Rawl bolt

MaterialMetal
Product TypeAnchor Bolt
ShapeHexagon Head
Usage/ApplicationIndustrial
Description

Mechanical expansion anchoring

Specify the Rawl bolt as a complete fixing—not simply by diameter

Shree OSR Enterprises supplies Rawl bolts for contractors, fabricators, plant-maintenance teams, infrastructure buyers, distributors and industrial procurement departments across India. Common enquiries cover metric diameters from M6 to M24, multiple lengths, carbon-steel and stainless-steel options, and finishes selected for indoor, outdoor or demanding exposure. Exact combinations are confirmed against the required base material, fixture, quantity and project documentation.

A Rawl bolt is a post-installed mechanical expansion anchor used to secure a fixture to a pre-drilled hole in a suitable solid base. In the familiar shield-style assembly, tightening the hex-head bolt or nut draws a tapered cone into a segmented metal sleeve. The sleeve expands against the hole wall, generating the grip that holds a bracket, plate, frame or equipment base in position. The term is commonly used in the Indian trade for several related shield-anchor configurations, so the name alone is not a complete technical specification.

A dependable order begins with the connection. State whether the base is concrete, solid brick or stone; whether the load acts in tension, shear or both; how thick the fixture is; how close the fixing sits to an edge; and whether the environment is dry, exposed, coastal or chemically aggressive. Diameter and total length can then be considered with the required embedment, material, finish, head style and approved performance data.

This page helps buyers turn a general search such as “M12 Rawl bolt price” into a usable purchase description. It does not publish a universal load or drill chart because products sold under the Rawl-bolt name can differ in sleeve geometry, steel grade, embedment, torque and tested base-material scope. For structural, overhead, façade, seismic, safety-barrier or other consequence-sensitive work, the responsible engineer should approve the exact anchor and installation method.

What happens inside the drilled hole?

The connection develops through controlled expansion. Four components work together, and a mismatch or defect in any one of them can change installation behaviour. Understanding that sequence is useful for buyers because it explains why two anchors with similar outside dimensions are not automatically equivalent.

Bolt or stud

The threaded steel member transfers force from the fixture into the expansion assembly. It may finish with a hex head, projecting thread, hook or eye, depending on how the supported item connects.

Washer and nut

The washer spreads bearing at the fixture face while the bolt head or nut provides the tightening action. Compatible threads and adequate engagement are essential; random component substitution can invalidate the assembly.

Expansion shield

The slotted or segmented metal sleeve sits inside the hole. As it opens, it presses against the base material over a defined zone. Its geometry influences expansion, tolerance and substrate suitability.

Tapered cone

Tightening draws the cone into the shield. The resulting radial movement activates the anchor. Correct hole geometry and the product-specific installation torque are required for controlled engagement.

Grip is created by the fastener, base material and installation acting as one system

After drilling and cleaning, the complete anchor is inserted to the specified depth. Turning the hex head or nut creates axial movement inside the assembly. The cone travels into the shield; the shield opens; and contact pressure develops against sound material around the hole. The fixture is clamped against the surface while the expanded shield resists pull-out and movement.

That mechanism also explains the limitations. An oversized hole reduces contact. Residual dust can prevent seating. A weak, hollow or cracked substrate may not provide the confinement assumed by an unqualified product. Excessive torque can damage threads, overstress the expansion zone or crack material near an edge, while insufficient torque may leave the mechanism only partly set. The published instruction for the exact supplied anchor therefore takes priority over a generic site habit.

Rawl bolts are post-installed anchors: the concrete or masonry already exists before the fixing is drilled. They should not be confused with cast-in foundation bolts, which are positioned before the surrounding concrete cures and transfer load through a different construction sequence.

Trade-name caution: “Rawl bolt” is often used generically for shield-style expansion anchors. If a drawing requires a particular branded or approved system, match the product designation and documentation—not only the familiar name.
Configuration guide

Rawl bolt types are defined by the connection they create

Head style is more than appearance. It controls whether the fixture is installed with the anchor, placed over a projecting stud later, or attached to a hook or eye. Describe the required interface in the enquiry and confirm the complete assembly before approving a sample or bulk order.

