Safe Work Method Statement

Pre-cast Tilt-up Panels Safe Work Method Statement

Comprehensive Australian WHS Compliant SWMS

No credit card required • Instant access • 100% compliant in every Australian state

5 sec
Creation Time
100%
Compliant
2,000+
Companies
$3.6K
Fines Avoided

Avoid WHS penalties up to $3.6M—issue compliant SWMS to every crew before work starts.

Pre-cast tilt-up panel construction involves casting large concrete wall panels horizontally on the building's floor slab or purpose-built casting beds, allowing panels to cure before being tilted into vertical position using mobile cranes. This construction method requires precise formwork installation, steel reinforcement placement, concrete pouring and finishing, embedded fixture installation, and coordination with lifting operations. Workers face hazards including manual handling of heavy formwork and reinforcement materials, exposure to wet concrete causing chemical burns, working at low heights during panel finishing, struck-by risks from concrete placement equipment, and coordination challenges between multiple trades working simultaneously. This Safe Work Method Statement addresses the manufacturing and handling phases of tilt-up panel construction in accordance with Australian WHS legislation and the National Code of Practice for Precast, Tilt-up and Concrete Elements in Building Construction.

Unlimited drafts • Built-in WHS compliance • Works across every Australian state

Overview

What this SWMS covers

Tilt-up panel construction begins with preparation of the building floor slab or purpose-built casting bed to receive panel formwork. The floor slab serves as the bottom form face, requiring treatment with release agents preventing bond between the cast panel and slab surface. Edge forms defining panel perimeter dimensions are installed using timber or steel form systems, with form joints sealed to prevent concrete leakage and form bracing installed to resist concrete pressure during placement. Steel reinforcement installation follows formwork completion, with workers positioning reinforcement mesh, placing bar chairs maintaining correct concrete cover dimensions, and installing steel fixing wire connecting overlapping mesh sheets and perimeter bars. Reinforcement typically comprises welded wire mesh in standardized sheets (6 metres by 2.4 metres typical), supplemented by additional bar reinforcement around openings and at lifting points. Embedded fixtures including window frames, door frames, architectural features, and lifting inserts must be accurately positioned and secured before concrete placement. Concrete placement for tilt-up panels typically uses ready-mix concrete delivered by truck and placed directly or through concrete pumps and boom systems. Panel thickness commonly ranges from 150mm to 250mm for single-storey buildings, requiring significant concrete volumes and coordinated placement to prevent cold joints. Workers screed and finish the exposed panel face (which will become the exterior face when erected) achieving specified surface textures ranging from smooth trowel finish to exposed aggregate or architectural treatments. Panels must cure to sufficient strength (typically 75% of design strength) before lifting operations can proceed, usually requiring 7-14 days depending on weather conditions and concrete mix design. Quality control during manufacturing includes verification of reinforcement placement, concrete strength through cylinder testing, embedded fixture positioning, and panel dimensions. The manufacturing sequence allows multiple panels to be cast on the floor slab in overlapping schedules, with forms stripped and repositioned as completed panels reach sufficient strength. Site logistics must accommodate concrete delivery trucks, pump equipment, finishing machinery, material storage for reinforcement and embedded fixtures, and movement of workers and equipment across the casting area while maintaining safety separation from completed panels awaiting erection.

Fully editable, audit-ready, and aligned to Australian WHS standards.

Why this SWMS matters

Manual handling injuries during tilt-up panel construction occur frequently due to the weight and awkwardness of materials being handled. Individual reinforcement mesh sheets weighing 180-250kg require minimum four-person team lifts or mechanical handling using excavators or forklifts. Workers sustain back injuries, shoulder strains, and crush injuries to fingers and hands when mesh sheets slip during positioning or when attempting to maneuver sheets with inadequate personnel. The large sheet dimensions (up to 6 metres length) create control difficulties when wind catches sheets or when placement requires reaching across forms. Australian WHS legislation mandates elimination or minimization of manual handling risks through task redesign and mechanical aids rather than relying on manual lifting techniques. Chemical burns from wet concrete exposure affect hands, forearms, and knees of workers during concrete placement and finishing operations. Portland cement's high alkalinity (pH above 12) causes progressive skin damage, initially appearing as skin dryness and irritation but developing into painful chemical burns with continued exposure. Workers kneeling in wet concrete during finishing operations, placing hands in concrete to embed fixtures or adjust reinforcement, or failing to wash cement splashes from skin promptly experience the most severe injuries. The delayed onset of symptoms causes many workers to underestimate exposure risks, continuing work while chemical damage progresses. Cement dermatitis develops from repeated exposure, creating permanent skin sensitization requiring workers to avoid all future cement contact, effectively ending careers in concrete work. Struck-by incidents during concrete placement operations occur when concrete trucks reverse to discharge points, concrete pump booms move across work areas, and finishing equipment including power screeds and trowels operate near workers. The focus required for finishing operations reduces worker awareness of mobile plant movements. Concrete placement creates time pressure as material workability windows are limited, encouraging rushed work and reduced vigilance. Inadequate traffic management and exclusion zones allow workers to remain in strike zones during equipment movements. Working at low heights during panel finishing and embedded fixture installation creates fall risks often underestimated compared to elevated work. Workers standing on fresh panels during finishing operations can slip on wet concrete surfaces, trip over reinforcement or embedded fixtures, or overbalance when reaching to finish panel edges. Falls from heights under 2 metres still cause serious injuries including head trauma, fractures, and soft tissue damage. The repetitive nature of panel finishing over extended shifts increases fatigue-related errors. The National Code of Practice for Precast, Tilt-up and Concrete Elements requires specific risk assessments and controls for all tilt-up construction phases, with documented procedures verified before high-risk lifting operations proceed.

