Lag Bolts Manufacturer India | Lag Screws DIN 571 IS 6094 | Akbar Fasteners Mumbai
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ISO 9001:2015 · DIN 571 · IS 6094 · Coach Screw · Gimlet Point · Mumbai India
Lag Screw / Coach Screw  ·  DIN 571  ·  IS 6094  ·  Hex & Square Head  ·  Coarse Wood Thread

Lag Bolts
Manufacturer
India · Mumbai

Akbar Fasteners Pvt. Ltd., Mumbai — ISO 9001:2015 certified manufacturer of lag bolts (lag screws, coach screws) to DIN 571 and IS 6094. A heavy-duty externally-driven wood screw with a coarse, deep-pitched thread and a gimlet (self-tapping) point — designed to be driven directly into timber with a wrench or socket, without a mating nut. The threads themselves grip the wood fibre, converting torque into clamping force the same way a machine bolt uses a nut, but with the wood itself acting as the “nut.” Carbon steel Grade 4.6, HDG, and Stainless 316L. M6–M24. Full MTC, NABL. Export 50+ countries.
DIN 571
IS 6094
Gimlet Point
M6–M24
Hex / Square Head
No Nut
Wood Fibre = Nut
M6M24
Size Range
Gimlet
Self-Tapping Point
50+
Countries Export
How a Lag Bolt Grips Wood — No Nut Required

Anatomy of a Lag Bolt — The Wood Itself Becomes the Nut

A lag bolt (also called a lag screw or coach screw) is fundamentally a wood screw scaled up to structural size — with an external hex or square head instead of a slotted or Phillips drive, allowing it to be torqued to a specified installation force using a wrench or socket rather than a screwdriver. The thread is deep, coarse, and sharply pitched — designed to displace and grip wood fibre as it is driven, rather than engaging a machined nut thread the way a standard bolt does.

The gimlet point — a sharpened, slightly tapered tip — allows the lag bolt to self-start and begin cutting its own thread path into the wood as it is driven, provided a correctly sized pilot hole has first been drilled. This is the critical installation detail: a pilot hole is always required, sized smaller than the lag bolt’s major thread diameter (to preserve full thread engagement in the wood) but large enough to prevent the wood from splitting as the coarse thread displaces fibre on its way in. Pilot hole diameter is typically 60–70% of the lag bolt’s nominal diameter for the threaded portion, and matching the shank diameter for any unthreaded shank length.

Holding power comes entirely from the mechanical interlock between the thread flanks and the surrounding compressed wood fibre — there is no separate nut, and none is needed. This is why lag bolts are specified wherever a heavy connection must be made directly into solid timber without access to the opposite face to fit a nut: deck ledger boards against a house frame, heavy timber beam connections, and any structural wood-to-wood or wood-to-masonry connection where a through-bolt with a nut is not practical.

Wood Surface Hex Head (wrench drive) Washer Unthreaded Shank Coarse Wood Thread (grips wood fibre) Gimlet Point (self-starting tip)
Four Reasons Lag Bolts Are the Standard Heavy Timber Fastener

Why Lag Bolts — Structural Wood Connections Without a Nut

01

Structural-Grade Holding Power in Solid Wood

Lag bolts provide significantly higher withdrawal and shear resistance than standard wood screws because of their larger diameter, deeper thread engagement, and the ability to be torqued to a specified installation value with a wrench. Structural engineering design values for lag screw connections are published in timber design codes (IS 883, NDS in the US) based on wood species, lag bolt diameter, and embedment depth — allowing calculated structural connections rather than rule-of-thumb fastening.

02

No Access Required to the Opposite Face

Because the wood fibre itself provides the clamping reaction (no nut is needed on the far side), lag bolts can be installed into solid timber, a beam, or a post where the opposite face is inaccessible, embedded in another structure, or simply too far away to reach with a standard through-bolt and nut. This single property is why lag bolts are the default for deck ledger boards (fastened directly into a house’s structural frame from outside) and heavy beam-to-post connections.

03

Removable and Re-Drivable — Unlike Nails or Adhesive

A correctly installed lag bolt can be unscrewed and removed for disassembly, structural inspection, or component replacement — unlike nailed connections (which must be pried apart, often damaging the timber) or adhesive/epoxy connections (which are effectively permanent). For structures that may require future maintenance access, heavy timber lag bolt connections offer serviceability that other high-strength wood fastening methods do not.