H

Loose bolt / hex-head type

A removable hex-head bolt passes through the fixture and threads into the shield-and-cone assembly. Tightening the bolt sets the shield and clamps the fixture in one operation.

  • Useful for brackets, plates, rails and general through-fixing
  • Fixture hole, washer bearing and bolt length must be coordinated
  • Do not assume the anchor remains reusable after it has been expanded
P

Projection / stud type

A threaded stud remains above the surface after the shield is installed. The fixture is positioned over the projection and secured with a nut and washer.

  • Helpful when the anchor must be positioned before the supported item
  • Projection allowance must cover fixture, washer and full nut engagement
  • Compare with the dedicated projection bolt anchor range
J

Hook type

The exposed connection is formed as a hook for selected suspended, restraint or support tasks. The hook shape, opening and loading direction must match the intended attachment.

  • Common enquiries include cables, stays and selected service supports
  • Tighten by the instructed nut or setting point—not by twisting the hook
  • Not a default choice for fall-arrest, impact or shock loading
O

Eye type

A closed eye provides an attachment point for a compatible connector or supported item. Eye geometry and plane of load are part of the specification, not optional details.

  • Evaluate for selected hanging, restraint and utility applications
  • Avoid unapproved side loading or prying across the eye
  • For alternatives, review the CAN eye bolt and related anchor products

From size search to purchase specification

Rawl bolt sizes: what M6, M8, M10, M12, M16, M20 and M24 do—and do not—tell you

The “M” designation normally identifies the nominal metric thread diameter. It does not, by itself, define total length, shield length, effective embedment, fixture capacity, drill diameter, torque or safe working load. Use the size as the beginning of the enquiry and complete the description with the connection conditions.

Common enquiry range: M6–M24*
Nominal sizeHow buyers often describe itTypical application conversationInformation still needed
M6Small metric Rawl boltCompact brackets, light service supports and limited-space fixtures where the exact approved anchor permits.Length, base, fixture hole, edge distance, material, quantity and product data.
M8M8 Rawl bolt for concrete or masonryGeneral fixing, rails, small frames and service brackets subject to the connection design.Shield style, embedment, fixture thickness, environment and installation torque.
M10M10 heavy-duty expansion boltFrequently requested for equipment supports, steel brackets, frames and site fabrication work.Total length, base condition, load direction, finish and required certificates.
M12M12 Rawl anchor bolt with washerA common procurement size for structural-support conversations, handrails and machinery-related fixtures.Design load, spacing, edge distance, concrete/masonry data and exact assembly.
M16M16 shield anchor / Rawl boltHeavier plates, equipment bases and engineered supports with adequate member thickness and access.Approved resistance, embedment, concrete condition, torque, inspection and testing plan.
M20Large heavy-duty Rawl boltEngineered industrial and infrastructure connections where a shield-type anchor is specifically accepted.Detailed drawing, anchor schedule, product approval, steel/finish and project QA needs.
M24M24 industrial Rawl anchorRequirement-led large-diameter enquiry; availability and suitability must be confirmed for the exact construction.Complete technical specification, manufacturing feasibility, quantity, testing and delivery programme.
Fixture thickness+Required embedment+Thread / setting allowance

Why there is no generic drill-bit chart here

Some shield anchors require a hole larger than the nominal thread, while other expansion families match hole and stud diameter more closely. A drill chart copied from a different brand can create an oversized or undersized hole. Confirm the bit diameter and minimum hole depth from the data supplied with the exact anchor.

Why there is no generic load table here

Capacity varies with anchor design, diameter, embedment, concrete or masonry strength, cracked condition, edge distance, spacing, load direction and installation. Read the related guide to embedment depth and edge distance, then use product-specific verified data for design.

*Size combinations and stock are subject to quotation-stage confirmation. Listed sizes are an enquiry guide, not a performance schedule.

Exposure-led selection

Choose Rawl bolt material and finish for the service environment

Mechanical strength and corrosion resistance are separate requirements. Material describes the steel itself; finish describes a protective surface treatment; and property class describes mechanical performance. A purchase order that says only “steel Rawl bolt” leaves all three open to interpretation.