Reinforce licensing, insurance, and regulator expectations for Pre-cast Tilt-up Panels Safe Work Method Statement crews before they mobilise.

Hazard identification

Surface the critical risks tied to this work scope and communicate them to every worker.

Risk register

Manual Handling Injuries from Heavy Reinforcement Mesh Installation

high

Tilt-up panel reinforcement typically uses welded wire mesh sheets weighing 180-250kg each, with individual sheets measuring up to 6 metres by 2.4 metres. Workers must lift mesh from delivery stacks, carry across formwork, position accurately within panel forms, and overlap adjacent sheets as specified. The size and weight of mesh sheets requires minimum four-person team lifts, but uneven load distribution as sheets flex during handling creates unpredictable forces. Workers experience back strain from sustained holding during positioning, shoulder injuries when mesh sheets slip or shift suddenly, and crushing injuries to fingers and hands caught between overlapping mesh edges or between mesh and forms. Wind creates additional hazard by catching large mesh sheets acting as sails, potentially overbalancing workers or causing mesh to twist and strike personnel. Awkward bending and reaching postures required when working at floor level positioning mesh for extended periods cause cumulative musculoskeletal strain.

Consequence: Acute lower back injuries including muscle tears and disc herniation requiring extended recovery periods, chronic back pain and degenerative disc disease from repeated heavy lifting, shoulder rotator cuff tears requiring surgical repair, crushed fingers and hands causing fractures and soft tissue damage, and long-term disability affecting capacity for physical work.

Chemical Burns from Wet Concrete Exposure

high

Portland cement in wet concrete is highly alkaline with pH levels above 12, causing chemical burns through prolonged skin contact. During tilt-up panel concrete placement and finishing, workers frequently contact wet concrete with unprotected hands when adjusting reinforcement, positioning embedded fixtures, hand-screeding around obstacles, or power-troweling panel surfaces. Workers kneeling on fresh concrete during finishing operations experience concrete saturating clothing at knees, maintaining prolonged skin contact. Cement splashes on forearms during placement or finishing that are not immediately washed cause progressive skin damage over hours. The chemical burn develops slowly without immediate pain, causing many workers to underestimate exposure risk and continue working while damage progresses. Initial symptoms include skin redness and irritation, progressing to painful cracking, blistering, and ulceration with continued exposure. Repeated low-level exposure causes cement dermatitis, a chronic skin condition creating permanent sensitization requiring total avoidance of cement contact.

Consequence: Deep chemical burns requiring medical treatment and skin grafting in severe cases, permanent scarring and skin discoloration affecting exposed areas, chronic cement dermatitis causing painful skin cracking and bleeding with any future cement exposure, career-ending sensitization preventing all future concrete work, bacterial infections of damaged skin requiring antibiotic treatment, and psychological impact from permanent disfigurement.

Struck-by Concrete Delivery Trucks and Pump Equipment

high

Tilt-up panel concrete placement requires multiple concrete truck deliveries, with 6-8 cubic metre trucks reversing across sites to discharge points near panel forms. Truck drivers have extremely limited rear visibility, relying on mirrors and reversing cameras that may not detect personnel behind or beside trucks. Workers positioning reinforcement, installing embedded fixtures, or preparing forms may not hear reversing alarms over site noise or may misjudge truck approach speed and stopping distance. Concrete pump trucks with long boom sections create wide strike zones as booms rotate and extend to reach panel locations. Workers focused on finishing operations may not maintain awareness of boom positions overhead. Pump operators controlling boom movements from remote locations may have obstructed views of ground personnel. The urgency of maintaining concrete placement before material stiffens creates production pressure reducing focus on safety protocols.

Consequence: Fatal crush injuries from being struck or run over by reversing concrete trucks, severe traumatic injuries including head trauma and multiple fractures from boom impacts, spinal injuries causing permanent paralysis from being struck by heavy equipment, internal organ damage from compression forces, and psychological trauma for workers witnessing struck-by incidents.

Slips, Trips and Falls During Panel Finishing Operations

medium

Workers performing concrete finishing operations on tilt-up panels work at floor level but face significant slip and trip hazards. Fresh wet concrete creates extremely slippery surfaces, particularly when chemical release agents are applied to slab surfaces before casting. Workers power-troweling panels walk backwards while operating equipment, unable to see obstacles behind them including reinforcement projections, form edges, embedded fixtures, or material stockpiles. Electrical cords from power trowels and screeds trail across work areas creating trip hazards. Workers finishing panel edges lean over forms maintaining awkward postures that can cause overbalancing. Fatigue from sustained physical work over long shifts during panel placement (often extending 10-12 hours) reduces coordination and balance. Falls onto reinforcement steel protruding from panels can cause serious puncture and laceration injuries even from low height.

Consequence: Lacerations and puncture wounds from falling onto exposed reinforcement steel, fractures of wrists, arms, and ankles from impact with concrete surfaces or forms, head injuries including concussion from striking forms or slab edges during falls, soft tissue injuries including sprains and contusions, and infection risks from contaminated wounds penetrating skin.

