Concrete Mattress

Specifications

Dimensions: 5X5M
Material: PP/PET
Tensile Strength: 130-400MPa
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Product Details

 

Filter Point Concrete Mattress Systems

Advanced permeable concrete lining solutions with integrated filtering points for superior erosion protection. Our Filter Point systems provide stable, durable protection for channels, ditches, waterways, and marine infrastructure with controlled drainage and reduced hydraulic uplift.

Engineered Drainage Technology

Filter Point Linings feature strategically placed filtering points (drains) that provide erosion-resistant, permeable concrete lining for a wide range of water management applications. The distinctive cobbled surface design offers high hydraulic friction to achieve lower flow velocities and reduce wave run-up.

These systems excel where traditional stone riprap or conventional slope paving fall short, offering superior stability through hydrostatic pressure relief, reduced hydraulic uplift, and excellent conformity to soil contours during installation.

Key Performance Features

  • • Deeply cobbled surface appearance
  • • Integrated hydrostatic pressure relief
  • • Superior stability vs conventional paving
  • • Reduced potential for underscour

System Advantages

Mitigates uplift pressure from groundwater
Reduces hydraulic uplift by slowing flow velocities
Conforms to irregular surfaces during installation
Lower cost with higher performance than alternatives

Technical Specifications & Dimensions

Filter Point Mattress Series – Standard Dimensions

Model Average Thickness Mass Per Unit Area Filter Point Spacing Concrete Coverage
FP220 2.2 inches (56 mm) 25 lb/ft² (121 kg/m²) 5.0 inches (127 mm) 136 ft³/yd² (36 m³/m²)
FP400 4.0 inches (102 mm) 45 lb/ft² (220 kg/m²) 8.0 inches (203 mm) 75 ft³/yd² (9.1 m³/m²)
FP600 6.0 inches (152 mm) 68 lb/ft² (330 kg/m²) 10.0 inches (254 mm) 50 ft³/yd² (6.1 m³/m²)
FP800 8.0 inches (203 mm) 90 lb/ft² (440 kg/m²) 12.0 inches (305 mm) 38 ft³/yd² (4.6 m³/m²)
FP1000 10.0 inches (254 mm) 113 lb/ft² (550 kg/m²) 14.0 inches (356 mm) 30 ft³/yd² (3.6 m³/m²)
FP1200 12.0 inches (305 mm) 135 lb/ft² (661 kg/m²) 16.0 inches (406 mm) 25 ft³/yd² (3.0 m³/m²)

Filter Point Configuration

Area per Filter Point: 2.0-12.2 in² (12.9-78.7 cm²)
Perimeter per Filter Point: 6.5-15 inches (165-381 mm)
Shape: Cross-shaped with twill weave centers
Function: Hydrostatic pressure relief drains

Shear Resistance Values

FP220: 11 lb/ft² (54 kg/m²)
FP400: 20 lb/ft² (98 kg/m²)
FP600: 30 lb/ft² (146 kg/m²)
FP800-1200: 40-60 lb/ft² (195-293 kg/m²)

Note: Values shown are typical and will vary with weight of concrete and field conditions. All specifications are based on standard testing methods and controlled installation procedures.

Material Requirements & Specifications

Fabric Form Specifications

Physical Properties

Composition: Nylon or polyester yarns
Mass per unit area: 12 oz/yd² (403 g/m²)
Thickness: 25 mils (0.6 mm)
Mill width: 76 inches (1.92 m)

Mechanical Properties

Tensile Strength (Machine): 140 lbf/in (24.5 kN/m)
Tensile Strength (Cross): 110 lbf/in (19.3 kN/m)
Elongation at Break: 20-30%
Tear Strength: 150/100 lbf (665/445 N)

Hydraulic Properties

Apparent Opening Size: 40 US Sieve (0.425 mm)
Flow Rate: 90 gal/min/ft² (3665 l/min/m²)
Flow Rate (Filter Point): 7 gal/min/ft² (285 l/min/m²)

Fine Aggregate Concrete Specifications

Concrete Mix Requirements

Composition:

Proportioned mixture of Portland cement, fine aggregate (sand), and water with proper consistency for pumping applications.

