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CONSTRUCTION SOLUTIONS |
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VSL have been manufacturing and designing bar systems for use
by the construction industry since 1971. These have proven to be
one of the most popular tools of Engineers wishing to induce and
control loads and forces in structures. Recently VSL has joined with SAH to market SAS Thread Bars in ASIA PACIFIC for the construction industry. The bar systems are available for the following applications Reinforcing systems Post-tensioning systems Geotechnical systems Micropiles Mining & tunneling Marine ties Formwork ties VSL Thread Bars are available in the following grades B 500 S 670 Y 1050 / Y1035 Y 1100 Reinforcing Systems are available in grade B500 from dia 12mm to 50mm and grade S670 from dia 18mm to 75mm respectively. Post-tensioning Systems are available in grade Y1050 bars from dia 18mm to 47mm and in grade Y1035 from 57mm to 75mm. CT Stress Bars with architectural systems are available from 26mm to 75mm, which is ideal for application of post tensioning forces on relatively short tendons. Geotechnical Systems are available in grade B 500 from dia 16mm to dia 50mm and in grade S670 / Y1050 from 18mm to 75mm. In the sector of Tunnelling and Mining, VSL offers B 500 from dia 20mm to 32mm, S670 from 18mm to 30mm, S450 from 16mm to 25mm and S650 from 22mm to 30mm. Formwork Ties are available in grade Y1100, Type FA & Type FS (weldable), the available diameters are dia 15, 20 & 26.5mm. Low Tensile Architectural bars (MT 600) are available in grade 620 from diameter 30mm to 60mm with threads on ends. Details for architectural application refer to specific catalogues. |
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VALUE ADDED SERVICES - SYSTEMS & SOLUTIONS |
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Cutting of thread bars to required length Bending of bars Torquing according to specifications Assembly of nail plate inner cap and other fittings Corrosion protection |
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Bend to requirements
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Assembled with required fittings
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REINFORCING SYSTEMS |
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VSL-SAS Thread Bars are available in two grades B 500 & S 670. The below are advantages of using our
Reinforcing thread bar system. Screwable thread ribs along full length of the bar Robust, site proven cleaning thread Cutting or extension possible at any position of the bar Mechanical thread bar splicing up to 100% allowed in one section Thread bar diameter 12mm - 50mm with approval in most of the countries Galvanized or epoxy coated bars with accessories available B 500 - Reinforcing thread bar coupling system replaces many other bar connection systems Individual customized bar lengths available A simple and low cost solution | |||||||||||||||||||||||||||||||||||||||||||
![]() Coupling Bar |
![]() End Anchorage | ||||||||||||||||||||||||||||||||||||||||||
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Comparison of S670 bars over B 500 bars high utilization due to rearrangement increasing of the percentage of reinforcing from 9 to 20% reserves, when 670 N/mm2 is under- utilized S670 & B500 are weldable S670 up to Ψ 43 mm bendable B500 up to Ψ 50 mm bendable |
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| VSL SAS THREAD BAR CHARACTERISTICS |
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| Dimensions (mm) |
Nominal Area (mm2) |
Nominal Mass (kg/m) |
Nominal Tensile Strength / Load |
Nominal Proof Stress (Mpa) |
Minimum Elongation at max force % |
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| d | dA | C | (MPa) | kN | ||||
| 18 | 21 | 8 | 241 | 1.96 | 1050 | 255 | 950 | 5 |
| 26.5 | 31 | 13 | 551 | 4.48 | 1050 | 580 | 950 | 5 |
| 32 | 37 | 16 | 804 | 6.53 | 1050 | 845 | 950 | 5 |
| 36 | 42 | 18 | 1020 | 8.27 | 1050 | 1070 | 950 | 5 |
| 40 | 46 | 20 | 1257 | 10.21 | 1050 | 1320 | 950 | 5 |
| 47 | 53 | 21 | 1735 | 14.10 | 1050 | 1820 | 950 | 5 |
| 57 | 64 | 21 | 2581 | 20.95 | 1035 | 2671 | 835 | 4 |
