Shoring prop-Heavy duty

Product ferrum huius ad tabula formwork
Prope ferramentum magni momenti est adminiculum systematis formae HORIZON formae, praesertim in tabula formarum. Cum suppositione altae loading capacitatis, humilis ponderis et stabilitatis, HORIZON tabula formwork opera tuto et efficaciter in situ ac cost-effective operatur. Item, columen est celere et facile ad tractandum situm.

 



Product Detail

Product Introduction

 

Prope ferramentum magni momenti est adminiculum systematis formae HORIZON formae, praesertim in tabula formarum. Cum suppositione altae loading capacitatis, humilis ponderis et stabilitatis, HORIZON tabula formwork opera tuto et efficaciter in situ ac cost-effective operatur. Item, columen est celere et facile ad tractandum situm.

Specification

Capacitas (KN)

Altitudo (mm)

Ipse (mm)

Pondus (Kg)

HZP30-300

30

1650-3000

75/60

20.9

HZP30-350

30

1970-3500

75/60

23.0

HZP30-400

30

2210-4000

75/60

25.0

HZP20-300

20

1650-3000

60/48

15.7

HZP20-350

20

1970-3500

60/48

16.6

HZP20-450

20

2460-4500

60/48

28.2

HZP20-500

20

2710-5000

60/48

30.5

commoda

 

  1. 1. Maximum qualitas fistulae chalybeum altam facultatem loading efficit.
    2. Variae terminationis in promptu sunt, ut: galvanization calidus-tinctus, galvanization frigidus, pulvis vestitus et pictura.
    3. Peculiaris consilium prohibet operator ne laedat manus inter fistulam interiorem et exteriorem.
    4. Tubus interior, paxillus et nucis aptabiles designantur muniti ab intentione disiunctionis.
    5. Ad eandem magnitudinem lamellae ac basin bracteae, columen capita facile in tubo interiore et exteriore tubo inseruntur.
    6. Fortes cursare vecturas facile ac tuto efficiunt.
  2. Important Instruction

Important Instructions:
• Once erection is finished, double-check the props before use.
• Respect the prop spacing in accordance with the project.
• Prop load capacities and engineer’s design must be observed.
• The load acting on the prop is vertical and centred. No horizontal loads act on the prop.
• Check formwork and prop erection before concrete pouring.
• Pouring has to be done from heights which do not cause strong shaking of the formwork or the props.
• Avoid the sudden emptying of the concrete bucket onto the formwork.
• Formwork stripping and prop removal is only carried out when the concrete strength is sufficiently high.
• Before starting any dismantling operation, check the state of the props.
• After removal, props should not be irregularly piled up.

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