Shaanxi Zhongtuo Mine Equipment Co.,Ltd 86--13571973823 summer@ztmineequipment.com
12.7 / 15.2 / 17.8mm Steel Wire Cable Tensioning Anchor Post Tension Mono / Multi Hole Anchorage

12.7 / 15.2 / 17.8mm Steel Wire Cable Tensioning Anchor Post Tension Mono / Multi Hole Anchorage

  • Highlight

    Steel Wire Cable Tension Anchor

    ,

    Mono Post Tension Anchor

    ,

    17.8mm Post Tension Cable Anchors

  • Automation
    Semi-automatic
  • PC Strand
    1-15holes
  • Product Shape
    Round
  • Wedge Form
    2 Chip Or 3 Chips
  • Certification
    CE; ISO
  • Application
    Bridge
  • Warranty
    One Year
  • Material
    Alloy Steel
  • Place of Origin
    China
  • Brand Name
    ZHONGTUO
  • Certification
    CE; ISO
  • Minimum Order Quantity
    1
  • Packaging Details
    Wooden Case
  • Delivery Time
    7-15Days
  • Payment Terms
    L/C, D/A, D/P, T/T, Western Union, MoneyGram

12.7 / 15.2 / 17.8mm Steel Wire Cable Tensioning Anchor Post Tension Mono / Multi Hole Anchorage

12.7/15.2/17.8mm steel wire cable tensioning anchor post-tension mono/multi-hole anchorage

 

Description of  Strand Post Tension Round Flat Anchor

Anchorage is a permanent anchoring device used in prestressed concrete and is an integral part of applying the shrinkage force generated by the prestressed tendons to the construction. In post-tensioned structures or components, in order to maintain the tension of the prestressed tendons and transmit them to the inside of the concrete, the anchoring tool can improve the bearing capacity of the bridge, increase the span of the bridge, and reduce the weight of the bridge.

12.7 / 15.2 / 17.8mm Steel Wire Cable Tensioning Anchor Post Tension Mono / Multi Hole Anchorage 0

 

Specification of Strand Post Tension Round Flat Anchor

Technical data of YJM13 Anchorage
Specification Anchor Head Bearing Plate Duct Spiral Reinforcement Stressing Jack
ΦA B Square Round ΦE(ID) ΦF H ΦG N
C*D ΦC*D
YJM13-1 38 40 80×10 - 35 80 30 6 3 QYC270
YJM13-2 76 42 115×80 120×80 45 120 40 8 3 YDC1100
YJM13-3 83 42 120×80 130×80 50 120 40 10 3 YDC1100
YJM13-4 87 42 130×87 135×85 50 135 50 10 3 YDC1100
YJM13-5 97 42 140×92 140×100 55 140 50 10 4 YDC1100
YJM13-6 107 45 150×97 150×125 60 160 50 12 4 YDC1100
YJM13-7 107 45 150×97 150×125 60 160 50 12 4 YDC1100
YJM13-8 117 45 165×115 165×135 60 170 50 12 4 YDC1500
YJM13-9 127 48 175×125 175×140 70 180 50 12 4 YDC1500
YJM13-10 136 48 180×130 180×150 80 200 50 14 4 YDC2500
YJM13-11 138 50 180×130 180×150 80 200 50 14 4 YDC2500
YJM13-12 143 50 190×140 190×150 80 210 50 14 5 YDC2500
YJM13-13 147 53 190×140 190×150 80 210 50 14 5 YDC2500
YJM13-14 153 53 195×150 200×160 80 220 50 14 5 YDC2500
YJM13-15 157 55 195×150 200×160 90 220 50 14 5 YDC2500
YJM13-16 167 55 210×160 210×185 90 240 60 16 6 YDC2500
YJM13-17 172 58 220×175 235×185 90 240 60 16 6 YDC3500
YJM13-18 176 58 235×175 235×185 90 260 60 16 6 YDC3500
YJM13-19 176 58 235×175 235×185 90 260 60 16 6 YDC3500
YJM13-20 196 60 270×185 260×200 90 270 60 16 6 YDC3500
YJM13-21 196 63 270×185 260×200 90 270 60 16 6 YDC3500
YJM13-22 196 65 270×185 260×200 90 270 60 18 6 YDC3500
YJM13-23 206 65 295×245 275×260 100 280 60 18 6 YDC4000
YJM13-24 206 68 295×245 275×260 100 280 60 18 6 YDC4000
YJM13-25 216 68 300×260 275×290 100 290 60 18 6 YDC4000
Technical data of YJM15 Anchorage
Specification Anchor Head Bearing Plate Duct Spiral Reinforcement Stressing Jack
ΦA B Square Round ΦE
(ID)
ΦF H ΦG N
C×D ΦC×D
YJM15-1 43 46 80×12 80×20 35 80 30 8 4 QYC270
YJM15-2 83 48 130×85 135×80 50 120 40 10 4 YDC6500
YJM15-3 87 48 130×87 135×85 50 120 40 10 4 YDC650
YJM15-4 97 48 140×92 140×100 50 140 50 10 4 YDC1100
YJM15-5 107 48 150×97 150×120 55 150 50 10 4 YDC1100
YJM15-6 122 50 165×115 165×135 70 170 50 12 4 YDC1500
YJM15-7 122 50 175×125 175×135 70 170 50 12 4 YDC1500
YJM15-8 137 53 180×130 180×150 80 190 50 12 4 YDC2500
YJM15-9 147 53 190×140 190×150 80 200 50 12 4 YDC2500
YJM15-10 157 53 195×150 210×160 90 210 60 14 4 YDC2500
YJM15-11 157 55 210×160 210×160 90 210 60 14 4 YDC2500
YJM15-12 167 55 210×160 210×185 90 230 60 14 4 YDC2500
YJM15-13 177 55 220×175 210×185 90 230 60 14 4 YDC3500
YJM15-14 177 58 225×175 235×185 90 240 60 14 4 YDC3500
YJM15-15 187 60 235×175 235×185 90 260 60 16 5 YDC3500
YJM15-16 187 60 240×175 235×185 90 260 60 16 5 YDC3500
YJM15-17 197 63 250×185 265×200 100 280 60 16 5 YDC4000
YJM15-18 197 63 270×185 265×200 100 280 60 16 5 YDC4000
YJM15-19 197 63 270×185 265×200 100 280 60 16 5 YDC4000
YJM15-20 217 68 295×245 285×260 120 290 60 16 5 YDC5000
YJM15-21 217 70 295×245 285×260 120 290 60 16 5 YDC5000
YJM15-22 217 70 295×245 285×260 120 290 60 18 5 YDC5000
YJM15-23 237 73 310×260 320×260 120 320 60 18 5 YDC5000
YJM15-24 237 75 310×260 320×260 120 320 60 18 5 YDC5000
YJM15-25 237 78 310×300 320×300 120 330 70 18 5 YDC6500

