DEVELOPMENT – BUILDING AT BLAENAVON HIGH LEVEL STATION (Step 1.4.1) – Page 3

 

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Progress at BHL during December 2009  (uploaded 6 January 2009)

Here are a few more images of ‘work in progress’.  Progress at BHL during December has been rather patchy, what with Santa Specials, wet weather, windy weather - and difficulties getting any scaffolding erected.  Nevertheless, some progress was made, and in particular, it has been possible to make some progress on the building roof.  We have had materials to hand for some months, and they were a major source of irritation in the containers, since it was impossible to get past them without climbing over everything.  We really need to get the chimney built, but we knew that the mortar would be washed out of the joints as soon as a brick was laid.  Due to difficulties of access it still has not been possible to lay the last of the six wall plates, so that in itself prevents the final roof trusses from being laid.  However the roofing contractor has seen what we have done so far and is well satisfied with what we have been doing, he only comment was that the ‘stringers’ between the trusses what have to be taken from the outside and put up on the inside – but we already knew that, and they were only tacked on the outside, because at the time, a gale was blowing, a storm was brewing and the light was failing – and that was really the end of progress.  The following weekend, snow fell in substantial quantities, and with several weeks of very frosty weather, the snow and ice has persisted and little or nothing has been done.

 

Here are some of the roof trusses waiting to go up.  They are surprisingly light in construction – but that’s the way it’s done these days.  Their close pitching of only 400mm will allow us to fit the heaviest slates generally available.

 

 

0628 – 6 Dec 09

In howling wind the first truss goes up – surprisingly easily.  The joist brackets make things very much easier.  Note how the wall plates/truss bearers project well beyond the end of the building.  The roof is planned to have about a foot of overhang, and the bearer will be sawn to length as required.

 

0630 – 6 Dec 09

Once the first joist was up, an extra four had to go up in order to provide some stability.  We could have done more, but the light was failing and it was essential that we left sufficient time to instal the stringers, which provide stability against wind, and prevents all the trusses falling like a stack of dominoes.

0632 – 6 Dec 09

 

Standing back a bit, it begins to be possible to see the profile of the finished building might look like.  Apart from the cladding (which will be mainly of wood planking, rather than brick), the main difference between this reconstruction, and the original will be in the end elevation of the canopy which will be triangular sloping back towards a valley gutter, rather than rectangular as in the original.

 

0636 – 6 Dec 09

Industry!  Volunteer Ian brings along another truss to have the ‘horns’ cut down to size – the pile of blocks on the right is testimony to his efforts.  Charles foots the ladder as Wayne goes up the ladder again in order to screw another joist into position.  As previously reported, fitting the first truss was simple.  This however was not the rightmost truss but the second one in.  The rightmost  was, in fact, remarkably troublesome.

0651 – 6 Dec 09

The stringers are laid so that they form triangles from each end of the roof.  The rightmost stringer lies close to its final position, the stringer on the left will rest horizontally in the final fitting, with a third stringer to its left.   It is possible to see that the first batch of trusses still retain their horns – these will be cut off in situ as soon as time and conditions permit. 

 

 

0654 – 13 Dec 09

 

The roof and canopy are held to the main structure by a series of metal fittings.  Here can be seen the heavy gauge straps for the canopy beams, the relatively light weight straps holding the wall plates/truss bearers down, and the clips which rigidly attach the trusses to the bearer.  These latter are very much preferable to traditional ‘bird’s mouth’ joints in the trusses which would have unacceptably weakened the already critically slender timbers.

0665 – 13 Dec 09

Inside, looking south we can see the jungle of timbers forming the roof trusses.  It is going to need someone of relatively slender proportions to finally fit the stringers – not elderly persons of more generous loading gauge who currently form the bulk (sic!) of the New Works team.  It is fortunate that the canopy beams form a useful support for scaffold planks.

 

 

0666 – 13 Dec 09

A few days later there was still no let up in the wet and windy weather.  Even so, this overall southward view shows the emerging proportions of the building.  Very soon a heavy LNWR style pale fence will occupy the lower left corner of this image – a later on the building itself will be clad with wooden planking.

 

 

 

0668 – 15 Dec 09

 

Here is a three-quarter view of the building from the cycle track.  On the extreme right the low wall on the site of the tall signal box is seen. The wall is designed to allow visitors to look in to the old locking room and may presage the building of a new signal box.

 

 

0676 – 13 Dec 09

Blaenavon (High Level) platform 1 stretches northwards.  Footprints in the snow are testimony to the number of people who walk along the platform to reach the railway’s path at the far end and which extends further north to the hamlet of Forgeside.  This path is both useful and historic and PBR is committed to retaining it.

0724 – 13 Dec 09

…and here, quite simply, is the view looking the other way.  At the far end the railway’s private footpath descends down to the Varteg Road, one of the two routes southward down the valley from Blaenavon.

 

 

 

0725 – 13 Dec 09

 

 

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