Pre-stressed Concrete Spun Pole Production Line - Hopeland A125

Pre-stressed Concrete Spun Pole Production Line - Hopeland A125
:
Hopeland Bio-Tech Co.,ltd.
: 2010-04-25 22:09:07
:
spun pole,pole,spun pole line,spun pole plant

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Description Of Pre-stressed Concrete Spun Pole Production Line - Hopeland A125

Pre-stressed Concrete Spun Pole Production Line - Hopeland A125 Specificaton & Trade Terms

ModelHopeland A125
Place Of OriginChina
Price TermEX-Work
Payment TermT/T
Introduction

Pre-stressed Concrete Spun Pole Production Line is designed in accordance with annual production capacity of

36,000pcs various medium-sized cone pre-stressed steel concrete poles.
As far back as the 1930s, the People’s Republic of China used armored concrete pole. With the rapid development

of power industry, the production and use of concrete pole has developed tremendously thereupon.
Pre-stressed concrete pole develops rapidly because of much superiority. Compared with common concrete pole,

its advantage is as follows:
Economizing steel in a large amount, about 30%~70% (adopting cold drawing can economize 30%~60%; in case of

steel wire of high strength, economize 40%~69%);
Crack resistance is improved by 3~5 times;
Steel performance can be improved by 1~3 times;
Reduction of cost (adopting cold drawn wire can economize 25%~40%; in case of steel wire of high strength,

economize12%~21%);
Good endurance can delay the appearance and expansion of cracks;
Protecting the environment that mankind depends on for existence, and reducing deforestation.
Pre-stressed concrete poles are strictly in accordance with two standards: GB396-94 Annular Armored Concrete

Pole and GB4623-94 Annular Pre-stressed Concrete Pole of the People’s Republic of China.

Technology Characteristics

1. The proportioning and the measurement of concrete should be accurate;
2. The error resulting from alignment and cutting length of reinforcing steel bar should reach 1.5/10000;
3. Tension strength of the reinforcing steel bar should reach 75% of its tensile strength;
4. Demoulding strength of pole should reach 70% of design strength for concrete.

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