04

Pre-Drilled Pilot Hole Prevents Wood Splitting

The gimlet point allows self-starting into a correctly sized pilot hole without requiring a full pre-tapped thread — but the pilot hole itself is essential engineering practice, not an optional step. Installing a lag bolt without any pilot hole risks splitting the wood along the grain as the coarse thread displaces fibre faster than the wood can compress, particularly near the end grain or close to the edge of a timber member.

Hex Head vs Square Head — Drive Type Selection

Hex Head vs Square Head Lag Bolts

Both drive types are externally wrenched — the choice depends on regional convention, available tooling, and whether a washer face is required under the head.

Most Common · Modern Standard

Hex Head Lag Bolt

Standard hexagon head driven by an open-end spanner, ring spanner, or socket — the dominant lag bolt head style in current construction and engineering practice worldwide. Compatible with the same wrench and socket sets used for every other hex-head fastener on a job site, requiring no dedicated tooling.

Specify for: New construction, structural timber connections designed to current codes, and any application where standard socket or spanner tooling will be used for installation and future removal.
Traditional · Heritage & Restoration

Square Head Lag Bolt (Coach Screw)

Square head driven by an adjustable spanner or a dedicated square-socket tool — the traditional “coach screw” head form historically used in coach-building and heavy timber carpentry, still specified for heritage restoration work and in regions where square-head coach screws remain the local convention for heavy timber fastening.

Specify for: Heritage building restoration matching original fastener appearance, coach-building and traditional joinery work, and regional markets where square-head coach screws remain the standard specification on structural drawings.
Available Material Grades & Finishes

Lag Bolt Material & Corrosion Protection Options

Material and finish selection depends on exposure — outdoor decking and treated lumber require corrosion-resistant coatings or stainless steel to prevent both fastener corrosion and chemical reaction with wood preservative treatments.

Grade 4.6
DIN 571 / IS 6094 · Carbon Steel
Min UTS≥400 MPa
UseIndoor / Dry Timber
FinishBlack / Zinc Plate
HDG Coating
ASTM A153 · 50µm Min
CoverageFull Length + Head
UseOutdoor / Treated Lumber
CompatibilityACQ / CA-B Treated Wood
SS 316L
ASTM A276 · S30403
Min UTS≥485 MPa
UseMarine / Coastal Decking
FinishNatural / Passivated
SS 304
ASTM A276 · S30400
Min UTS≥515 MPa
UseGeneral Outdoor
FinishNatural / Passivated
Available Configurations

Lag Bolt Configurations & Related Timber Hardware

Standard hex and square head lag bolts, plus the washers used beneath every lag bolt head. M6–M24.

DIN 571 · Hex Head · M6–M24

Hex Head Lag Bolt

Standard hexagon head, coarse gimlet-point thread. M6–M24, standard and custom lengths. The default lag bolt specification for structural timber connections, deck ledger boards, heavy beam-to-post fastening, and general heavy carpentry requiring wrench-driven installation.

IS 6094 · Square Head · M8–M20

Square Head Coach Screw

Traditional square head, coarse gimlet-point thread. M8–M20. For heritage restoration, coach-building, and regional markets specifying the traditional coach screw head form. Same holding-power thread geometry as the hex head variant.

DIN 125 / IS 2016 · All Grades

Washers

Plain flat washers to DIN 125 / IS 2016, sized for lag bolt shank diameter. Always specified beneath the lag bolt head to distribute clamping load over a wider bearing area on the wood surface — critical because wood is significantly softer than the steel or stainless head, and an unwashered head will crush into the surface fibre over time.

Custom · Drawing · All Materials

Custom Lag Bolts

Non-standard lengths, thread diameters outside the standard range, and drawing-specific configurations in any available material and head style. Contact sales@akbarfasteners.in with head type, diameter, length, and grade requirement.

Correct Pilot Hole Sizing — DIN 571 / IS 6094 Reference

Lag Bolt Pilot Hole & Size Chart — M6 to M24

Pilot hole diameter must match wood density — softwoods (pine, fir) can use a smaller pilot hole than hardwoods (oak, teak) at the same lag bolt diameter, since denser wood offers more resistance to the coarse thread displacing fibre.

Scroll for all columns
Thread Size Softwood Pilot Hole (mm) Hardwood Pilot Hole (mm) Hex Across Flats (mm)
M63.54.210
M84.85.613
M106.07.017
M127.28.419
M148.59.822
M169.811.224
M2012.214.030
M2414.616.836

Values shown are general reference guidance. Always confirm pilot hole diameter against the specific wood species and structural design calculation for load-bearing connections.

