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室内暖炉 Dovre 2300GLのPDF 取付説明書をオンラインで閲覧またはダウンロードできます。Dovre 2300GL 18 ページ。

3.3.

Installation of the fireplace

Put the fireplace at proper

height. Make sure that it is

stable and level and that the

side panels are perpendic ular

to the bottom plate. Put the

fireplace far enough from the

walls, so that minimum 10

cm of free air passage re-

mains between the back of

the fireplace and the wall af-

ter adding the necessary i n -

sulation.

Make an airtight connection between fireplace and chimney, according to good prac-

tice.

Before further installation of the fireplace, check for sufficient draft in the chimney

and for proper connection between the smoke duct and the appliance.

For that purpose, you can light a small intense fire with paper and small dry kindle.

In case of a brick smoke duct, wait until the duct is dry enough.

Start with the masonry round the base of the fireplace. In that masonry, the air sup-

ply grids (optional) will be installed. Minimum air supply opening is 250 cm². The

grids may be installed on all sides.

It is important that air flows freely into the convection chamber. If you use an air

vent (to convey outside air into the convection chamber), remember to build in the

adjustment knob.

It is recommended to cover the inner side of the convection chamber with extra re-

flecting insulation material. That prevents loss of heat radiation

to outside walls or adjacent rooms, as well as deterioration of

any inside wall insulation.

Make sure that the doors of the hearth move freely over the

plate in front of the fireplace.

Continue building the chimney up to the smoke dome. Assure a

gap of at least 2 mm between the fireplace and the masonry to

allow for dilatation of the fireplace. If necessary, use heat-

resistant strips.

Upper structure support

The masonry over the fireplace must not rest on the fireplace. That is why a support

is used. Between the steel support and the smoke dome, you must leave a free

space of at least 3 mm. That will prevent tensions in the material that might tear the

upper structure. The steel support may rest on the side structure or be attached to

the wall by means of threaded rods.

2300 - 2400

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