MS

Mild / carbon steel

An economical base material for protected applications when its mechanical properties and any required coating match the specification.

Do not treat bare steel as corrosion resistant.
ZP

Zinc plated

A relatively thin sacrificial zinc finish commonly discussed for dry indoor or sheltered conditions.

Not a default finish for prolonged wet or coastal exposure.
HDG

Hot-dip galvanized

A heavier zinc coating often evaluated for outdoor steelwork, infrastructure and humid service.

Confirm coating thickness, thread fit and assembly compatibility.
304

SS304 / A2

A widely used stainless grade for architectural, hygienic, humid and many general outdoor applications.

Chloride and chemical exposure require a closer review.
316

SS316 / A4

A molybdenum-bearing stainless option frequently specified for coastal, marine, wash-down and more aggressive conditions.

Suitability still depends on the complete environment and assembly.

Describe the real exposure

“Indoor” and “outdoor” are often too broad. A sheltered factory connection can remain dry for years, while an indoor wash-down area may be repeatedly wet and exposed to cleaning chemicals. A base plate can trap moisture around an anchor even when the surrounding structure looks dry.

  • Rain and monsoon exposure
  • Distance from coastline
  • Chloride or salt contact
  • Chemical vapours or splash
  • Temperature and wash-down
  • Inspection and maintenance access

Keep the assembly compatible

Specify the bolt or stud, shield, cone, nut and washer as a compatible system. Mixing stainless and carbon-steel parts can create unequal service life and, in wet conditions, galvanic-corrosion concerns. Thick coatings can change thread fit. A replacement nut selected only by nominal diameter may therefore be unsuitable.

Stainless steel is not a strength class, heat treatment is not a corrosion coating, and a silver-coloured surface does not identify the material. Ask for the exact grade and finish. For a deeper comparison, read MS vs HDG vs stainless steel vs heat-treated fasteners.

Substrate comes first

Where can a Rawl bolt be used?

A shield anchor needs enough sound material around its expansion zone to develop and retain grip. “Masonry” covers materials with very different density, geometry and failure behaviour, so identify what lies behind paint, plaster or cladding before selecting the anchor.

Primary evaluation

Sound concrete

A common base for shield-style anchors when the exact product is approved for the concrete condition, strength and loading. Confirm whether the anchor zone must be treated as cracked or non-cracked.

Product-specific review

Solid brick and dense masonry

Some Rawl-type shields are intended for solid brickwork or masonry. Unit strength, mortar joints, hole position and expansion pressure matter. Do not transfer a concrete load value to brick.

Product-specific review

Natural stone

Dense stone may accept selected systems, but variability, bedding planes, brittleness, edge conditions and appearance make trial installation or engineering review important.

Do not assume suitability

Hollow block, AAC or weak base

A conventional expanding shield may meet a void or crush low-density material. Review a purpose-designed frame fixing anchor, chemical system with sleeve, or another approved solution.

!

Surface appearance does not establish anchor suitability

Render, plaster, screed, tile, insulation and non-structural cladding are not anchoring bases. The fixing must pass through finishes and achieve the required engagement in a verified structural material. Where the base is hidden or an existing structure is being modified, survey it before ordering a large batch.

Concrete that appears uncracked can still be classified as cracked by structural analysis. Read cracked vs non-cracked concrete and ask the engineer for the design condition on structural or safety-critical work.

Rawl bolt applications across construction and industry

The following are application conversations, not blanket approvals. Every connection still needs the correct base material, size, embedment, edge distance, spacing, material grade and installation data. Where failure could injure people, damage essential equipment or compromise a structure, specification and acceptance belong with the responsible engineer.

01 / CONSTRUCTION

Steel plates, brackets and frames

Shield anchors may be evaluated for fixing fabricated brackets, secondary steel, gates, frames and supporting plates into suitable concrete or solid masonry.

Check plate-hole size, fixture thickness, edge geometry and load eccentricity.
02 / HANDRAILS

Rails, barriers and balustrade bases

Post bases and wall brackets can impose tension, shear, moment and repeated service loads rather than a simple downward force.