| 65 | 72 | 21 | 3331 | 27.10 | 1035 | 3447 | 835 | 4 |
| 75 | 82 | 24 | 4448 | 35.90 | 1035 | 4572 | 835 | 4 |
| VSL CT STRESS BAR CHARACTERISTICS |
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| Dimensions (mm) |
Nominal Area (mm2) |
Nominal Mass (kg/m) |
Nominal Tensile Strength / Load |
Nominal Proof Stress (Mpa) |
Minimum Elongation at max force % |
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| d | dA | C | (MPa) | kN | ||||
| 26 | 28.2 | 6 | 531 | 4.40 | 1080 | 575 | 930 | 3.5 |
| 29 | 31.2 | 6 | 661 | 5.44 | 1080 | 715 | 390 | 3.5 |
| 32 | 34.4 | 6 | 804 | 6.59 | 1080 | 870 | 930 | 3.5 |
| 38 | 37.4 | 6 | 1018 | 7.88 | 1030 | 1050 | 835 | 3.5 |
| 40 | 41.4 | 6 | 1257 | 9.72 | 1030 | 1295 | 835 | 3.5 |
| 56 | 58.5 | 6 | 2463 | 19.33 | 1000 | 2460 | 810 | 3.5 |
| 75 | 78.1 | 6 | 4418 | 34.68 | 1000 | 4418 | 810 | 3.5 |
| VSL MT 600 BAR CHARACTERISTICS |
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| Dimensions (mm) |
Nominal Area (mm2) |
Nominal Mass (kg/m) |
Nominal Tensile Strength / Load |
Nominal Proof Stress (Mpa) |
Minimum Elongation at max force % |
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| d | dA | C | (MPa) | kN | ||||
| 30 | 32.0 | 3 | 707 | 5.55 | 620 | 416 | 460 | 16 |
| 36 | 38.7 | 4 | 1018 | 7.99 | 620 | 515 | 460 | 16 |
| 45 | 47.8 | 4 | 1590 | 12.48 | 620 | 945 | 460 | 16 |
| 60 | 64.1 | 6 | 2827 | 22.19 | 620 | 1665 | 460 | 16 |
| Note: d=Nominal Diameter | dA=Major Diameter of Thread | C=Thread Pitch |
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Rock Bolt
~Ψ 20 to 40mm
with grout or resin
VSL offers to the geotechnical market the VSL
Thread bar system for unstressed applications such
as soil nails, rock bolts, micro piles and others. The
bars have a characteristic quality of B500 or S670.
Bar systems for both temporary and permanent
applications can be supplied.![]() The bars meet the requirements of the relevant norms and standards. Both qualities are hot rolled with a coarse thread over the entire length. B500: Left hand thread as well as right hand up to Ψ 75mm S670: Right hand thread up to Ψ 75mm The bars have a higher ductility (class H according to Eurocode 2) |
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![]() System Components The VSL Bar systems comprise all system components usually required for geotechnical applications. Details can be found in the inserts. Special components can be supplied on demand. |
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Corrosion Protection The type of corrosion protections elected for unstressed bars depends on the duration of use, the potential damage in case of failure of a group of nails as well as on the prevailing environmental conditions. Both temporary and permanent systems are available and VSL offers the range of corrosion protection option as specified in the Norms, such as the Swiss code SIA V191/1. Generally the corrosion protection shall vary according to environment and project specifications. |
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Micropile ~Ψ 25 to 63.5mm
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Tests carried out at the Federal
Institute for Testing Materials and
Research in Dόbendorf/Zurich
demonstrate the suitability of both
types of bars.Services of VSL VSL are in a position to offer beyond the supply of micropiles, soil nails and rock bolts - the following services: |
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Pre-design and consultancy services to
Engineers and contractors Installation, grouting and supervision Rental or sale of equipment such as jacks, pumps, mixers and torque wrenches Execution of anchor and micropile tests | |
In addition to our unstressed VSL anchors, we also offer
post-tensioned anchors according to Swiss code SIA
V191, including electrically isolated anchors for
permanent use. For these applications, we can supply
adequate documentation. Anchors in accordance with
other codes and specifications can also be supplied. We
can undertake anchor load controls on anchors which
have already been installed, even when the
anchor head has no thread and the protruding length of
the strand is not sufficient for normal retensioning.