Industries Served

Lag Bolts Application Areas

Structural timber construction, decking, heavy carpentry, and pole-line hardware — wherever a wrench-driven wood screw provides the correct fastening method.

Structural Timber Framing

Beam-to-post connections
heavy timber joints

Decking & Ledger Boards

Deck ledger to house frame
SS 316L coastal decking

Utility Pole Hardware

Cross-arm attachment bolts
pole-line fitting fastening

Heavy Carpentry

Furniture & fixture assembly
heritage restoration work

Agricultural Structures

Barn & shed framing
livestock enclosure timber

Playground & Outdoor Structures

Play equipment timber joints
pergola & gazebo framing

Bridge & Boardwalk Timber

Timber bridge deck fastening
coastal boardwalk hardware

Fencing & Rail Systems

Heavy rail post connections
equestrian fencing hardware
Standards We Manufacture To

Lag Bolt Standards Coverage

Same ISO 9001:2015 quality system as our complete fastener range. Thread geometry and gimlet point profile verified against the applicable standard on every production lot.

DIN Standards
DIN 571
The primary German standard for hexagon head wood screws (lag bolts) — specifies thread geometry, gimlet point dimensions, head size, and length range for M6–M24. The most widely referenced international dimensional standard for hex head lag bolt procurement across structural timber and general carpentry applications.
DIN 571Hex HeadWood Screw
Bureau of Indian Standards
IS 6094
Indian Standard for Coach Screws — covers both hex and square head lag bolt variants including material grade, thread dimensions, and gimlet point specification for the Indian timber construction and general hardware market. Referenced on Indian structural drawings alongside or instead of DIN 571 for domestic projects.
IS 6094Coach ScrewIndian Standard
Timber Design Codes
IS 883 / NDS (Timber Design)
IS 883 (Indian) and the National Design Specification for Wood Construction (US/international reference) provide the structural engineering methodology for calculating lag bolt withdrawal and shear capacity based on wood species specific gravity, lag bolt diameter, and embedment depth. Structural timber connections should be designed to these published values rather than field judgement alone.
IS 883NDSTimber Design
ISO / IS Mechanical
ISO 898-1 / IS 1367
ISO 898-1 defines the property class system (4.6) applicable to the shank and head of carbon steel lag bolts. IS 1367 covers the Indian equivalent technical supply conditions. Because the threaded portion engages wood rather than a machined nut, tensile testing is typically performed on the shank material rather than an assembled joint, with thread geometry inspected separately for gimlet point conformance.
ISO 898-1IS 1367Property Class
Treated Wood Compatibility
AWPA / Corrosion Guidance
American Wood Protection Association guidance and equivalent Indian treated-timber standards specify minimum corrosion protection (typically HDG or stainless steel) for fasteners used with modern copper-based wood preservative treatments (ACQ, CA-B) — these treatments are more corrosive to plain carbon steel and standard zinc plating than older chromated preservatives, making HDG or SS316L the correct specification for treated outdoor lumber.
AWPAACQ CompatibleTreated Wood
ISO Quality
ISO 9001:2015
QMS — Akbar Fasteners Pvt. Ltd. certified for complete lag bolt manufacture and dimensional inspection at our Mumbai facility. Thread pitch, gimlet point profile, and head dimensions verified against DIN 571 / IS 6094 on every production lot. NABL-accredited mechanical testing on shank material. Annual third-party audit.
QMSNABLMumbai
Every Lag Bolt Order Ships With

Complete Documentation Package

MTC
Mill Test Certificate
Grade / Standard Stated
NABL
Accredited Lab Reports
Tensile · Hardness
DIM
Dimensional Report
Thread & Point Profile
COC
Certificate of
Conformance
HDG
Coating Thickness Report
ASTM A153 (if HDG)
Related Timber & Structural Hardware

Related Bolt Types & Materials

Lag bolts for direct wood-fibre grip. Carriage bolts for through-bolted wood connections with a nut. J-bolts for concrete foundation anchoring. SS 316L for marine and coastal timber applications.

Lag Bolt Manufacturer India

Need Lag Bolts /
Coach Screws?

Head type (hex/square) · diameter · length · grade · finish · quantity. Akbar Fasteners Pvt. Ltd. responds within 24 hours.

Export: +91 8696 32 4646 · Support: +91 800 9315 333 · export@akbarfasteners.in

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