Reinforcement Steel Penetration and Laceration Injuries

medium

Welded wire reinforcement mesh contains sharp cut ends where mesh has been cut to size, with wire ends protruding 10-50mm beyond cut edges. Workers handling mesh during installation sustain cuts and puncture wounds to hands, forearms, and legs from contact with protruding wires. Individual reinforcing bars installed around openings and panel edges have threaded ends or sharp cut surfaces causing similar injuries. When workers trip or fall across forms, exposed reinforcement steel causes laceration and puncture injuries. Reinforcement projecting above finished panel surfaces (such as starter bars for connections) creates hazards for workers walking across completed panels. The spring tension in cut mesh sheets causes cut ends to flex and strike workers when mesh is released during handling. Rusted or corroded reinforcement steel carries increased infection risk when wounds penetrate skin.

Consequence: Deep lacerations requiring stitches and potentially affecting tendons or nerves in hands and fingers, puncture wounds to legs and feet penetrating through footwear, eye injuries from wire ends striking face during mesh handling, bacterial infections including tetanus from contaminated steel penetrating skin, permanent scarring affecting hand function and dexterity, and loss of work time during wound healing.

Noise Exposure from Concrete Vibrators and Finishing Equipment

medium

Concrete placement for tilt-up panels requires vibration to eliminate air voids and achieve full compaction, using electric or pneumatic concrete vibrators generating noise levels of 95-105 dB(A) at operator position. Power trowels and ride-on finishing machines used for final panel surface finishing produce continuous noise at 90-100 dB(A). The concrete placement phase may extend 6-10 hours for large panel pours, creating prolonged noise exposure. Multiple items of equipment operating simultaneously compound noise levels. Workers focused on finishing operations may not maintain correct use of hearing protection or may remove protection to communicate with other workers. The cumulative noise exposure across multiple panel casting operations causes progressive hearing damage. Inadequate hearing protection or inconsistent use results in permanent noise-induced hearing loss affecting high frequencies initially and progressing to speech frequencies with continued exposure.

Consequence: Permanent noise-induced hearing loss affecting ability to understand speech and hear warning signals, tinnitus causing constant ringing interfering with sleep and concentration, temporary threshold shifts after exposure reducing hearing acuity for hours or days, social isolation from difficulty communicating in noisy environments, and reduced workplace safety from inability to hear equipment warnings.

Control measures

Deploy layered controls aligned to the hierarchy of hazard management.

Implementation guide

Mechanical Handling Systems for Reinforcement Placement

Engineering Control

Eliminate manual lifting of heavy reinforcement mesh sheets by implementing mechanical handling systems using excavators fitted with mesh lifting attachments, forklifts with spreader bars, or dedicated mesh handling frames. These systems allow single operators to position mesh sheets accurately without manual lifting, removing the primary cause of musculoskeletal injuries in tilt-up panel construction.

Implementation

1. Provide excavator fitted with purpose-designed mesh lifting frame or spreader bar system rated for maximum mesh sheet weight (minimum 300kg capacity) 2. Rig mesh sheets using minimum four lifting points distributed across sheet length to prevent flexing during lift 3. Position excavator to place mesh directly from delivery stack into forms without intermediate handling 4. Assign ground personnel to guide mesh positioning using tag lines without directly handling suspended loads 5. Use mesh sheets cut to precise dimensions eliminating need for on-form cutting and reducing handling requirements 6. For projects without mechanical handling equipment available, implement minimum six-person team lifts for standard mesh sheets with designated lift coordinator 7. Design panel layouts allowing mesh sheets to be positioned from edges of forms without workers climbing onto panels during installation 8. Install temporary platforms at comfortable working height (800-900mm) allowing workers to position mesh without excessive bending 9. Schedule mesh deliveries to coincide with installation timing, avoiding double-handling from temporary storage locations 10. Brief all personnel on mechanical handling procedures including signals, exclusion zones during lifts, and emergency responses

Comprehensive Skin Protection Program for Cement Exposure

Administrative Control

Implement systematic program protecting workers from cement exposure through combination of work practices, barrier creams, protective clothing, and washing facilities. The program must address all routes of exposure including direct contact during finishing operations, splashes during placement, and contaminated clothing remaining against skin.

Implementation

1. Provide waterproof gloves resistant to cement alkalinity for all workers contacting wet concrete, with gloves extending beyond wrist preventing concrete entry 2. Require long-sleeved cotton or polyester shirts and long pants covering all skin during concrete placement and finishing operations 3. Prohibit kneeling directly in wet concrete - provide waterproof knee pads or kneeling boards for workers requiring ground-level access 4. Supply barrier creams applied to hands and exposed skin before work, creating protective layer against cement contact 5. Establish hand-washing stations with soap and clean water at maximum 20-metre intervals from work areas 6. Require immediate washing of any skin contacted by wet concrete, not waiting until break or end of shift 7. Provide clean water supply for rinsing tools, gloves, and boots during work preventing dried cement accumulation 8. Train all workers on cement burn hazards, symptoms, and first aid treatment before commencing concrete work 9. Supply spare clothing allowing workers to change immediately if concrete saturates clothing rather than continuing work in contaminated garments 10. Inspect workers' hands daily for signs of cement dermatitis including redness, dryness, or cracking, referring affected workers for medical assessment

Traffic Management During Concrete Delivery Operations

Engineering Control

Establish comprehensive traffic management system separating pedestrian workers from concrete truck movements through physical barriers, designated travel routes, and exclusion zones. The system must account for truck access requirements while protecting ground personnel from struck-by hazards during the sustained truck movements required for multi-panel concrete placements.

