTH mm 1 1350 1 1450 1 125 1300 2 125 2550 1550 1650 1500 2750 1 25 1600 1 5 1700 1 375 1550 2 625 30...

Страница 30: ...30 KSP SHAFT PLATFORM Smaller hollow lengths can be solved as follows 5 2 3 Examples 2m hollow solved with DU 100 WALER...

Страница 31: ...31 KSP SHAFT PLATFORM 3m hollow solved with DU 120 WALER 3m hollow solved with MK 120 WALER...

Страница 32: ...32 KSP SHAFT PLATFORM 5 4m hollow solved with MK 180 WALER 2 3 x 5 6 m hollow top view...

Страница 33: ...SW PSW q CR M CR M 2 a influence width l hollow length h formwork height The distributed load q calculated in this formula is the load applied in the main beams 1 and 4 It must be verified that these...

Страница 34: ...ted to the waler with pins separated 250mm GRAVITY PAWL BRACKET 2 For each type of waler following calculations per waler are included in the working load diagram Waler strength Waler deflection max d...

Страница 35: ...cket pin separation 200mm or Adjustable Bracket Folding Bracket or Short Gravity Pawl Bracket Notes about the diagram 1 This graphic is valid for shaft platforms formed by Gravity Pawl Bracket 0306032...

Страница 36: ...able Bracket and Short Gravity Pawl are in the position shown in the picture below the most unfavourable position 3 In all the brackets the following condition is fulfilled F3 0 6 F2max 4 For each kin...

Страница 37: ...ance of the connection pin must be 525 mm from the wall 5 3 3 Admissible reactions on supports Once the maximum q load is obtained reactions on the supports should be calculated 1 BOX OUT solution Rea...

Страница 38: ...ulation example DATA Formwork self weight ORMA 0 8 kN m2 FSW Formwork height h 5 m h Hollow length 3 5 m l Influence width 1 5 m a Cone recovery platform YES Platform self weight 0 5 kN m2 PSW Live lo...

Страница 39: ...n is the reaction verification kN l q R 75 22 2 5 3 13 2 A 10 Mpa concrete would be valid This document only refers to the main beams and their supporting Board and secondary beams have to be calculat...

Страница 40: ...g Secure every loose object on the climbing platforms The formwork panels must be drawn in close to the wall and fixed 6 2 RESISTANCE OF THE ANCHORS For all applications the following must be specifie...

Страница 41: ...t help the lifting loads with hands To guide the lifting loads use auxiliary elements as ropes If due to conditions of the work environment the crane operator does not have the capacity to view the wh...

Страница 42: ...ill not be held responsible for the use of materials provided by third parties For proper removal and recovery of the anchors is recommended to use lubricants that facilitate elements extraction from...

Страница 43: ...he minimum health and safety requirements regarding the exposure of workers to the risks arising from physical agents vibration Directive 2003 10 EC on the minimum health and safety requirements regar...

Страница 44: ...ULMA C y E S Coop Ps Otadui 3 Apdo 13 20560 O ati Espa a T 34 943 034 900 F 34 943 034 920 www ulmaconstruction com 05D120ENM...

Отзывы:

Нет отзывов

Бренды по названию

Популярные бренды

Загрузить еще бренды