Tie Back Anchoring Work in UAE

If you are searching for Tie Back Anchoring Work in UAE. Apex offer Ground Anchors for retaining of deep excavations. Ground Anchors at prescribed angle with Horizontal plan are installed using Anchoring Machine, drilling specified depth, placing anchor, grouting and subsequent stressing upto designed limits.

  • Anchors in Single Layer
  • Anchors in Multiple Layer

Tie Back Anchoring a development component that is utilized to effectively apply tractable powers to structures. Tiebacks can be utilized on new development or to remediate existing structures. Tiebacks can be developed out of strands of link or strengthening bar grouted into the dirt. Tiebacks will dependably contain a bond breaker (unbounded length) in the initial ten to fifteen feet to guarantee the heap is moved sufficiently profound into the dirt and to give a satisfactory measure of free focusing on length. The unbounded length can be expanded relying upon the outline prerequisites. Tiebacks can be introduced at a wide assortment of edges yet are commonly introduced at ten to twenty degrees underneath level. They can be lasting or transitory relying upon their application, with the perpetual tiebacks requiring extra erosion assurance procedures. AVAR likewise uses present grouting procedures on limit general tieback lengths to avert infringement into neighboring properties. AVAR’s most regular utilization of perpetual Tiebacks are in Tieback-Shotcrete holding dividers. Tieback-Shotcrete holding dividers are normally built starting from the top utilizing dispersing and stacks characterized by the plan build. Tie tiebacks are introduced, tried and bolted off to the heap required by the plan. Our most regular utilization of brief tiebacks is in Soldier Beam and Lagging shoring frameworks. The utilization of brief tiebacks in these shoring frameworks diminishes the length and size prerequisites of the officer pillars and lightens a noteworthy bit of the materials expenses of these ventures for our customers.

Tie Back Anchoring Work in UAE


A helical tie-back grapple is a steel shaft with round helix plates that is utilized to strengthen establishment and holding dividers for sidelong steadiness. At the point when the grapple is pivoted into the ground, the helix plates produce a hub push causing the helical attach back to progress into the ground much like a screw into wood. With one end of the attach back anchored to the divider, the tie-back is pivoted into the ground at an edge to balance out the divider against sidelong loads.

Smash Jack helical tie-back grapples are 2-7/8″ width sectional pipe heaps. They are using pressurized water pivoted into the ground to a base implant or torque determined by a specialist. The heaps are fabricated from high quality carbon steel tubing into standard lengths of 3, 5 and 7 feet, with couplings on the finishes to enable them to be associated together as important to accomplish the coveted length. They are covered with a polyethylene copolymer-based thermoplastic powder covering for consumption security.

Regular Construction Applications:

• Building-site planning

• Roadways

• Retaining dividers

• Levees

• Dams

• Revetments


• Predictable outcomes

• Cost-powerful strategy

• Easy to store, reusable

• Pre-built framework

• Labor-sparing, keeps group little

• Screws into put (not predrilled)

• Site-particular to conditions and loads

• Terminations for different string bars

• Less gear than grouted ligaments

• Bearing gadget, not rubbing subordinate

• Extendable with catapulted joint association


• Installs in nasty climate

• Installs in constrained access territories

• No uncovering or crown jewels to evacuate

• Immediate confirmation testing and stacking

• Permanent or brief (removable)

• Labor sparing – as few as four on a group

• Capacity relative to introducing torque

• No solid trucks or grout pumps required

• Install with hardware for grouted ligaments

Quicker Tieback Walls with all the Practical Advantages of Helical Anchors

Prompt force testing of helical tieback grapples after establishment fills in as a keep an eye on plan methodology and dispenses with diversion at working burdens.

No deferrals in light of the fact that there is no grout

• Typical generation rate of 30 to 40 every day for introducing and testing

• No gaps to bore

• Cuts work and gear costs

• Can spare 30% while getting high grapple stack limits

Takes care of development issues

• In strong soils, no belled or potentially long attachments

• In non-firm soils, no housings or grouted attachments

• Bearing mode (not erosion mode) grapples

• No de-watering for underneath water-table applications

Helical Capacity Design Software

HeliCAP® – Helical Capacity Design Software – helps plan experts rapidly determine the correct helical tieback grapple for site and load particular information. Contact your nearby wholesaler or region supervisor about how to get a duplicate today.

Site-Specific Basics of Screw Anchor Design

• Two commonplace strides to mooring outline:

• Select helix setup in view of exact soil qualities information and pressure stack.

• Select shaft setup in view of strain stack and foreseen establishment torque.

• Anchor stack limit squares with the entirety of all its individual helix bearing limits. Bearing limit of every helix levels with the result of its anticipated zone and bearing weight

• Pre-built CHANCE screw stays upgrade helix separating at three times the following lower helix measurement. This guarantees more unsurprising torque-to-limit relationship

• Holding limit is relative to establishment torque (prescribed 10 lbs for every ft-lb) Monitor torque while introducing to guarantee a base and not to surpass stay rating

Helical Tieback

Helical tieback grapples have shafts in five square sizes (1-1/4″, 1-1/2″, 1-3/4″, 2″ and 2-1/4″) with helices in designs of two to four and breadths from 6″ to 14″. All parts are accessible hot-plunge stirred per ASTM A 153 after manufacture.


Plain and helical expansions are utilized to achieve able load-bearing soil. Plain augmentations go from 37″ to 124″ long. Helical augmentations extend from 48″ to 124″ long with 14″- breadth helices in single, twofold and triple setups. Fashioned indispensable coupling attachments dash up rapidly and productively exchange introducing torque.

Lead Sections

For work particular blends, driving segments go from 30″ to 124″ long in two-, three-or four-helix setups for the most part with expanding breadths from the 6″, 8″, 10″, 12″ and 14″ territory.

Stay System

Stay terminations fit a threadbar or furnish a strung stud to work with pre-or site-created auxiliary divider association. Other end fittings additionally are accessible. Now and again, the through-gap at the pole end might be just cross-stuck.

Stay System

1″ threadbar connector for 1-1/2″, 1-3/4″and 2″ tieback stay composes

1-1/4″ threadbar connector for 2″ and 2-1/4″ tieback stay writes

1-3/8″ threadbar connector for 2-1/4″ tieback stay composes

Strung stud attachment connector

Strung stud attachment connector for 1-1/4″ and 1-1/2″ tieback stays

Strung stud clevis connector

Strung stud clevis connector for 1-3/4″ tieback stays