Concrete Roads
and Their Construction
År: 1920
Serie: Concrete Series
Forlag: Concrete Publications Limited
Sted: London
Sider: 197
UDK: 625.8 Con-gl.
Being a Description of the concrete Roads in the United Kingdom, together with a Summary of the Experience in this Form of Construction gained in Australia, Canada, New Zealand and the United States of America.
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186
CONCRETE ROADS
at 143 Grosvenor Road, London, S.W.l, by the Concrete Utilities
Bureau of 35 Great St. Helens, London, E.C.3.
No book on. concrete roads would be complete without some
suggestions with regard to numerous accessories to roadways
which might well be made of concrete, and the following hints are
submitted in the hope and belief that they will be of interest to the
reader.
Pavements.—Modern requirements demand that the ideal footpath
or pavement shall be smooth without being slippery, even, durable,
clean and unaffected by climatic conditions. These requirements
are met in a striking manner by concrete, provided that the
material itself is of the first quality, and that the job be carried
out in an intelligent and workmanlike manner. Little, however,
need be said here about concrete footpaths, since these, either in
the form of slabs or concrete laid in situ, are rapidly replacing
those of other materials, and they have been so long before the
public that their strength, durability and general efficiency have
been convincingly proved.
Kerbs and Channelling.—This subject, a very important one, has
been fully dealt with in Chapter VII.
Fig. 127, showing a tree-guard for pavements, illustrates another
use for concrete as a substitute for iron. As will be seen from the
photograph the tree-guard is in the form of lattice work, each
bar of which is reinforced by a single steel rod.
Reference has already been made in Chapter VII to the pavement
gutters produced in concrete by the Aylesbury Borough Council.
Culverts.—In connection with rural roads concrete culverts are
coming into general favour. If constructed in situ, they should
be built during the dry season, if possible, or the watei’ may be
diverted during their construction by building a dam above the
culvert and conveying the water away from the work by means
of temporary troughs or pipes.
A method often adopted is that of employing pre-cast culvert
blocks or half-pipes, which, when cemented together, form the
culvert. No reinforcement is used in structures of this nature.
Fig. 129 is an illustration of this type of culvert.
Sewer Pipes and Water Mains.—Considerable economies can be
effected and increased efficiency secured by the use of concrete
sewer pipes and water mains. These are being adopted here and
in various parts of the world with great success.
Concrete pipes are usually made either in vertical iron moulds,
or are cast on the centrifugal method in horizontal moulds.