Advantages The robust coarse thread for both bar types means the system is very user friendly on site, components remain threadable despite the usual site conditions and the bar can be easily cut or coupled resulting from unforeseen changes on site. The bar has a very good bond behavior. The characteristics of the S670 bar are such that the diameters of the installed threadbar, when subjected to tension only, can be reduced by 1 unit and thus economical solutions both in materials and drilling can be achieved. For example, a Ψ 32mm B500 bar has a working load of 250kN (according to the DIN Norm); the same working load can be achieved with a Ψ 28mm S670bar. This is also valid for combined stresses if corresponding checks are carried out. Quality Assurance The production of both types of bars and system components is carried out according to ISO 9002. | |
| B 500 / S 555 Bar characteristics | |||||||||
| Dimensions (mm) | Nominal Area (mm²) | Nominal Mass (kg/m) | Nominal Tensile Strength/Load | Nominal Proof Stress (Mpa) | Working Load Fd (Din 1045) | Minimum Elongation at max force % | |||
| d | dA | C | (Mpa) | Kn | |||||
| 12 | 14 | 7 | 113 | 0.89 | 550 | 62 | 500 | 32 | 6 |
| 14 | 16 | 7.5 | 154 | 1.21 | 550 | 85 | 500 | 44 | 6 |
| 16 | 19 | 8 | 201 | 1.58 | 550 | 110 | 500 | 57 | 6 |
| 20 | 23 | 10 | 314 | 2.47 | 550 | 175 | 500 | 91 | 6 |
| 25 | 29 | 12.5 | 491 | 3.85 | 550 | 270 | 500 | 140 | 6 |
| 28 | 32 | 14 | 616 | 4.83 | 550 | 340 | 500 | 177 | 6 |
| 32 | 36 | 16 | 804 | 6.31 | 550 | 440 | 500 | 231 | 6 |
| 40 | 45 | 20 | 1260 | 9.87 | 550 | 690 | 500 | 360 | 6 |
| 50 | 56 | 26 | 1960 | 15.40 | 550 | 1080 | 500 | 560 | 6 |
| 63.5 | 70 | 21 | 3167 | 24.86 | 700 | 2215 | 555 | 1006 | 5 |
| S 670 Bar characteristics | |||||||||
| Dimensions (mm) | Nominal Area (mm²) | Nominal Mass (kg/m) | Nominal Tensile Strength/Load | Nominal Proof Stress (Mpa) | Working Load Fd (F0.2k) | Minimum Elongation at max force % | |||
| d | dA | C | (Mpa) | Kn | |||||
| 18 | 21 | 8 | 254 | 2.00 | 800 | 204 | 670 | 170 | 5 |
| 22 | 25 | 8 | 380 | 2.98 | 800 | 304 | 670 | 255 | 5 |
| 25 | 28 | 10 | 491 | 3.85 | 800 | 393 | 670 | 329 | 5 |
| 28 | 32 | 11 | 616 | 4.83 | 800 | 493 | 670 | 413 | 5 |
| 30 | 34 | 11 | 707 | 5.55 | 800 | 565 | 670 | 474 | 5 |
| 35 | 40 | 14 | 962 | 7.55 | 800 | 770 | 670 | 645 | 5 |
| 43 | 48 | 17 | 1452 | 11.40 | 800 | 1162 | 670 | 973 | 5 |
| 57.5 | 63 | 20 | 2597 | 20.38 | 800 | 2077 | 670 | 1740 | 5 |
| 63.5 | 70 | 21 | 3167 | 24.86 | 800 | 2534 | 670 | 2122 | 5 |
| 75 | 82 | 24 | 4418 | 34.68 | 800 | 3535 | 670 | 2960 | 5 |
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The construction of heavy marine bulkhead for various docking facilities uses our TIE rod system. Docking
facilities for barge, ship and offshore facilities have found the system to be cost effective. The continuous rolled on threads provide contractors much more flexibility during installation. The self cleaned and rugged threads eliminate the problems of acquiring dirt at various site locations. Longer thread bars help to accommodate or adjust for the minor misalignment occurs during sheet piling installation. The higher strength to weight ratio together with the elimination of strength loss due to threading allow engineers to specify a more efficient product. Tie Rods are available at grade B 500, S670, S1050 & S1035. |
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| Marine works - Ras al kaimah port Phase 1, UAE | |
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| Sheet Pile Anchorage Details | |
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VSL offers three type of bolting system for the mining & Tunnelling industry VSL-S Solid Threaded bolts. Continuous Hot rolled threaded bars in grade B500, S670, B450& S650. VSL-B Self drilling Injection Anchor Bolts. Self Drilling Anchor bolts are used for anchoring in poor ground, cohesive and non cohesive soils and in case of unstable bore holes. Also used for reinforcement ahead of the tunnel face in terms of spiles or umbrella support or other support application VSL-E Expansion or Friction bolts. The Expansion bolt is temporary rock reinforcement in mining & tunnelling, bonding forces between the friction bolt and rock masses are caused by form closure and friction transfer between the bore hole wall and the bolt which is expanded by waterpressure.