Barrier and fall-protection functions require engineered fixings and documented installation.
03 / MACHINERY

Equipment feet and service supports

Industrial buyers enquire about Rawl bolts for machinery bases, guards, benches, conveyors and maintenance installations in existing slabs.

Vibration, impact, grout gaps, alignment and future removal can change the preferred anchor family.
04 / MEP

Pipe, cable and utility brackets

Selected wall and floor supports may suit shield anchoring when the base and approved working load are known.

Overhead services need a qualified system, controlled installation and appropriate inspection.
05 / INFRASTRUCTURE

Signage, gantries and site hardware

External fixtures introduce wind, cyclic loading, water exposure and maintenance demands alongside basic anchoring resistance.

Specify HDG or stainless options only after checking exposure and complete assembly compatibility.
06 / RETROFIT

Fixing into existing structures

Post-installed anchors are useful where concrete or masonry is already complete, but existing structures also bring unknown reinforcement, voids and concealed services.

Survey, scan and verify the member before drilling; do not rely solely on old drawings.

When Rawl bolts are not the natural first choice

Very tight edge distances, deep rebar anchoring, unknown or cracked bases, hollow masonry, repeated disassembly, high seismic demand or connections requiring minimal expansion pressure may point toward another system. Compare chemical and mechanical anchors before finalising the order.

Eight connected decisions

A selection checklist before buying Rawl bolts in bulk

The most expensive anchor error is often not a defective piece; it is a correctly made product ordered for the wrong connection. Collect these inputs before price becomes the deciding factor.

01

Base material and condition

Record concrete strength and thickness or the masonry/stone type. State whether cracked-concrete, seismic or other qualification is required. Surface appearance alone does not establish the condition.

02

Load direction and behaviour

Identify tension, shear, combined load, bending, impact, vibration, cyclic action and duration. A handrail base, vibrating machine and static wall bracket can demand different solutions.

03

Required embedment

Effective embedment influences the volume of material resisting the anchor. It is not necessarily equal to total anchor length or physical drill depth. Use the approved product definition.

04

Fixture build-up

Add the plate or bracket, washers, packers, levelling material and any grout gap. Enough anchor length must remain for the specified embedment and complete thread engagement.

05

Edges, spacing and member size

An expanding anchor stresses material around the hole. Nearby edges, openings and adjacent anchors can reduce resistance or promote splitting. A larger diameter may require more space, not solve a tight layout.

06

Material and service life

Match MS, zinc plating, HDG, SS304 or SS316 to moisture, chlorides, chemicals, temperature, inspection access and intended life while separately confirming mechanical performance.

07

Installation access and control

Check drill access, hole-cleaning equipment, insertion space, calibrated torque tools and installer competence. A technically suitable anchor can still be impractical at the workface.

08

Evidence and inspection

Define required datasheets, material or coating certificates, test reports, lot traceability, sample approval, site proof tests and installation records before the order is released.

Do not convert ultimate test values directly into a “safe load”

Published values may represent mean ultimate, characteristic, design or recommended loads under stated laboratory conditions. They are not interchangeable. Project design must apply the relevant safety format, product approval and reduction factors for concrete condition, edges, spacing, groups and load interaction.

For an overview of how post-installed mechanical fasteners are assessed, consult the European Organisation for Technical Assessment’s EAD directory. This external reference explains an assessment framework; it does not certify an unspecified Shree OSR product. Always request documentation for the exact supplied anchor.

Six enquiry scenarios—and the questions that change the answer

Real purchase requests rarely arrive as complete anchor schedules. These scenarios show how Shree OSR’s team and the buyer can convert a familiar application into a better-defined enquiry. They are not design recommendations; each highlights the missing information that must be resolved before an anchor is approved.

Indoor steel bracket on a concrete wall

A buyer asks for an M10 zinc-plated Rawl bolt for fabricated support brackets. Before confirming length, measure the bracket thickness and washer stack, identify the concrete and obtain required embedment from the accepted product data. Check whether the load pulls away from the wall, acts downward in shear or creates a moment because the supported item projects outward.

Specification focus: M10 × total length, hex-head configuration, zinc finish, bracket hole, embedment, edge distance, quantity and dry-service confirmation.

