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Hydraulic Stressing Jack|Post Tension Working Hydraulic Stress Jack for Bridge Construction

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    Negotiable

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    The date of payment from buyers deliver within days

  • seat:

    Shaanxi

  • Validity to:

    Long-term effective

  • Last update:

    2017-12-30 06:02

  • Browse the number:

    332

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Shaanxi Zhongtuo Mine Equipment Co.,Ltd

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Area: Shaanxi

Address: Shaanxi

Website: http://www.ztmineequipment.com/ http://www.cn-jingyun.com/com/somy365/

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Product details
Hydraulic Stressing Jack|Post Tension Working Hydraulic Stress Jack For Bridge Construction

Product description:
Jacks for professional tensioning steel hinge lines of prestressed reinforcement for Hydraulic Stressing Jack, tensioning operation in all kinds of steel strand anchorage. It generally need to be matched with the tension of high pressure oil pump, tension and power back to the top by the tension of oil pump.
Usage:
Large buildings, widely used in post tensioned structures, prestressed concrete bridge, rock anchoring, hydraulic structure, ground anchor and other major projects.

Product parameters:

Model specifications

Nominal tensile force (KN)

Nominal oil pressure (Mpa)

Through hole diameter (mm)

Install limit plate aperture   (mm)

Mounting tool (mm)

Outside diameter size (mm)

Diameter* Height

YDC650

650

48

72

99

95

200*385

YDC1000

1000

50

78

111

111

230*385

YDC1500

1500

52

94

150

150

270*390

YDC2000

2000

53

118

177

177

320*400

YDC2500

2500

52

128

210

185

345*400

YDC3000

3000

52

135

190

185

370*400

YDC3500

3500

51

160

232

232

420*400

YDC4000

4000

52

165

252

252

450*410

YDC5000

5000

52

196

260

265

500*410

YDC6500

6500

53

220

295

235

580*420

YDC10000

10000

50

270

440

415

740*570

Jacks use note:

Should first understand the engineering design of prestressed beam tension, such as root number, each beam of steel strand standard strength, the cross-sectional area of the numerical control stress of delta K, the value of stretching, anchorage retraction value, then according to the pressure of output power calibration of hydraulic. Set the K value of 2. 8, post tensioning hydraulic jack: (see Figure 2: installation method and hydraulic system diagram)
(1) the reserved corridor into the structure of the steel wire, in tension requirements of steel beam exposed length than the work length of jack up 200 - 250mm. steel wire must not loose head with a sheet grinder after cutting, is not a "feather", in order to avoid perforation difficult.
(2) cover the end of the steel wire of the work anchor plate, push it to the anchor plate and fix it at the end of the anchor
(3) installation: installation of anchor clamp clip before the steel ring pay per clip hoop together, and then along the strand will be pushed into the anchor hole, pushed by hand to move.
(4) installing the limiting plate: the spacing plate matches the hole of the anchor plate according to the design of the work anchor plate
(5) post tensioning jacks:first strand bundle end with wire pin and binding can be lifted, Jack is sheathed on the steel beam, Prestressed  Post Tension Jack and the front end cover is sheathed on the outside of the jack supporting limit plate. Then Jack can be coaxial pair.Fit the tool anchor at the supporting end of the piston end.

 

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