Implementation

1. Designate concrete truck access route using witches hats or barrier tape creating defined pathway from site entry to panel casting location 2. Establish 5-metre exclusion zone around truck reversing areas using physical barriers that cannot be inadvertently crossed 3. Position concrete pump in location allowing boom coverage of panel forms without requiring pump truck repositioning during placement 4. Assign dedicated spotter wearing high-visibility vest to guide all reversing truck movements maintaining visual contact with driver 5. Clear all personnel from truck travel path before reversing commences, with spotter verifying clearance before signaling driver to proceed 6. Install temporary stop signs or barriers at site entry controlling truck entry timing preventing multiple trucks approaching simultaneously 7. Prohibit personnel from approaching concrete trucks until trucks reach designated discharge position and driver signals completion 8. Establish communication system between spotter, pump operator, and finishing crew coordinating concrete flow rate with placement capacity 9. Create designated holding area for trucks waiting to discharge, positioned away from active work areas 10. Conduct pre-placement briefing with all truck drivers covering site access route, discharge location, and safety protocols before first truck enters

Fall Prevention During Panel Finishing Operations

Administrative Control

Implement work practices and housekeeping procedures minimizing slip, trip, and fall hazards during concrete finishing operations on tilt-up panels. Controls must address wet concrete surfaces, trailing cords, protruding reinforcement, and worker fatigue during extended placement operations.

Implementation

1. Provide workers with slip-resistant footwear meeting AS/NZS 2210.3 with deep tread pattern suitable for wet concrete surfaces 2. Secure all power tool electrical cords overhead using temporary cable supports preventing cords trailing across work surfaces 3. Install temporary toe boards on formwork edges where workers perform finishing operations preventing tools and materials falling to lower levels 4. Bend down or cap all reinforcement ends projecting above finished panel surfaces creating puncture hazards 5. Maintain clear housekeeping removing excess materials, tools, and debris from work areas before concrete placement commences 6. Implement maximum shift length of 10 hours for finishing crews, with mandatory breaks every 2 hours during sustained concrete placement 7. Provide adequate lighting for operations extending into low-light conditions, using portable light towers or work lights positioned to eliminate shadows 8. Prohibit running or rapid movements on wet concrete surfaces during finishing operations 9. Assign specific workers to maintain awareness of other workers' positions preventing collisions during power trowel operation 10. Conduct hazard briefing before each panel pour identifying specific trip hazards including embedded fixtures, reinforcement, and form locations

Noise Monitoring and Hearing Protection Enforcement

Personal Protective Equipment

Provide appropriate hearing protection for all personnel exposed to noise from concrete placement and finishing equipment, with protection selected based on measured noise exposure levels. Implement monitoring system ensuring hearing protection is worn correctly and consistently throughout noisy operations.

Implementation

1. Conduct noise monitoring during concrete placement and finishing operations measuring exposure at operator positions and surrounding areas 2. Provide Class 4 or Class 5 hearing protection (earmuffs or earplugs rated to achieve exposure below 85 dB(A)) for workers operating vibrators, power trowels, and finishing equipment 3. Require hearing protection worn by all personnel within 20 metres of operating concrete vibrators, power trowels, or pump equipment 4. Train workers in correct insertion technique for foam earplugs (roll, pull ear up, insert, and hold until expansion complete) 5. Verify earmuff seal checking no gaps from glasses, hair, or hard hat straps interfering with cushion seal around ears 6. Provide selection of hearing protection types (muffs, pre-formed plugs, disposable foam plugs) allowing workers to choose most comfortable option meeting protection requirement 7. Designate supervisor responsible for monitoring hearing protection compliance throughout concrete operations 8. Replace damaged or worn hearing protection immediately when compression, torn foam, or loss of cushion seal observed 9. Rotate workers between high-noise tasks (vibrator operation) and lower-noise tasks (form preparation) limiting exposure duration 10. Schedule regular audiometric hearing tests for all workers with regular exposure to concrete equipment noise detecting early changes indicating inadequate protection

Pre-Placement Safety Inspection and Briefing

Administrative Control

Conduct comprehensive safety inspection and crew briefing before concrete placement commences for each panel, verifying all controls are in place and all personnel understand their roles and safety responsibilities. This systematic approach identifies potential hazards before concrete trucks arrive creating time pressure.