Outdoor handrail or guardrail base

A handrail base plate looks like a simple four-bolt fixing, but load at the top of the rail creates leverage at the anchors. Movement, public use and failure consequence can make this an engineered connection. Review base-plate stiffness, concrete edges, anchor spacing, tension-and-shear interaction, corrosion protection and any barrier standard that applies.

Specification focus: approved anchor schedule, base-plate drawing, design loads, concrete condition, HDG or stainless requirement, controlled torque and inspection.

Coastal equipment support

The anchor may sit indoors but still experience chloride-bearing air, wash-down water or condensation at the base plate. “Stainless steel” is incomplete: compare SS304 and SS316 for the actual environment and confirm that the shield, cone, nut and washer match the specified grade. Avoid pairing a stainless exposed bolt with an unverified carbon-steel expansion component hidden in the hole.

Specification focus: complete alloy designation, exposure description, equipment load, vibration, base details, compatible assembly and required material evidence.

Machinery fixed to an existing slab

Machinery can introduce vibration, impact, cyclic loads and alignment requirements that a static catalogue description does not address. Confirm slab thickness, reinforcement and services before drilling. Include grout or levelling-pack thickness in the fixture build-up and decide whether future equipment removal favours a different anchor geometry or a pre-planned threaded connection.

Specification focus: machine drawing, operating loads, vibration, anchor pattern, slab survey, grout gap, installation access and proof-testing plan.

Bracket fixed to solid brick masonry

First verify that the wall is solid brick rather than perforated unit, hollow block or a veneer over another base. Hole location relative to brick edges and mortar joints affects behaviour, and a concrete value cannot be reused for masonry. Confirm the exact shield anchor is intended for that material and consider a controlled site test where the project method requires it.

Specification focus: brick type and condition, wall thickness, hole location, product-specific masonry data, fixture load, diameter, embedment and test requirement.

Overhead service suspension

Overhead anchors carry a direct consequence if the fixing loosens. Establish whether the support is static, fire-rated, vibration-exposed or part of a safety-critical service. The concrete zone may need cracked-concrete qualification even when the soffit looks sound. Hook and eye shapes also need the intended direction of loading; an unapproved side pull can introduce bending.

Specification focus: qualified product, concrete classification, tension load, fire/seismic needs, connection geometry, installer competency and documented inspection.

The same nominal size can describe six different risk profiles

That is why this product page does not force every enquiry into a universal size-and-load promise. Send the application details that genuinely affect selection. For routine non-structural work, the result may still be a straightforward stock item; for engineered work, those details prevent an attractive but non-equivalent substitute from reaching site.

How to install a Rawl bolt with controlled site checks

This sequence describes quality logic for a typical shield-style anchor. It is not a substitute for the installation instructions, torque and dimensions supplied with the exact product. Stop when site conditions differ from the approved drawing or method statement.

Verify the anchor and location

Match product type, size, length, material, finish and quantity to the anchor schedule. Confirm base material, member thickness, edge distances and spacing. Scan for reinforcement, post-tensioning, electrical conduits and other concealed services using the approved procedure.

Mark and align the fixture

Set the bracket or plate in its final orientation. Check line, level and bearing. Do not plan to pull a distorted fixture flat by excessive tightening. Resolve unapproved gaps, packers, thick coatings or misaligned holes first.

Drill the specified hole

Use the instructed drill type and a serviceable bit of the exact stated diameter. Drill to controlled depth and orientation without rocking the tool to enlarge the hole. A shallow hole can prevent full insertion; an oversized hole can prevent dependable expansion.

Remove dust and debris

Clean to the full depth with the documented brush, blower, pump or vacuum sequence. Use a brush suited to the hole. Control silica exposure and wear the required PPE. Dust left at the bottom can block insertion or produce misleading tightening feedback.

Insert without damaging components

Assemble the anchor as instructed and protect the first thread from hammer impact. Insert to the required position with appropriate tools. Do not grind a shield, remove a cone or substitute a random bolt because the delivered assembly does not fit.

Tighten to the stated setting torque

Use a calibrated torque wrench where torque controls setting. Tighten the correct component and follow the approved pattern on multi-anchor fixtures. Under-tightening can leave incomplete expansion; uncontrolled over-tightening can damage threads, crush the fixture or distress material near an edge.