All our bolts are produced in Europe at various locations, well established Manufacturing Quality Control System, National & International Approvals are available. VSL-SAS thread bar systems B450 & S600 are used in Mining application and B500 & S670 are used in Tunneling applications, details are available in specific catalogues. The bars are prepared at ends with point tip, chisel tip or saw tip. |
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VSL-SAS systems available in different applications: Fully grouted anchors Resin anchors Expansion shell anchor |
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![]() Expansion shell anchor |
![]() Resin anchor |
![]() Saw tip |
![]() Chisel tip Saw tip |
![]() Point tip Saw tip |
![]() Expansion shell bolt |
Shape of thread ribs make SAS thread
bars resistant against rough handling Continuous thread profile guarantees good bonding characteristics between bolt and grout or resin interface High working capacity and elongation as well as high shear strength For mining applications only naturally hard SAS thread bars are allowed High working capacity due to high-ductile SAS thread bars: ratio fu/fy = 1, 2 - 1, 5 New developed thread bar S 650 Ψ 22 mm with higher charpy impact value of 27 Joule according to new drafted British Standard BS 7861 |
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| Soil nails are used for stabilizing slopes and excavations. They find an efficieint application in granular soils of medium to high density with sufficient internal friction, so that a good load transfer along the soil nail is possible, and only slight creep movements occur in the supported soil mass. The soil nails are installed as the excavation progresses from top to bottom. | |
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VSL-SAS system is widely used for soil nails to reinforce existing ground. Advantages of our system Can be used for temporary and permanent applications Simple components, easy to install and test Durable threads, allows splicing at any point along the length. High tensile and shear strength High ductility High bond strength Ability to accommodate structural and non structural face attachments |
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![]() Cap d'Ail - Lou Clapas, France |
Temporary nail Single corrosion protection (SCP) (service life 2 years)1. Anchor nut 2. Domed or flat bearing plate 3. Thread bar 4. Cement grout 5. Spacer Permanent nail Double corrosion protection (DCP) (service life > 2 years) 1. Anchor nut 2. Domed or flat bearing plate 3. Thread bar 4. Cement grout 5. Corrugated sheathing 6. Spacer |
![]() Temporary nail |
![]() Permanent nail |
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| VSL Thread-Bars | |||||||||
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yield stress / ultimate stress areas of application |
nom. -Ψ | yield load |
ultimate load |
cross section area |
weight | elongation | |||
| [N/mm²] | [mm] | [kN] | [kN] | [mm²] | [m/to] | [kg/m] | Agt | A10 | |
| SAS 500 (BSt 500 S) / grade 75 | |||||||||
B500/550reinforcing system
geotechnical system
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12 | 57 | 62 | 113 | 1123.6 | 0.89 | 6 | 10 | |
| 14 | 77 | 85 | 154 | 826.4 | 1.21 | ||||
| 16 | 100 | 110 | 201 | 632.9 | 1.58 | ||||
| 20 | 160 | 175 | 314 | 404.9 | 2.47 | ||||
| 25 | 245 | 270 | 491 | 259.7 | 3.85 | ||||
| 28 | 310 | 340 | 616 | 207.0 | 4.83 | ||||
| 32 | 405 | 440 | 804 | 158.5 | 6.31 | ||||
| 40 | 630 | 690 | 1260 | 101.3 | 9.87 | ||||
| 50 | 980 | 1080 | 1960 | 64.9 | 15.40 | ||||
|     SAS 555 / 700 grade 80 | 63.5 | 1760 | 2215 | 3167 | 40.2 | 24.86 |    5 | ||
| alternative SAS 550 (BSt 550 S) grade 75 available | |||||||||
| SAS 450 / grade 60 | |||||||||
S 450 / 700mining |
16 | 93 | 145 | 207 | 617.3 | 1.62 |
15 (A5) |
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| 25 | 220 | 345 | 491 | 259.7 | 3.85 | ||||
| SAS 650 / grade 90 | |||||||||
S 650 / 800mining |
22 | 247 | 304 | 380 | 335.6 | 2.98 |
18 (A5) |
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| 25 | 319 | 393 | 491 | 259.7 | 3.85 | ||||
| 28 | 400 | 493 | 616 | 207.0 | 4.83 | ||||
