PVC Sheet Membrane Waterproofing

PVC Sheet Membrane Waterproofing

1. Introduction

PVC (polyvinyl chloride) sheet membranes are flexible thermoplastic waterproofing sheets used extensively for below-grade tanking and roof/podium membranes. For basements, PVC membranes are typically loose-laid or partially bonded over a geotextile/underlay, welded at laps and covered with a protection screed or geotextile. PVC systems allow automatic double-seam welding and can be pressure-tested during installation for seam integrity.

2. Advantages

  • High mechanical resistance and elasticity; good elongation and tear resistance.
  • Signal / contrasting layer available to reveal damage during installation (visual inspection)
  • Durable and long service life when installed correctly (root and chemical resistance options exist).
  • Weldable seams (automatic double-seam welding) enable pressure testing of joints in the field — reduces seam risk.

3. Limitations / Risks

  • Loose-laid systems can allow lateral migration of water unless a fail-safe drainage / compartmentalization scheme is provided. Advanced Waterproofing_JLL_v1
  • Membrane damage (punctures) during rebar work, pile heads, rock anchors or concreting is possible and must be patched rigorously. Advanced Waterproofing_JLL_v1
  • Welding quality is critical — poorly welded laps are the main cause of failures. Requires trained welding operators and QA

4. Performance Parameters

Property
Test Method / Standard
Typical / Acceptable Range
Remarks
Thickness (nominal)
EN 1849-2 / ASTM D751
1.5 mm – 2.0 mm
Ensure uniform thickness across sheet
Tensile Strength
ASTM D412 / EN 12311-2
≥ 12–20 MPa
High mechanical strength to resist stresses
Elongation at Break
ASTM D412 / EN 12311-2
≥ 150–300%
Indicates flexibility and crack-bridging
Tear Resistance
ASTM D624
≥ 150 N
Resistance to mechanical damage during installation
Puncture Resistance
ASTM F1306
≥ 400–500 N
Resistance to sharp aggregates / backfill pressure
Peel Adhesion (lap joint)
ASTM D903
≥ 50–100 N / 50 mm
For welded seams, tested after welding
Hydrostatic Pressure Resistance
ASTM D5385 / EN 1928
≥ 6 bar (60 m head)
No leakage under water pressure
Dimensional Stability
EN 1107-2
≤ ±0.5%
Controls shrinkage / expansion
Root Resistance (if required)
EN 13948
Pass
For podium/landscaped areas
Chemical Resistance
Manufacturer spec / EN 1847
Pass in soil, chlorides, mild acids/alkalis
Should be certified
Watertightness (sheet)
EN 1928 / IS 15351
No leakage under specified pressure
Essential property
Service Life Expectancy
Manufacturer declaration
10–20 years (with correct detailing & protection)
Depends on QA/QC, execution, detailing

5. Recommended Use Cases

  • Deep / large basements with high water table and structural movements
  • Raft slabs where a loosely-laid membrane over PCC with protection screed is acceptable (large excavation, heavy construction equipment).
  • Retaining walls (vertical membranes) when shore piles / D-walls are dressed and membrane can be fixed before casting.

6. Application Steps — PVC Tanking

A. Substrate & pre-works

  1. Prepare PCC: level, clean, free of laitance, sharp edges and standing water. Repair honeycombs and voids.
  2. Install geotextile cushion over PCC where specified (protects membrane during concrete placement).

B. Membrane placement & welding

  1. Lay PVC membrane rolls over geotextile; align panels and prepare for welding. Typical below-grade thickness used: 1.5–2.0 mm (2.0 mm common for large basements).
  2. Weld laps using automatic double-seam welding machines for main joints (450–550°C typical welding temp range referenced in BASF deck for automatic welding); use hot-air/hand welding for corners, complex details and repairs.
  3. Pressure-test double welds (compartmentalize raft if needed) — double seam pressure testing possible during execution; single seams can be checked with a seam probe.

C. Detailing at penetrations & sleeves

  1. Rock anchors / PRP sleeves: cut membrane as required, weld patch pieces, install hydro-swelling paste (where specified), epoxy encapsulate anchor heads and finish with sealant. Follow sequence: cut → weld → swelling paste layers → tighten clips → epoxy encapsulation.
  2. Pile heads: reprofile pile head, dress membrane around pile head, weld and encapsulate with epoxy grout as per detail.

D. Protection & backfill

  1. Lay top geotextile/protection layer and minimum 50 mm cement screed (or protection board where necessary). Protect membrane from damage during reinforcement / concreting.
  2. Follow protection board and CLSM/backfill sequence as specified after installation and testing.

E. Repairs & documentation

  1. Inspect all seams and welds; patch defects with welded patches ≥150 mm overlap; record all patch locations on as-built drawing

F. Special Execution Notes

  • Compartmentalization: use waterstops/compartment joints so any future leakage is localised and repairable.
  • Automatic welding + seam pressure testing: double welds enable pressure testing of welded joints; single seam testing can be done using a seam probe.
  • Signal Layer: membranes with a contrasting signal layer help detect damage during installation.

6. Section Drawings

  • Raft (PCC → geotextile → PVC membrane → geotextile/protection → screed → RCC). Advanced Waterproofing_JLL_v1
  • Vertical retaining wall / shore pile detail with vertical membrane and casting sequence. Advanced Waterproofing_JLL_v1
  • Rock anchor / PRP sleeve detail showing swelling paste, welded patch, epoxy encapsulation.

7. Inspection & ITP

  • Material acceptance: supplier TCs, batch numbers, thickness check on roll sample.
  • Pre-weld checks: panel alignment, cleanliness, substrate, geotextile. Advanced Waterproofing_JLL_v1
  • Weld quality: automatic weld log, welder operator qualification, seam probe tests (single seam) and pressure test (double seam compartments). Advanced Waterproofing_JLL_v1
  • Completed work tests: random destructive tests on sample welds, water tightness / hydrostatic tests on compartments where possible, visual inspection and as-built records. Advanced Waterproofing_JLL_v1
  • Sampling frequency: define per project (example: one welded seam test per X m or per roll junction; one material property test per site batch — align with project QA).

8. Reference Standards

  • ASTM D4434 — Specification for PVC Roof Membrane (useful for material property guidance).
  • EN 13967 — Flexible sheets for waterproofing (below-grade: waterproofing sheets for foundations/basements).
  • EN 12311-2 — Tensile properties test methods for thermoplastic sheets (refer to EAD/EN test procedures).
  • EN 1928 / EN 12311 — Watertightness & mechanical testing procedures for sheets.
  • IS 15351 / national standards where applicable (for regional compliance).
  • Project drawing and manufacturer’s datasheet are the final authority for acceptance values

9. Documents

Specifications, BOQ, and Checklist

General Spec Document.docx76.3 KB
BOQ with Specs Clause.xlsx19.2 KB
CheckList.xlsx19.2 KB

5. Video Masterclass

SpecX Masterclass: PVC Sheet Membrane Waterproofing — Coming Soon

Disclaimer

SpecX is an industry initiative & a neutral resource, compiled from industry references and best practices. It is not brand-specific. Always cross-check with project requirements and local codes before finalizing specifications.