Inspect, record and protect

Confirm projection, washer bearing, thread engagement, fixture seating and visible condition. Record controlled torque or proof-test results where the inspection plan requires. Protect exposed threads and interfaces, then identify rejected holes so they are not reused informally.

!

Stop work when the anchor spins, cannot seat or cannot reach controlled torque

More force is not a repair. Isolate the location and investigate product mismatch, wrong hole geometry, dust, weak material, damaged threads, shallow depth or an obstruction. Relocation must preserve the approved distance from the rejected hole and nearby edges. Use the complete anchor installation checklist for supervision and pre-start planning.

Failure prevention

Six Rawl bolt mistakes that create avoidable rework

Most installation problems begin earlier than tightening. A useful control plan connects design, purchase, storage, drilling, setting and inspection so the same defect is not repeated across an entire anchor group.

Wrong substrate

Expanding into hollow or weak material

The shield cannot develop predictable confinement when it meets a void or crushes the surrounding base. Verify the substrate and choose an approved alternative where necessary.

Hole geometry

Using a worn bit or rocking the drill

An enlarged, angled or shallow hole changes the setting condition. Inspect bits, control depth and drill steadily. Do not hide a poor hole with an improvised filler.

Dust

Treating cleaning as optional

Residual dust can prevent the anchor reaching position and interfere with expansion. Clean to full depth using the method required for the supplied system.

Geometry

Ignoring edges and adjacent fixings

Closely spaced anchors and nearby free edges reduce the available resisting material. Do not relocate a rejected hole a few millimetres away without approval.

Torque

Tightening by feel or impact alone

Uncontrolled torque can under-set or damage the assembly. Use the stated setting method and calibrated equipment where the specification requires it.

Exposure

Buying the cheapest finish

Corrosion can reduce section, seize threads and stain adjacent work after handover. Select protection for the actual moisture, chloride and chemical conditions.

What should you do with a loose installed anchor?

Isolate the connection and determine whether the cause is an unsuitable product, damaged assembly, incorrect hole, insufficient embedment, poor cleaning, weak base, stripped thread, fixture movement or overload. Do not weld the head, add uncontrolled torque or inject resin around the visible gap as an informal repair.

The responsible engineer should decide whether the location is tested, removed, replaced, relocated or supplemented. Record the non-conformance and corrective action; then check other anchors installed by the same crew, tool and method before assuming the issue is isolated.

Choose by connection behaviour

Rawl bolt vs wedge, sleeve, drop-in, chemical and TAM anchors

There is no universally strongest anchor. Base material, load, edge distance, installation access, required thread form, removability, cure time and documented approval decide which family fits the job. Similar diameters do not establish equal performance.

Anchor familyHow it engagesUseful connection featureImportant limitationExplore
Rawl / shield typeA segmented sleeve expands as a central bolt, stud or cone is tightened.Robust general-purpose mechanical fixing with hex, projection, hook and eye configurations.The term is used generically; actual substrate scope, torque and capacity vary by product.Current page
Wedge anchorA tapered stud pulls an expansion clip against the hole wall.Fast through-fixing and permanent male-stud connection in suitable solid concrete.Creates expansion pressure and is not a default for hollow masonry or tight edges.Wedge anchor
Sleeve anchorA sleeve expands around part of the anchor body as the bolt or nut tightens.Broad head-style choice and potential suitability across selected concrete or masonry bases.Approved substrates and resistance differ; do not infer wedge-anchor performance.Sleeve anchor
Drop-in anchorA setting tool expands a flush, internally threaded shell in a drilled hole.Creates a female thread for removable bolts or threaded-rod suspension.Requires the correct setting tool and is not a through-fixing stud.Drop-in anchor
Chemical anchorResin bonds a threaded rod or rebar along the cleaned embedment.No mechanical expansion during setting; useful for engineered close-edge or deep-embedment solutions.Cleaning, resin choice, temperature, working time and full cure are critical.Chemical anchor
TAM anchorA metal expansion body is activated by its bolt inside the hole.An alternative mechanical anchor geometry for selected industrial and construction tasks.Similar purpose does not mean identical dimensions, installation or capacity.SS TAM anchor

Consider a Rawl-type shield when…

The verified product suits the solid base, the head configuration matches the fixture, immediate mechanical setting is useful and expansion can occur within approved edges and spacing.