| 30 | 460 | 565 | 707 | 180.2 | 5.55 | ||||
| SAS 670 / grade 97 | |||||||||
S 670 / 800geotechnical system
tunneling / mining
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18 | 170 | 204 | 254 | 500.0 | 2.00 | 5 | 10 | |
| 22 | 255 | 304 | 380 | 335.6 | 2.98 | ||||
| 25 | 329 | 393 | 491 | 259.7 | 3.85 | ||||
| 28 | 413 | 493 | 616 | 207.0 | 4.83 | ||||
| 30 | 474 | 565 | 707 | 180.2 | 5.55 | ||||
| 35 | 645 | 770 | 962 | 132.5 | 7.55 | ||||
| 43 | 973 | 1162 | 1452 | 87.7 | 11.40 | ||||
| 57.5 | 1740 | 2077 | 2597 | 49.1 | 20.38 | ||||
| 63.5 | 2122 | 2534 | 3167 | 40.2 | 24.86 | ||||
| 75 | 2960 | 3535 | 4418 | 28.8 | 34.68 | ||||
| SAS 950 / 1050 / grade 150 | |||||||||
Y 950 / 1050post-tensioning systems |
18 | 230 | 255 | 241 | 510.2 | 1.96 | 5 | 7 | |
| 26.5 | 525 | 580 | 551 | 223.2 | 4.48 | ||||
| 32 | 760 | 845 | 804 | 153.1 | 6.53 | ||||
| 36 | 960 | 1070 | 1020 | 120.9 | 8.27 | ||||
| 40 | 1190 | 1320 | 1257 | 97.9 | 10.21 | ||||
|     Y 950 / 1050 | 47 | 1650 | 1820 | 1735 | 70.9 | 14.10 |    5 |    7 | |
|     Y 835 / 1035 | 57 | 2155 | 2671 | 2581 | 47.7 | 20.95 | 4 | 7 | |
| 65 | 2780 | 3447 | 3331 | 36.9 | 27.10 | ||||
| 75 | 3690 | 4572 | 4418 | 27.9 | 35.90 | ||||
| CT 1080 | |||||||||
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    930 / 1080     post-tensioning systems     835 / 1030     810 / 1000 |
26 | 495 | 575 | 531 | 227.3 | 4.40 | 3.5 | ||
| 29 | 615 | 715 | 661 | 183.8 | 5.44 | ||||
| 32 | 750 | 870 | 804 | 151.7 | 6.59 | ||||
| 38 | 850 | 1050 | 1018 | 127.2 | 7.86 | ||||
| 40 | 1050 | 1295 | 1257 | 102.9 | 9.72 | ||||
| 56 | 1995 | 2460 | 2463 | 51.7 | 19.33 | ||||
| 75 | 3580 | 4418 | 4418 | 28.8 | 34.68 | ||||
| SAS 900 / 1100 - type FA / grade 160 | |||||||||
Y 900 / 1100 - Type FAformwork ties   weldable |
15 | 159 | 195 | 177 | 694.4 | 1.44 | 3 | 7 | |
| 20 | 283 | 345 | 314 | 390.6 | 2.56 | ||||
|     Type E | 26.5 | 461 | 568 | 551 | 223.2 | 4.48 |    4 |    7 | |
| SAS 850 / cold rolled grade 120 | |||||||||
S 850 - Type FSformwork ties   weldable |
15 | 140 | 170 | 191 | 666.7 | 1.50 |
10 (A5) |
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| 20 | 245 | 280 | 331 | 384.6 | 2.60 | ||||
| 26.5 | 385 | 490 | 586 | 217.4 | 4.60 | ||||
| MT 600 | |||||||||
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   460 / 620    architechtural |
30 | 309 | 416 | 707 | 180.2 | 5.55 |
16 (A5) |
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| 36 | 441 | 595 | 1018 | 125.2 | 7.99 | ||||
| 45 | 701 | 945 | 1590 | 80.1 | 12.48 | ||||
| 60 | 1235 | 1665 | 2827 | 45.1 | 22.19 | ||||
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Bar Anchors / Soil NailsSecuring of slopes and embankments High efficiency for permanent and temporary applications |
MicropilesSecuring of up-lift forces (tension) and foundations (compression) as well as alternating loads Securing dams, high rise buildings and other constructions in seismic areas |
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Rock BoltsSecuring of rock walls, Tunnels and caverns, Mesh fixing, Avalanche protection |
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| For details information on accessories, refer to individual catalogues. |
Other ApplicationsTension members, Suspension masts, Foundations, Repair & strengthening |
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The information set forth in this brochure including technical and engineering data is presented for general information only. While every effort has been made to insure accuracy, this information should not be used or relied upon for any specific application without independent proffessional examination and verification of its accuracy, suitability and applicability. Anyone using this material assumes any and all liability resulting from such use. VSL disclaim any and all express or implied warranties of merchantability fitness for any general or particular purpose or freedom from infringement of any patent, trademark, or copyright in regard to the information or products contained or referred to herein. Nothing herein contained shall be construed as granting license, express or implied under patents. |
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