The ERMATIC® custom modular multiple cover system is a highly engineered range of access covers designed for a wide variety of underground services. The system is engineered to perform in tough environments where excessive loads and frequent need for access are required.
Instructions for installation, operation, and maintenance are below. Contact your local sales representative if you have questions or need further assistance.
Installation Operation Maintenance
EJ can provide, upon request, various levels of technical assistance for the installation of access covers and frames.
There is no standard or definitive guide to the installation of access covers and frames. These recommendations are designed to assist in the installation of ERMATIC covers in general situations that present no particular technical difficulties. All frames and beam wall boxes must be adequately, solidly, and continuously supported to a degree sufficient for the designed load conditions in each particular case. ERMATIC covers and frames are made from machined elements, assembled to strict tolerances.
The frames are assembled around their respective covers in order to provide continuous peripheral contact between the seatings and side contact faces. When correctly installed, the tight manufacturing controlled tolerances will be maintained, thus ensuring cover stability and non-rock and will prevent the ingress of debris and running rainwater (under normal rainwater conditions). In order to protect the machined surfaces from contamination with silt and mud, cover and frame components must be positioned or stored on clean surfaces.
See the below tabs for series-specific instructions.
Important: The covers must be in their correct position(s) within the frame and bolted while the frames are poured in position.
Start the assembly from one end of the chamber in accordance with the assembly drawing. Note the lettering on the beams and frame sections. All components must be positioned according to the assembly drawing.
(Each step number below corresponds to the numerals shown in Figure 6 above)
1. Install and correctly center the 1st beam (still bolted to the wall boxes) within the foundation.
2. Correctly level the beam by adjusting the beam leveling bolts (Figure 7).
3. Install and bolt to the wall box the adjacent side frame sections (both sides).
4. Bolt the end frame sections (parallel to the beam) to the side frame sections.
5. Complete (if necessary) the installation of the next beams and frame elements by repeating the following 3 operations.
6. Finish and complete the construction of the frame by bolting the end frame sections (parallel to the beam), to the side frame sections.
7. Check to ensure that the frame assembly is centered within the chamber (Figure 8).
8. Shim to the correct level, (fig a) underneath each frame corner and underneath each frame joint using metal shims.
Important: The covers must be in their correct position(s) within the frame and bolted while the frames are poured in position.
Duct covers and frames are usually shipped in "pre-assembled" modules (or elements).
Important: The covers must be in their correct position(s) within the frame and bolted while the frames are poured in position.
These recommendations are given as guidelines only and reflect the latest research available to us; nevertheless, we cannot accept any liability from their application. The description and choice of materials must be appropriate to the specific conditions of each application (conditions of use and installation). The concrete infill is part of the complete product, so particular care should be taken regarding its manufacture and application.
The expected quality shall be the same as required for construction work concrete with high mechanical performances (> 40 Mpa after 28 days on a test cylinder of 150 x 300 mm). Therefore, its composition should be analyzed to achieve the highest possible performance with regard to the specific concreting conditions of your application.
The recesses must be clean, exempt from any trace of products such as grease, oil, sand, dust. Any non adhesive particles must be removed.
As an indication, the typical concrete mix design may be characterized by :
Cement
Granules
Water
Admixtures
In order to reduce the W/C ratio and with respect to the maintenance of the rheology for the time necessary to fill the several covers with concrete of the same batch, admixtures must be certified to the NF Mark or comply with national standards (BS/ASTM/AFNOR ...), such as plasticisers, High Range Water Reducers, set retarding admixtures. The dosage of these products (expressed as a percentage of the cement weight) must be kept inside the limits defined by the supplier or in the product technical information sheet, in order to avoid detrimental effects on the other properties of concrete.
Temperature of the concrete at the time of delivery : between 10 and 32°C.
Temperature of the concrete appliances:
Vibrating :
Finishing :
Immediately after manufacturing and cuffing the free surface, the latter must be protected from the free circulation of air and from any evaporation/desiccation.
This can be achieved :
The works must only be released when the resistance of the concrete infill will have attained 40MPa.
If you require any further information, please contact your local EJ sales representative.
Important: The covers must be in their correct position(s) within the frame and bolted while the frames are poured in position.
Start the assembly from one end of the chamber in accordance with the assembly drawing. Note the lettering on the beams and frame sections. All components must be positioned according to the assembly drawing.
(Each step number below corresponds to the numerals shown in Figure 6 above)
1. Install and correctly center the 1st beam (still bolted to the wall boxes) within the foundation.
2. Correctly level the beam by adjusting the beam leveling bolts (Figure 7).
3. Install and bolt to the wall box the adjacent side frame sections (both sides).
4. Bolt the end frame sections (parallel to the beam) to the side frame sections.
5. Complete (if necessary) the installation of the next beams and frame elements by repeating the following 3 operations.
6. Finish and complete the construction of the frame by bolting the end frame sections (parallel to the beam), to the side frame sections.
7. Check to ensure that the frame assembly is centered within the chamber (Figure 8).
8. Shim to the correct level, (fig a) underneath each frame corner and underneath each frame joint using metal shims.
Important: The covers must be in their correct position(s) within the frame and bolted while the frames are poured in position.
Duct covers and frames are usually shipped in "pre-assembled" modules (or elements).
Important: The covers must be in their correct position(s) within the frame and bolted while the frames are poured in position.
These recommendations are given as guidelines only and reflect the latest research available to us; nevertheless, we cannot accept any liability from their application. The description and choice of materials must be appropriate to the specific conditions of each application (conditions of use and installation). The concrete infill is part of the complete product, so particular care should be taken regarding its manufacture and application.
The expected quality shall be the same as required for construction work concrete with high mechanical performances (> 40 Mpa after 28 days on a test cylinder of 150 x 300 mm). Therefore, its composition should be analyzed to achieve the highest possible performance with regard to the specific concreting conditions of your application.
The recesses must be clean, exempt from any trace of products such as grease, oil, sand, dust. Any non adhesive particles must be removed.
As an indication, the typical concrete mix design may be characterized by :
Cement
Granules
Water
Admixtures
In order to reduce the W/C ratio and with respect to the maintenance of the rheology for the time necessary to fill the several covers with concrete of the same batch, admixtures must be certified to the NF Mark or comply with national standards (BS/ASTM/AFNOR ...), such as plasticisers, High Range Water Reducers, set retarding admixtures. The dosage of these products (expressed as a percentage of the cement weight) must be kept inside the limits defined by the supplier or in the product technical information sheet, in order to avoid detrimental effects on the other properties of concrete.
Temperature of the concrete at the time of delivery : between 10 and 32°C.
Temperature of the concrete appliances:
Vibrating :
Finishing :
Immediately after manufacturing and cuffing the free surface, the latter must be protected from the free circulation of air and from any evaporation/desiccation.
This can be achieved :
The works must only be released when the resistance of the concrete infill will have attained 40MPa.
If you require any further information, please contact your local EJ sales representative.
Take all usual precautions when working on roadway/footway opened products.
Please consult our commercial department for assistance.
Maintenance procedure: Use of impact wrench not recommended.
Maintenance procedures must be carried out each time the cover is opened and as required by environmental conditions.
Please follow all relevant practices associated with working around open manholes and vaults.
Operators should wear appropriate PPE: Safety glasses, helmet, safety gloves, safety vest, and safety shoes.
Before opening the product, note the position of each cover in the frame; these are not interchangeable. Ensure that corresponding stamped letters are visible on both covers and frame sections.