Review a chemical system when…

The connection needs bonded rod or rebar, deeper embedment, reduced expansion pressure, close-edge engineering or a condition outside the proposed shield anchor’s approval.

Review drop-in or sleeve options when…

The job needs a flush internal thread, removable service bolt, different head, or another documented base-material capability. See sleeve vs wedge anchors.

Substitution rule: when the scheduled anchor is unavailable, compare approved base material, load resistance, concrete condition, diameter, embedment, edges, spacing, material, finish and installation—not just overall shape or advertised price.
Commercial clarity

What determines Rawl bolt price in India?

A meaningful price needs a meaningful specification. Diameter, length, head configuration, sleeve design, steel grade, coating, stainless grade, quantity, packaging, test requirements and freight all affect the offer. An M12 unit rate without length or material is not directly comparable with another M12 quote.

Bulk quantity can improve production and packing efficiency, but the lowest piece price may not produce the lowest installed cost. Include delivery schedule, sorting, labelling, inspection, rejected-hole risk and availability of matching nuts or washers in the comparison.

Shree OSR Enterprises confirms stock or manufacturing route, minimum quantity, commercial terms and delivery against the submitted requirement. Prices can change with raw-material and processing costs, so request a current written quotation instead of placing a historical online figure into a project budget.

Copy this one-line format into your enquiry

ProductRawl / shield anchor and required head type
SizeDiameter × total length; thread if special
Material / finishMS, ZP, HDG, SS304 or SS316
Base / fixtureConcrete or masonry; fixture thickness
QuantityPieces per size and release schedule
DeliveryCity, required date and packing method
DocumentsDatasheet, test, material or coating needs
Project noteLoad/approval requirements and drawing reference

Bulk Rawl bolt supply with a clearer approval trail

Shree OSR Enterprises serves contractors, distributors, fabricators, maintenance teams and project buyers across India. The useful supplier question is not only “Can you send this size?” but “Can the delivered lot be identified, checked and released against our requirement?” Agree the evidence level before ordering.

Requirement review

Size, configuration, base, exposure, quantity and documents are checked before the commercial offer is finalised.

Sample or drawing check

Where dimensions or fit are project-specific, approve a sample, drawing or controlled description before bulk release.

Packing and identification

Discuss count per pack, size separation, labels, batch references and protection from moisture or thread damage in transit.

Pan-India coordination

Provide delivery city, workfront sequence and required date so dispatch can be planned around the actual project programme.

Documentation is requirement-led, not implied. Request the exact datasheet, material certificate, coating report, dimensional inspection, approval or test evidence your project needs and have availability confirmed in writing. Learn more about the company’s product range and service approach on the About Shree OSR Enterprises page.
Before material reaches the drill

Rawl bolt receiving, storage and workface checks

A correct quotation can still become a site problem if sizes are mixed, threads are damaged or the delivered configuration does not match the approved schedule. Make receiving inspection proportional to the connection risk and complete it before packs are distributed among work crews.

Match the order

Check product description, diameter, length, head type, material, finish, quantity and required accessories against the purchase order and approved submittal.

Inspect the assembly

Confirm shields, cones, bolts or studs, nuts and washers are present and compatible. Quarantine pieces with bent parts, flattened threads or distorted sleeves.

Verify identification

Keep size, grade, coating, lot and document references connected to the physical packs. Do not combine look-alike anchors after labels are removed.

Check finish condition

Look for corrosion, coating damage, contamination and incompatible repair paint. Cosmetic colour alone does not prove the ordered coating or stainless grade.

Release the right item

Issue anchors by drawing mark or controlled size list. Give installers the current data, drill details, torque and rejection process with the materials.