Implementation

1. Complete written pre-placement inspection checklist covering formwork security, reinforcement position, embedded fixture installation, and access/egress routes 2. Verify truck access routes are clear, exclusion zones established, and spotter assigned before first truck scheduled to arrive 3. Check all electrical cords and equipment tested and tagged, with RCD protection functional on all power tools 4. Confirm adequate PPE available for all workers including gloves, hearing protection, safety glasses, and high-visibility vests 5. Test water supply and pressure at washing stations verifying adequate flow for emergency skin washing if cement splashes occur 6. Identify emergency assembly point and ensure first aid kit and trained first aider available on site 7. Conduct crew briefing covering concrete volume, expected placement duration, individual worker roles, and safety protocols 8. Review specific hazards for the panel being cast including unusual features, tight access areas, or elevated work positions 9. Confirm communication system functioning between pump operator, concrete coordinator, and finishing crew 10. Obtain confirmation from all workers that they understand their roles and safety requirements before placement commences

Personal protective equipment

Waterproof Gloves Resistant to Cement

Requirement: Nitrile or neoprene gloves extending beyond wrist per AS/NZS 2161.10.2

When: Required for all workers contacting wet concrete during placement, finishing, or embedded fixture installation

Hearing Protection Class 4 or Class 5

Requirement: Earmuffs or earplugs achieving minimum 25dB noise reduction per AS/NZS 1270

When: Required for workers operating or working within 20 metres of concrete vibrators, power trowels, or pump equipment

Safety Glasses with Side Shields

Requirement: Medium impact rated per AS/NZS 1337

When: Required during all concrete placement and finishing operations protecting from splashes and flying debris

Steel Cap Safety Boots

Requirement: 200 joule impact rating with slip-resistant sole per AS/NZS 2210.3

When: Mandatory for all personnel in panel casting areas due to heavy material handling and wet slippery surfaces

High-Visibility Clothing Class D

Requirement: Fluorescent vest with reflective tape per AS/NZS 4602.1

When: Required for all personnel in areas where concrete trucks and mobile plant operate

Long-Sleeved Shirt and Long Pants

Requirement: Cotton or polyester fabric covering all skin, not loose-fitting that could catch on reinforcement

When: Required for all workers during concrete placement and finishing operations preventing cement skin contact

Waterproof Knee Protection

Requirement: Waterproof knee pads or kneeling boards preventing direct concrete contact per AS/NZS 4503

When: Required when kneeling during panel finishing or embedded fixture installation in wet concrete

Inspections & checks

Before work starts

  • Verify floor slab or casting bed surface is clean, level, and suitable for panel casting with release agent applied uniformly
  • Inspect formwork installation for correct panel dimensions, square corners, secure bracing, and sealed joints preventing leakage
  • Check reinforcement mesh positioning with correct overlaps, bar chair spacing maintaining concrete cover, and fixing wire securing mesh
  • Verify all embedded fixtures including lifting inserts, window frames, and architectural features correctly positioned and secured
  • Confirm concrete truck access routes are clear, exclusion zones marked, and spotter assigned for truck guidance
  • Test water supply at washing stations ensuring adequate pressure and flow for emergency skin washing
  • Inspect all power tools for current test tags, RCD protection operational, and adequate cable length preventing tension on cords
  • Verify adequate PPE available for all workers including waterproof gloves, hearing protection, and high-visibility clothing
  • Check weather forecast for rain or extreme temperatures affecting concrete placement timing or curing requirements
  • Confirm emergency procedures understood by all workers including first aid access and emergency contact numbers

During work

  • Monitor truck movements ensuring spotters maintain visual contact with drivers and exclusion zones remain clear of personnel
  • Observe workers wearing waterproof gloves correctly during concrete contact, replacing gloves if torn or concrete enters inside
  • Check hearing protection worn by personnel operating or near concrete vibrators and finishing equipment
  • Verify concrete placement rate matches finishing crew capacity avoiding concrete setting before finishing completed
  • Monitor workers for signs of fatigue during extended placement operations, enforce mandatory break schedules
  • Inspect housekeeping during operations ensuring trip hazards removed and electrical cords secured overhead or away from traffic paths
  • Check workers wash hands and exposed skin immediately if cement splashes occur, don't wait until breaks
  • Observe worker positioning ensuring personnel remain outside truck exclusion zones during reversing movements
  • Monitor weather conditions suspending operations if rain threatens or temperatures drop below minimum for concrete placement
  • Verify concrete vibration adequate achieving full compaction without over-vibrating causing segregation

After work

  • Inspect finished panel surfaces for defects including honeycombing, surface voids, or misaligned embedded fixtures requiring remediation
  • Verify all embedded lifting inserts properly located and recessed as specified, not protruding above finished surface
  • Check panel dimensions against specifications confirming within tolerance before concrete hardens preventing corrections
  • Clean all tools, equipment, and formwork removing concrete before hardening, properly maintaining for next use
  • Dispose of or recycle waste concrete appropriately, clean up spills and excess material from site
  • Remove formwork from completed panels only after concrete achieves specified strength, typically minimum 5 days for normal conditions
  • Document concrete placement including volume, time, ambient temperature, and any issues encountered during operations
  • Collect concrete test cylinders for laboratory strength testing verifying concrete meets specification before panels lifted
  • Inspect workers' skin for signs of cement burns or dermatitis, ensure affected workers receive medical attention if necessary
  • Conduct post-pour debrief identifying any safety issues or near-misses, implementing corrective actions before next panel pour

Step-by-step work procedure

Give supervisors and crews a clear, auditable sequence for the task.

Field ready
1

Slab Preparation and Release Agent Application

Prepare floor slab or casting bed surface to receive panel formwork and concrete. Clean slab surface removing dust, debris, oil, or previous release agent residue using brooms, blowers, or pressure washing. Verify slab is level within tolerance (typically ±5mm over panel length) as slab variations transfer to panel surfaces. Repair any damage to slab surface including spalling, cracks, or surface defects that would negatively imprint on finished panels. Apply bond breaker or release agent to slab surface preventing cast panel from bonding to slab. Release agents typically comprise chemical reactive products, oils, or wax-based compounds applied by spray or roller at manufacturer-specified coverage rates. Ensure uniform coverage across entire panel casting area including under formwork locations. Allow release agent to dry or cure as specified before formwork installation, typically 2-4 hours depending on product and conditions. Mark panel outline dimensions on slab using chalk lines providing reference for formwork positioning.

