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Taiqing · Leak-free Uplift Anchor

Anti-uplift anchorage system for underground structures

An anti-uplift anchorage system built around a leak-free sealed-joint patent, covering the full 100–800kN+ load range and serving as an economical alternative to anti-uplift piles.

6
standard models
Leak-free
sealed-joint patent
100–800kN+
load range
Pile alternative
economical solution
WHY SHENTE / VALUE

Upgrade “price-only” into a five-dimension comparison

Shente solution value
  • Leak-free sealed-joint patent, solving the leakage pain point of traditional anchors
  • Standardized coverage of the full 100kN–800kN+ load range
  • Replaces anti-uplift piles with better overall cost
  • Rock-layer / waterproofing variants covering complex conditions
vs. traditional / other solutions
  • Ordinary anti-uplift anchors: frequent leakage problems
  • Anti-uplift piles: high cost, long schedule
  • Counterweight anti-uplift: complex construction, takes up floor height
STANDARD MODELS / MODELS

6 standard models

Detailed specs, order codes, test documents and accountability boundaries are available on request when you inquire.

TQ-1
Standard

100–300kN, general underground structures

TQ-2
Reinforced

300–500kN, mid-size underground garages

TQ-3
High-load

500–800kN, large underground structures

TQ-4
Ultra-high-load

Above 800kN, very large underground spaces

TQ-R
Rock-anchorage

Moderately / slightly weathered rock, optimized anchorage depth

TQ-W
Waterproof-reinforced

High water table / high head, triple waterproofing

TYPICAL APPLICATIONS / APPLICATIONS

Underground garages · civil-defense works · rail-transit hubs · high-water-table basement slabs

Need spec advice and a quote for Taiqing?

Tell us your working conditions, and our technical and sales teams will reply with spec advice, a standard quotation and a document list within our response-time commitments.

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Shente is a specialist supplier of prestressing and related engineering materials. We provide material supply specifications and material selection advice; we do not replace the design or construction party in issuing structural calculations, construction schemes, or engineering quality conclusions.

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