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the life of thomas telford-第59章

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plane to the depth of about twenty yards。  A considerable width of

rock lay between each tunnel; but at the bottom they were all

united by a connecting horizontal avenue or cavern; sufficiently

capacious to enable the workmen to fix the strong iron frames;

composed principally of thick flat cast iron plates; which were

engrafted deeply into the rock; and strongly bound together by the

iron work passing along the horizontal avenue; so that; if the iron

held; the chains could only yield by tearing up the whole mass of

solid rock under which they were thus firmly bound。



A similar method of anchoring the main chains was adopted on the

Caernarvonshire side。  A thick bank of earth had there to be cut

through; and a solid mass of masonry built in its place; the rock

being situated at a greater distance from the main pier; involving

a greater length of suspending chain; and a disproportion in the

catenary or chord line on that side of the bridge。  The excavation

and masonry thereby rendered necessary proved a work of vast

labour; and its execution occupied a considerable time; but by the

beginning of the year 1825 the suspension pyramids; the land piers

and arches; and the rock tunnels; had all been completed; and the

main chains were firmly secured in them; the work being

sufficiently advanced to enable the suspending of the chains to be

proceeded with。  This was by far the most difficult and anxious part

of the undertaking。



With the same careful forethought and provision for every

contingency which had distinguished the engineer's procedure in the

course of the work; he had made frequent experiments to ascertain

the actual power which would be required to raise the main chains

to their proper curvature。  A valley lay convenient for the purpose;

a little to the west of the bridge on the Anglesea side。

Fifty…seven of the intended vertical suspending rods; each nearly

ten feet long and an inch square; having been fastened together; a

piece of chain was attached to one end to make the chord line 570

feet in length; and experiments having been made and comparisons

drawn; Mr。 Telford ascertained that the absolute weight of one of

the main chains of the bridge between the points of suspension was

23 1/2 tons; requiring a strain of 39 1/2 tons to raise it to its

proper curvature。  On this calculation the necessary apparatus

required for the hoisting was prepared。  The mode of action finally

determined on for lifting the main chains; and fixing them into

their places; was to build the central portion of each upon a raft

450 feet long and 6 feet wide; then to float it to the site of the

bridge; and lift it into its place by capstans and proper tackle。



At length all was ready for hoisting the first great chain; and

about the middle of April; 1825; Mr。 Telford left London for Bangor

to superintend the operations。  An immense assemblage collected to

witness the sight; greater in number than any that had been

collected in the same place since the men of Anglesea; in their

war…paint; rushing down to the beach; had shrieked defiance across

the Straits at their Roman invaders on the Caernarvon shore。

Numerous boats arrayed in gay colours glided along the waters; the

daythe 26th of Aprilbeing bright; calm; and in every way

propitious。



At half…past two; about an hour before high water; the raft bearing

the main chain was cast off from near Treborth Mill; on the

Caernarvon side。  Towed by four boats; it began gradually to move

from the shore; and with the assistance of the tide; which caught

it at its further end; it swung slowly and majestically round to

its position between the main piers; where it was moored。  One end

of the chain was then bolted to that which hung down the face of

the Caernarvon pier; whilst the other was attached to ropes

connected with strong capstans fixed on the Anglesea side; the

ropes passing by means of blocks over the top of the pyramid of the

Anglesea pier。  The capstans for hauling in the ropes bearing the

main chain; were two in number; manned by about 150 labourers。  When

all was ready; the signal was given to 〃Go along!〃  A Band of fifers

struck up a lively tune; the capstans were instantly in motion; and

the men stepped round in a steady trot。  All went well。  The ropes

gradually coiled in。  As the strain increased; the pace slackened a

little; but 〃Heave away; now she comes!〃 was sung out。  Round went

the men; and steadily and safely rose the ponderous chain。



'Image' Cut of Bridge; showing state of Suspension Chain



The tide had by this time turned; and bearing upon the side of the

raft; now getting freer of its load; the current floated it away

from under the middle of the chain still resting on it; and it

swung easily off into the water。  Until this moment a breath less

silence pervaded the watching multitude; and nothing was heard

among the working party on the Anglesea side but the steady tramp

of the men at the capstans; the shrill music of the fife; and the

occasional order to 〃Hold on!〃 or 〃Go along!〃  But no sooner was the

raft seen floating away; and the great chain safely swinging in the

air; than a tremendous cheer burst forth along both sides of the

Straits。



The rest of the work was only a matter of time。  The most anxious

moment had passed。  In an hour and thirty…five minutes after the

commencement of the hoisting; the chain was raised to its proper

curvature; and fastened to the land portion of it which had been

previously placed over the top of the Anglesea pyramid。  Mr。 Telford

ascended to the point of fastening; and satisfied himself that a

continuous and safe connection had been formed from the Caernarvon

fastening on the rock to that on Anglesea。  The announcement of the

fact was followed by loud and prolonged cheering from the workmen;

echoed by the spectators; and extending along the Straits on both

sides; until it seemed to die away along the shores in the distance。

Three foolhardy workmen; excited by the day's proceedings; had the

temerity to scramble along the upper surface of the chainwhich

was only nine inches wide and formed a curvature of 590 feetfrom

one side of the Strait to the other!*'2'  Far different were the

feelings of the engineer who had planned this magnificent work。

Its failure had been predicted; and; like Brindley's Barton Viaduct;

it had been freely spoken of as a 〃castle in the air。〃  Telford had;

it is true; most carefully tested every part by repeated experiment;

and so conclusively proved the sufficiency of the iron chains to

bear the immense weight they would have to support; that he was

thoroughly convinced as to the soundness of his principles of

construction; and satisfied that; if rightly manufactured and

properly put together; the chains would hold; and that the piers

would sustain them。  Still there was necessarily an element of

uncertainty in the undertaking。  It was the largest structure of

the kind that had ever been attempted。  There was the contingency

of a flaw in the iron; some possible scamping in the manufacture;

some little point which; in the multiplicity of details to be

attended to; he might have overlooked; or which his subordinates

might have neglected。  It was; indeed; impossible but that he

should feel intensely anxious as to the result of the day's

operations。  Mr。 Telford afterwards stated to a friend; only a few

months before his death; that for some time previous to the opening

of the bridge; his anxiety was so great that he could scarcely

sleep; and that a continuance of that condition must have very soon

completely undermined his health。  We are not; therefore; surprised

to learn that when his friends rushed to congratulate him on the

result of the first day's experiment; which decisively proved the

strength and solidity of the bridge; they should have found the

engineer on his knees engaged in prayer。  A vast load had been

taken off his mind; the perilous enterprise of the day had been

accomplished without loss of life; and his spontaneous act was

thankfulness and gratitude。



'Image' Menai Bridge



The suspension of the remaining fifteen chains was accomplished

without difficulty。  The last was raised and fixed on the 9th of

July; 1825; when the entire line was completed。  On fixing the final

bolt; a band of music descended from the top of the suspension pier

on the Anglesea side to a scaffolding erected over the centre of

the curved part of the chains; and played the National Anthem

amidst the cheering of many thousand persons assembled along the

shores of the Strait: while the workmen marched in procession along

the bridge; on which a temporary platform had been laid; and the

St。 David steam…packet of Chester passed under the chains towards

the Smithy Rocks and back again; thus re…opening the navigation of

the Strait。



In August the road platform was commenced; and in September the

trussed bearing bars
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