Safety considerations

Ensure adequate ventilation when applying chemical release agents, particularly in enclosed areas. Wear appropriate PPE including safety glasses and chemical-resistant gloves. Be aware that fresh release agent creates extremely slippery surfaces increasing fall risk.

2

Edge Formwork Installation

Install edge forms defining panel perimeter dimensions using timber or steel formwork systems. Steel angle or channel sections provide straight, reusable forms for standard rectangular panels. Timber forms allow custom shapes and radiused edges for architectural features. Set forms to specified panel dimensions verifying square using diagonal measurements or 3-4-5 triangle method. Secure forms to slab using concrete nails, powder-actuated fasteners, or weighted brackets preventing movement during concrete placement. Seal form joints at corners and along base using caulking or foam tape preventing concrete leakage. Install form bracing preventing bowing outward under concrete pressure, particularly for tall panels exceeding 4 metres height. Incorporate blockouts for openings including windows and doors using fabricated timber or polystyrene blocks secured within forms. Apply release agent to form faces contacting concrete preventing concrete bond and allowing easy form removal after curing. Install reveals, rustications, or architectural features creating surface patterns according to architectural drawings.

Safety considerations

Use hearing protection when operating powder-actuated fastening tools. Wear safety glasses protecting from nail or fastener ricochet. Ensure adequate ventilation in enclosed areas when applying release agents to formwork.

3

Reinforcement Steel Installation

Position reinforcement steel within panel forms maintaining specified concrete cover dimensions on all faces. Use plastic or concrete bar chairs (typically 40-75mm height) spaced at 900-1200mm intervals supporting mesh above slab surface. For panels cast on slabs, bottom cover is critical preventing corrosion of embedded steel. Position first mesh sheet at panel corner, then overlap adjacent sheets minimum 200mm or one full mesh spacing as specified. Secure overlaps using steel fixing wire at 600mm intervals preventing displacement during concrete placement. Trim mesh sheets fitting around openings and panel edges, installing additional bars around large openings as specified in structural drawings. Install lifting inserts at specified locations ensuring correct embedment depth and orientation for crane connection during panel erection. Position edge bars along panel perimeter and around openings, tying to mesh reinforcement maintaining specified cover to form faces. Verify reinforcement placement matches structural drawings before proceeding to concrete placement, as corrections cannot be made after concrete is placed.

Safety considerations

Use mechanical lifting equipment for mesh sheets exceeding 180kg weight. Ensure minimum four-person team lifts if manual handling is unavoidable. Wear cut-resistant gloves when handling mesh with sharp wire ends. Cap or bend down protruding wire ends preventing puncture injuries to workers.

4

Embedded Fixture Installation

Install embedded fixtures including window frames, door frames, architectural features, service penetrations, and connection inserts before concrete placement. Verify fixture dimensions and locations match architectural and structural drawings. Secure fixtures to formwork or reinforcement using temporary bracing preventing movement during concrete placement and vibration. Use plumb bobs or levels ensuring fixtures are vertical and square. Install water tables, sills, or ledges at specified heights and projections. Position electrical and plumbing penetrations with sleeve inserts allowing service installation after panel erection. Apply release agent or tape to fixture surfaces contacting concrete preventing bond that would prevent removal of temporary fixtures. Verify adequate concrete cover around fixtures meeting corrosion protection and fire resistance requirements. Double-check critical dimensions including opening sizes and fixture elevations as corrections after concrete placement are extremely difficult and costly.

Safety considerations

Ensure fixtures are securely braced preventing collapse during subsequent concrete operations. Verify lifting points for panels do not conflict with embedded fixtures. Maintain clear access paths for concrete placement not obstructed by protruding fixtures or bracing.

5

Concrete Placement and Consolidation

Place concrete into panel forms using direct discharge from truck chutes or via concrete pump boom. Begin placement at one end of panel working systematically to opposite end preventing cold joints. Maintain concrete placement rate matching finishing crew capacity, typically 3-5 cubic metres per hour depending on panel size and finishing requirements. Spread concrete using rakes and shovels ensuring uniform thickness across panel. Consolidate concrete using electric or pneumatic vibrators inserted vertically into concrete at 600-900mm spacing moving systematically across panel. Vibrate concrete until air bubbles cease rising and surface becomes smooth, but avoid over-vibration causing aggregate segregation. Ensure concrete surrounds all reinforcement steel and embedded fixtures eliminating voids that would reduce structural capacity. Monitor concrete slump and workability requesting adjustment from supplier if material becomes too stiff before finishing completed. Coordinate with truck deliveries maintaining continuous placement for entire panel avoiding cold joints from extended delays between truck deliveries.

Safety considerations

Wear waterproof gloves and ensure skin protection during all concrete contact. Use hearing protection when operating or near concrete vibrators. Maintain exclusion zones around concrete truck discharge preventing personnel from struck-by incidents. Wash skin immediately if cement splashes occur.