Store complete assemblies together

Keep anchors dry, covered and separated from wet floors, grinding dust, chemicals and mixed fastener bins. Protect threads and coating during handling. Where stainless cleanliness matters, avoid carbon-steel contamination. Record partial pack transfers so replacement components are not taken from an unverified source when one nut, washer or bolt goes missing. If site storage conditions damage labels or packaging, re-identify the lot through the approved quality process before use; do not guess a diameter, coating or grade from appearance. Return doubtful material to quarantine until procurement or quality control confirms disposition.

Continue your anchor selection

Use these related product and technical pages to compare mechanisms, base-material limits and site controls. This contextual linking keeps the Rawl bolt page focused while giving buyers a direct path to the next decision.

Buyer questions

Rawl bolt frequently asked questions

Short answers for sourcing and site planning. Product-specific instructions and engineering approval take priority where the connection is structural or safety-critical.

What is a Rawl bolt used for?

It is used to create a post-installed mechanical fixing in a suitable solid base, commonly for brackets, steel plates, frames, rails, equipment supports and selected utility fixtures. The required product depends on the base, load, geometry, exposure and head configuration.

Is a Rawl bolt the same as an anchor bolt?

A Rawl bolt is one type within the broad anchor-bolt market: a mechanical expansion or shield anchor installed after the base has cured. “Anchor bolt” can also describe wedge anchors, sleeve anchors, bonded rods and cast-in foundation bolts, so clarify the mechanism.

Is a Rawl bolt the same as a wedge anchor?

No. A traditional Rawl-type anchor uses a segmented shield expanded by a cone or central bolt. A wedge anchor normally uses a threaded stud with a smaller clip around its tapered end. Both expand mechanically, but their geometry, hole, base-material scope and installation data differ.

Which Rawl bolt sizes are available?

Common enquiries include M6, M8, M10, M12, M16 and M20, with M24 and other requirement-led combinations discussed subject to design and supply feasibility. State total length, head type, material, finish and quantity because diameter alone is incomplete.

How do I choose Rawl bolt length?

Overall length must accommodate the complete fixture build-up, the product’s required embedment and the necessary thread or setting allowance. Washer, nut, packer, grout and usable-thread dimensions can change the choice. Confirm the exact item before drilling.

Which drill bit should I use for a Rawl bolt?

Use the diameter and drill type stated for the exact anchor. Do not assume the bit equals the metric thread size and do not copy a chart from an unrelated brand. Shield outside diameter and setting geometry can vary even when nominal bolt size matches.

What is the load capacity of a Rawl bolt?

There is no single capacity for the product name. Resistance depends on the exact anchor, diameter, embedment, base strength and condition, edges, spacing, loading and installation. Use verified product data and the applicable design method; never turn a competitor’s ultimate test value into a safe load.

Can Rawl bolts be used in brick walls?

Selected shield anchors can be intended for solid brick or dense masonry, but suitability and resistance must come from the exact product data. Avoid mortar joints unless specifically permitted. Hollow block, perforated brick and AAC usually require a different approved system.

Can Rawl bolts be used in cracked concrete?

Only when the specific anchor has documented qualification for that condition and the design accepts it. Concrete does not become “non-cracked” merely because no crack is visible. The classification comes from structural behaviour at the anchor location.

Are stainless-steel Rawl bolts better than zinc-plated bolts?

They answer different exposure and budget needs. Zinc-plated carbon steel is commonly discussed for dry, protected use; SS304 offers broad general corrosion resistance; SS316 is often evaluated for chloride or coastal conditions. Mechanical grade and full assembly compatibility still need confirmation.

Can a Rawl bolt be removed and reused?

Do not assume reuse. Once the shield has expanded, removal can damage the anchor or surrounding base and the original setting condition cannot be recreated reliably. Use a new approved anchor and an engineer-approved location when replacement is necessary.

How can I get an accurate bulk Rawl bolt quote?

Send one line per item with configuration, diameter × length, material/finish, quantity, base and fixture details, delivery city and required documentation. Attach the anchor schedule or drawing for project work. Contact Shree OSR Enterprises for current availability and pricing.

Rawl bolt manufacturer & supplier enquiries across India

Send the specification. Get a quote matched to the connection.

Share the required size, configuration, material, finish, quantity, base, fixture and delivery city. Shree OSR Enterprises will confirm the suitable supply route, commercial offer and available documentation for your requirement.