The Municipal and Sanitary Engineer's HandbookBoulnois, H. Percy (Henry Percy)
Science
The Municipal and Sanitary Engineer's Handbook
Boulnois, H. Percy (Henry Percy)
Municipal engineering; Sanitary engineering
The sum total of these charges against wood as a pavement consists in
the following: “Wood is porous, it is composed of bundles of fibres, it
absorbs and retains wet, foul wet especially.” Why _foul_ wet should be
absorbed more than ordinary wet does not transpire.
There is no doubt that wood in its natural state does absorb a large
quantity of water,[74] but this can be avoided in wood paving by
preserving the wood of which it is composed by one of the following
processes.
(1) Burnetising Chloride of zinc is used in this process.
(2) Kyanising Corrosive sublimate is used.
(3) Renwickising Boiling in coal tar.
(4) Boucherising Sulphate of copper is used.
(5) Bethelising Creosote heated to 200° F. is used.
(6) Seelyising Creosote is also used, the wood being first boiled.
(7) Hayfordising Creosote is also used, wood being unseasoned.
The fibres of the wood are also compressed, and no open joints between
the blocks are permitted, by paving the blocks transversely, with butt
joints closely packed together, and by filling the cross joints with an
asphaltic or other impervious grouting.
Wood paving should, however, be laid in streets with moderate traffic,
and plenty of sun and air. In confined spaces such as courts, it soon
rots and becomes a source of much unhealthiness.[75]
Many reports have been from time to time made on the advantages and
disadvantages of wood paving, and much has been said and written upon
the subject, so that I will only touch upon some of the principal
questions at issue.
The first of importance is that of durability, and although the life of
a hard wood constantly exposed to attrition is amazing, as may be seen
on the stairs of the Metropolitan Railway Stations, and in many cog
wheels of old machinery, still some diversity of opinion exists as to
what may be fairly put down as the wear per annum of the surface of a
street paved with wood blocks.
It must be remembered that to arrive at any fixed ratio of wear, a
standard of traffic should be fixed; but this unfortunately has not
hitherto been done, so that the results of observations are bound to
differ considerably. It must also not be lost sight of that the reason
of excessive wear in a wood pavement generally arises from wide joints
being the means of causing the edges of the blocks to abrade and become
worn.
Mr. D. T. Hope, in a paper he laid before the Scottish Society of Arts,
upon some most careful investigations he had made on this subject, gives
the wear as ¹⁄₈ of an inch in 18 months on blocks laid with vertical
fibre, which he proved was the best manner of laying them to ensure the
longest life.
Mr. Deacon estimated the wear at from 1³⁄₈ inch to 2⁵⁄₁₆ inches per
annum.[76]
Mr. Copland estimated the wear at ³⁄₁₆ of an inch per annum.[77]
Mr. Howorth estimates the life of wood paving at 25 years per inch of
wood, if an absolutely uniform quality of wood fibre could be
assumed.[78]
Public-domain text, read in full here on John Shaqi.
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