6

Surface Screeding and Leveling

Screed concrete surface to specified level and thickness using straightedges, vibrating screeds, or laser-guided screed systems. For hand screeding, work across panel width using two workers moving screed in sawing motion while advancing along panel length. For power screeds, operate equipment maintaining constant forward speed achieving uniform surface level. Remove excess concrete ahead of screed depositing into low areas. Fill low spots identified during screeding with additional concrete before surface sets. Verify panel thickness using depth gauges or measuring from known slab level. Achieve surface level within specified tolerance (typically ±5mm across panel length). Work systematically ensuring entire panel surface screeded before concrete initial set, typically within 45-90 minutes depending on temperature and concrete mix. Coordinate screeding timing with concrete placement rate ensuring adequate time for finishing operations before concrete hardens.

Safety considerations

Ensure secure footing on wet concrete surfaces wearing slip-resistant footwear. When using power screeds, maintain proper body position preventing back strain from equipment vibration. Be aware of power cord locations preventing trips. Monitor fatigue during extended screeding operations.

7

Surface Finishing and Texturing

Apply specified surface finish to screeded panel creating desired architectural appearance on face that will become building exterior. For smooth trowel finish, use hand trowels or power trowels working surface multiple times as concrete hardens achieving progressively smoother appearance. For broom finish, drag stiff bristle broom across surface creating texture. For exposed aggregate finish, apply surface retarder to fresh concrete, then wash surface after initial set exposing aggregate stones. For sandblasted finish, allow concrete to fully cure then sandblast surface to specified depth. Time finishing operations carefully as concrete workability changes rapidly - too early causes surface tearing, too late prevents proper finishing. Work systematically across entire panel maintaining consistent texture and appearance. Protect finished surfaces from rain, sun, or temperature extremes during curing using plastic sheeting or curing compounds applied immediately after finishing.

Safety considerations

When using power trowels, maintain awareness of other workers' positions preventing collisions. Wear knee protection if kneeling during hand finishing. Avoid overreaching while finishing panel edges preventing falls. Monitor worker fatigue during sustained finishing operations typically requiring 2-4 hours.

8

Curing and Form Removal

Cure concrete panels maintaining adequate moisture and temperature allowing cement hydration to achieve specified strength before lifting. Apply curing compound to finished surface immediately after finishing for chemical curing, or cover panels with plastic sheeting or wet hessian for moist curing. Protect panels from temperature extremes using insulated blankets in cold conditions or shading and misting in hot conditions. Cast concrete test cylinders from each concrete delivery truck, curing alongside panels and testing at intervals verifying strength development. Panels typically require minimum 7-14 days curing before lifting, with exact duration determined by strength testing achieving minimum 75% of specified 28-day strength. Remove edge forms carefully after concrete achieves sufficient strength (typically 3-5 days minimum) preventing damage to panel edges. Clean formwork removing concrete residue for reuse on subsequent panels. Store stripped panels upright or at slight angle if lifting is delayed, never flat-stacked which could cause damage. Protect panel faces from traffic and construction damage until erection.

Safety considerations

Ensure panels have achieved specified minimum strength verified by cylinder testing before permitting lifting operations. Protect finished panel surfaces from foot traffic or material storage causing damage. Be aware that recently cast panels create elevated walking surfaces with fall hazards.

Frequently asked questions

How long must tilt-up panels cure before they can be safely lifted into position?

Tilt-up panels must achieve minimum 75% of specified 28-day compressive strength before lifting operations commence, as specified in the National Code of Practice for Precast, Tilt-up and Concrete Elements. The exact curing period varies based on concrete mix design, ambient temperature, and curing conditions, typically ranging from 7 to 14 days for normal conditions. In hot weather with temperatures above 25°C and appropriate curing practices, panels may reach adequate strength in 7-10 days. In cold weather below 15°C, curing may require 14-21 days. Strength development must be verified by testing concrete cylinders cast from each concrete delivery truck and cured alongside panels. Some projects use accelerated curing techniques including heated enclosures or steam curing reducing time to 3-5 days, but these require careful temperature control and monitoring. Never proceed with lifting based solely on time elapsed - always verify adequate strength through cylinder testing. Premature lifting before adequate strength causes panel cracking, structural damage, or catastrophic panel failure during lifting operations.

What are the requirements for positioning lifting inserts in tilt-up panels?

Lifting insert positioning must be determined by qualified structural engineers based on panel size, weight, reinforcement configuration, and lifting method. Inserts are typically positioned along panel top edge (which will become bottom after tilting) spaced at calculated intervals ensuring balanced load distribution. Edge distance from insert to panel edge must be minimum 8-10 times the insert embedment depth preventing edge breakout during lifting. Insert embedment depth must be sufficient to develop full capacity of insert, typically 150-250mm depending on insert type and concrete strength. Inserts must be oriented correctly for crane hook connection with insert axis perpendicular to lifting direction. Install inserts using manufacturer-specified installation procedures ensuring concrete fully surrounds threaded components and base plates. Verify insert positions before concrete placement as relocation after concrete hardens is extremely difficult. Document insert positions in as-built drawings for future reference. After panels are erected and braced, filled inserts with grout or leave accessible for future use depending on project requirements. Lifting insert capacity must exceed panel weight by specified safety factor (typically 4:1 minimum) accounting for dynamic loads during lifting operations.

How can I protect workers from chemical burns during tilt-up panel concrete finishing?