 

Main Classification of Bridge Anchorage

12.7 / 15.2 / 17.8mm Steel Wire Cable Tensioning Anchor Post Tension Mono / Multi Hole Anchorage 1

 

12.7 / 15.2 / 17.8mm Steel Wire Cable Tensioning Anchor Post Tension Mono / Multi Hole Anchorage 2

 

Main classification

(1) Round anchor

The specification model is expressed as: YJM15-N (YM15-N) or YJM13-N (YM13-N); this type of anchor has good self-anchoring performance. For tensioning, a through-center jack is generally used.

(2) Flat anchor

The specification model is expressed as: BJM15-N (BM15-N) or BJM13-N (BM13-N) (B, the first letter of the Chinese Pinyin for flat anchors, representing the meaning of flat anchors); flat anchors are mainly used for bridges The horizontal prestressed surface, hollow slab, and low-height box girder make the stress distribution more even and reasonable, and further reduce the thickness of the structure.

(3) Wrapped anchor

(Fixed end anchorage) The specification model is expressed as: JYM15-N (YMP15-N) or JYM13-N (YMP13-N); it is suitable for the situation where the design stress at the end of the component is large or the end space is restricted. It uses extrusion The machine presses the squeeze sleeve onto the stranded wire. It is pre-embedded in the concrete and arranged as required. After the concrete has solidified to the design strength, it is stretched.

 

Application Fields of  Prestressed Tension Round Anchorage
Highway bridges, railway bridges, urban interchanges, urban light rails, high-rise buildings, water conservancy and hydropower dams, port terminals, rock mass slope protection anchoring, foundation reinforcement, tunnel mine roof anchor roof, prestressed grid, subway, large buildings, halls, Warehouse workshop, tower building, heavy lifting, sliding film intermittent propulsion, bridge, and tunnel jacking, large containers and ships, sleepers, replacement of bridge supports, bridge and building reinforcement, steel reinforcement works, anti-magnetic and anti-corrosion works (fiber anchors) ), carbon fiber reinforcement, pre-tensioned beam field construction, external prestressing engineering, stay cables, suspension cables, etc.

12.7 / 15.2 / 17.8mm Steel Wire Cable Tensioning Anchor Post Tension Mono / Multi Hole Anchorage 3

 

Notices of Prestressed Tension Round Anchorage

(1) For the cutting of prestressed ribs, a grinding wheel saw should be used, and arc cutting should not be used;
(2) When the steel strands are bundled, they should be straightened out one by one, bundled into bundles, and must not be disordered. The extruded anchorage or embossed anchorage at the fixed end of the steel strand shall be assembled with the bearing plate and spiral reinforcement in advance;
(3) The equipment and instruments used for prestressing shall be regularly maintained and calibrated;
(4) Before the prestressed tendons are tensioned, the concrete strength and compression test report shall be provided. When the compressive strength of concrete meets the design requirements and is not lower than 75% of the design strength grade, prestressing can be applied;
(5) Before the prestressing tendons are tensioned, the surface of the bearing plate should be cleaned and the quality of the concrete behind the bearing plate should be checked. If there is a cavity in the concrete, it should be repaired with epoxy mortar before tensioning;
(6) When the anchor is installed, the anchor plate should be straight, the clip should be tightened, and the position of the clip should be uniform: but the clip should not be beaten too hard when tightening the clip, so as not to damage the clip.