Shoring prop-Heavy duty

Prop ea tšepe e fetolehang bakeng sa sebopeho sa slab
Prop ea tšepe ke karolo ea bohlokoa ea ts'ehetso ea sistimi ea HORIZON, haholo sebopeho sa slab. Ka bokhoni bo phahameng ba ho laela ba prop, boima bo tlase le botsitso, sebopeho sa letlapa la HORIZON se sebetsa ka mokhoa o sireletsehileng le ka bokhabane setšeng hammoho le ho boloka chelete e ngata. Hape, prop e potlakile ebile e bonolo ho sebetsana le sebaka sa marang-rang.

Re romelle lengolo-tsoibila Khoasolla joalo ka PDF

Lintlha tsa Sehlahisoa

Kenyelletso ea Sehlahisoa

Prop ea tšepe ke karolo ea bohlokoa ea ts'ehetso ea sistimi ea HORIZON, haholo sebopeho sa slab. Ka bokhoni bo phahameng ba ho laela ba prop, boima bo tlase le botsitso, sebopeho sa slab sa HORIZON se sebetsa ka mokhoa o sireletsehileng le ka bokhabane setšeng hammoho le ho boloka chelete e ngata. Hape, prop e potlakile ebile e bonolo ho sebetsana le sebaka sa marang-rang.

Tlhaloso	Bokhoni (KN)	Bophahamo (mm)	Eena (mm)	Boima (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

Melemo

1. Li-tubes tsa tšepe tsa boleng bo phahameng li tiisa matla a eona a phahameng a ho laela.
2. Mefuta e fapa-fapaneng ea ho qetela e teng, e kang: galvanization e kenngoeng ka mocheso o chesang, galvanization e batang, ho roala phofo le ho penta.
3. Moralo o khethehileng o thibela mosebeletsi hore a se ke a senya matsoho a hae pakeng tsa tube e ka hare le e ka ntle.
4. The tube e ka hare, pin le linate tse fetolehang li etselitsoe ho sireletsoa khahlanong le ho tlosoa ka boomo.
5. Ka boholo bo lekanang ba poleiti le setsi sa motheo, lihlooho tsa prop li ka kenngoa habonolo ka har'a tube e ka hare le ka ntle.
6. Li-pallets tse matla li netefatsa lipalangoang habonolo le ka mokhoa o sireletsehileng.
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.