Protect workers from cement chemical burns through comprehensive skin protection program implementing multiple control layers. Require waterproof nitrile or neoprene gloves extending over wrists for all workers contacting wet concrete, with gloves replaced immediately if torn or if concrete enters inside. Mandate long-sleeved shirts and long pants covering all exposed skin, avoiding shorts or short sleeves even in hot conditions. Prohibit kneeling directly in wet concrete - provide waterproof knee pads or kneeling boards maintaining barrier between knees and concrete. Apply barrier creams to workers' hands and exposed skin before work commencing, creating additional protective layer. Establish hand-washing stations with clean water and soap at maximum 20-metre intervals from work areas, requiring immediate washing of any cement-contacted skin not waiting until breaks. Supply spare clothing allowing immediate changing if concrete saturates clothing rather than continuing work in contaminated garments. Train all workers on cement burn hazards explaining that burns develop gradually over hours and emphasizing importance of immediate washing. Inspect workers' hands daily for early dermatitis signs including dryness, redness, or cracking, referring affected workers for medical assessment before severe burns develop. Provide first aid supplies including burn gel and non-adherent dressings for treatment of cement burns. Create culture where workers feel comfortable stopping work immediately to wash cement exposure without concern about production delays.

What is the safe procedure for handling heavy reinforcement mesh sheets during panel construction?

Heavy reinforcement mesh sheets weighing 180-250kg must be handled using mechanical equipment rather than manual lifting where possible, implementing hierarchy of controls. Use excavator fitted with mesh lifting frame or spreader bar system rated for maximum mesh weight (minimum 300kg capacity). Rig mesh using minimum four lifting points distributed across sheet length preventing excessive flexing during lift. Position lifting equipment to place mesh directly from delivery stack into panel forms without intermediate handling. Ground personnel guide mesh positioning using tag lines maintaining distance from suspended loads. If mechanical handling is not available, implement minimum six-person team lift with designated coordinator calling lifts. Team members position along mesh edges maintaining spacing preventing unequal load distribution. Coordinate lift on count ensuring simultaneous lifting motion preventing sudden load shifts. Carry mesh at waist height maintaining neutral spine positions, not overhead which increases injury risk. Plan travel path ensuring clear route without obstacles requiring navigation. Position mesh from form edges without climbing onto panels. Brief all lifters before each lift identifying grip positions, travel path, and coordination signals. Monitor wind conditions postponing mesh handling when wind speeds exceed 30 km/h as mesh sheets act as sails creating uncontrollable forces. Cut mesh to exact required dimensions at fabrication facility rather than handling full sheets requiring on-site cutting. Schedule adequate crew preventing fatigue from repeated heavy lifts, implementing task rotation with other activities.

What traffic management is required during concrete truck deliveries for panel pours?

Concrete truck traffic management for tilt-up panel pours requires comprehensive controls addressing multiple hazards from repeated truck movements over sustained periods. Designate concrete truck access route from site entry to panel casting location using witches hats, barrier tape, or painted markings creating defined pathway. Establish 5-metre exclusion zone around truck reversing areas using physical barriers or bunting that cannot be inadvertently crossed by pedestrians. Assign dedicated spotter wearing high-visibility vest to guide all reversing truck movements, with spotter maintaining continuous visual contact with driver through mirrors. Clear all ground personnel from truck travel path before reversing commences, with spotter verifying clearance and communicating via hand signals visible to driver. Install temporary stop signs or barriers at site entry controlling truck entry timing preventing multiple trucks approaching simultaneously creating congestion. Position concrete pump if used to allow boom coverage of all panel areas without requiring pump repositioning during placement. Prohibit personnel from approaching concrete trucks until trucks reach designated discharge position and drivers signal completion. Coordinate truck delivery timing with concrete placement rate, typically requiring trucks at 20-30 minute intervals for standard panel pours. Establish designated parking area for trucks waiting to discharge, positioned away from active work areas. Conduct pre-pour briefing with first truck drivers covering site access route, discharge procedures, and safety protocols. Maintain traffic management throughout extended pour operations which may continue 6-10 hours for large panels. Document truck arrival times and any safety incidents in site diary.

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Overview

Pre-cast tilt-up panel construction represents an efficient and economical method for constructing commercial, industrial, and warehouse buildings. Panels are cast horizontally on the building floor slab using the slab surface as the bottom form face, eliminating the need for temporary formwork on both sides of panels. This technique allows high-quality architectural finishes on panel faces, incorporation of insulation and services within panel cavities, and rapid construction progress once panels are manufactured.

Why This SWMS Matters

Tilt-up panel construction is classified as high-risk construction work under the WHS Regulation 2011 due to the structural nature of work and the use of cranes for panel erection. The panel manufacturing phase presents significant hazards that have caused serious injuries and fatalities in Australian construction. Manual handling of steel reinforcement mesh weighing up to 250kg per sheet requires multiple workers and proper lifting equipment to prevent musculoskeletal injuries. Chemical burns from wet concrete affect workers during placement and finishing operations, with alkaline cement causing severe skin damage if proper protection is not maintained. The coordination of multiple activities on congested sites creates struck-by hazards when concrete trucks, pumps, and finishing equipment operate simultaneously. Understanding and controlling these hazards during the manufacturing phase is essential before the high-risk lifting operations can safely proceed.

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Key Controls

  • • Pre-start briefing covering hazards
  • • PPE: hard hats, eye protection, gloves
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