Flow Characteristics:

Efflux time of 9-12 seconds through 0.75 inch (19 mm) orifice per ASTM C 939.

Compressive Strength:

Minimum 2,000 lb/in² (13.8 MPa) at 28 days per ASTM C 31 and C 39.

Component Standards

Portland Cement: ASTM C 150, Type I or Type II
Fine Aggregate: ASTM C 33 (grading per equipment capability)
Water: Clean, free from harmful substances
Admixtures: ASTM C 618, C 494, C 260 as applicable

Filter Fabric Requirements

Grab Tensile Strength: 90 lbf (400 N)
Elongation at Break: 15%
Trapezoidal Tear: 30 lbf (130 N)
Permittivity: 0.5 sec⁻¹

Primary Applications

Water Channels & Ditches

Erosion-resistant lining for irrigation ditches, drainage channels, and conveyance systems requiring hydraulic efficiency with reduced flow velocities.

Rivers & Streams

Bank protection and bed stabilization for natural waterways, providing erosion control while maintaining environmental compatibility.

Reservoirs & Ponds

Slope protection for water storage facilities, retention ponds, and reservoir embankments with hydrostatic pressure management.

Marine Infrastructure

Protected port areas, harbor facilities, and marina applications where wave run-up reduction and drainage are critical.

Canal Systems

Long-distance water conveyance systems requiring durable, low-maintenance lining with predictable hydraulic performance.

Lakes & Shorelines

Shoreline stabilization and erosion control for natural and constructed lakes with effective wave energy dissipation.

Design & Installation Requirements

Hydraulic Design Considerations

Flow Applications

System must withstand hydraulic loadings including velocity, depth, duration, shear stress, pressure, and frequency of immersion for design discharges. Minimum factor of safety: 1.5

Wave Applications

System must withstand depth, duration, wave type, wave height and period, and pressure distribution for design wave conditions. Minimum factor of safety: 1.5

Required Documentation

  • • Professional engineer calculations and design details
  • • Documented hydraulic performance characteristics
  • • Controlled flow condition test results
  • • Stability analysis using approved methodologies

Installation Process Overview

1

Site Preparation

Surface preparation to specified grades and dimensions, removal of obstructions, and compacted base as required.

2

Filter Fabric Placement

Installation of filter fabric on prepared surface, providing proper drainage and separation.

3

Form Installation

Positioning and anchoring of double-layer fabric forms with proper seaming and connection methods.

4

Concrete Placement

Pumping of fine aggregate concrete to specified thickness while avoiding excessive pressure and cold joints.

Quality Control

  • • Engineer approval required at each stage
  • • Maximum 5-day UV exposure for unfilled forms
  • • Proper seaming and connection verification
  • • Concrete consistency and placement monitoring

System Advantages

Performance Benefits

Superior stability compared to conventional slope paving through integrated drainage
Hydrostatic uplift pressure mitigation via strategically placed filter points
Reduced hydraulic uplift through velocity reduction and energy dissipation
Excellent conformability to irregular surfaces and soil contours
Deeply cobbled surface provides higher coefficient of friction

Economic & Installation Advantages

Lower cost alternative to stone riprap with superior performance characteristics
Reduced potential for underscour compared to rigid paving systems
Wide range of thickness options for specific application requirements
Minimal maintenance requirements with long-term durability
Flexible installation methods adaptable to various site conditions

System Selection Guidelines

Select appropriate Filter Point mattress model based on hydraulic conditions, shear stress requirements, and site-specific factors. Consider flow velocities, wave heights, soil conditions, and long-term stability requirements.

Light Duty Applications

FP220-FP400 for low-velocity channels, drainage ditches, and protected areas with minimal hydraulic stress.

Medium Duty Applications

FP600-FP800 for moderate flow conditions, canal linings, and reservoir slopes with intermediate protection needs.

Heavy Duty Applications

FP1000-FP1200 for high-velocity channels, wave action areas, and critical infrastructure requiring maximum protection.

 

Contact Information

Phone +8615533676684
Address Meidong guoji b building rm703, chang'an district shijiazhuang city, hebei province,china

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