The HS2 website says late 2022/early 2023: “We have started building a rail siding at our site which will enable the delivery of tunnel segments by rail from the end of 2022/early 2023.”Does this mean the tunnel segment trains from Grain should start running quite soon?
#HS2 Colne Valley Viaduct update: the rig is now across the A412, but otherwise not much has changed since my last visit eleven days ago…. (Gotta wait a good while before I go again…)
Such an impressive piece of machinery.Surprised this has not been shown here so why not...
the Colne Valley Viaduct being constructed over the A412 (North Orbital Road) which the progress has shown quite a bit. a few people have shown the progress on Twitter so credit goes to them.
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Credit: @RailNutter on Twitter
Surprised this has not been shown here so why not...
the Colne Valley Viaduct being constructed over the A412 (North Orbital Road) which the progress has shown quite a bit. a few people have shown the progress on Twitter so credit goes to them.
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Credit: @RailNutter on Twitter
Florence and Cecilia reaching our second shaft at Chalfont St Giles is a great achievement for the tunnelling team and I would like to pay credit to TGT, our supply chain partner, whose personnel are manning the TBMs.
It’s also important to acknowledge the work by the construction team involved in excavating and preparing the shaft. In particular I would like to pay credit to KVJV, VolkerLaser and Keltbray our supply chain partners, who have been working tirelessly over the last few months to ensure the shaft is ready for the arrival of Florence and Cecilia, learning from their experience of excavating and preparing our first shaft at Chalfont St Peter.”
HS2 Ld has a piece on the arrival of the Chiltern TBMs at the Chalfont St Giles ventilation shaft, at the 4-mile (6.4km) mark.
HS2 Chiltern tunnel – ‘Florence’ and ‘Cecilia’ reach 4 mile point at Chalfont St Giles
HS2’s first Tunnel Boring Machines (TBMs) excavating HS2’s longest tunnels have completed the first 4 miles of their drive – from the Chiltern tunnel’s south portal to the second ventilation shaft at Chalfont St Giles Download latest photos of the Chiltern tunnel and Chalfont St Giles vent shaftmediacentre.hs2.org.uk
Thet is an interesting diagram of the above and below-ground construction. I was wondering if the ventilation sucks air out of the tunnel does it all go in at the portals or do other shafts blow air in. Does the ventilation only operate when trains are stationary or there is a fire or will it be continuous?HS2 Ld has a piece on the arrival of the Chiltern TBMs at the Chalfont St Giles ventilation shaft, at the 4-mile (6.4km) mark.
I was under the impression the ventilation was mostly passive. The trains moving through will push air in front of them which can escape through the shaft ahead, and air will be sucked down behind. Then the fans are used to extract smoke etc. if there’s a problem.Thet is an interesting diagram of the above and below-ground construction. I was wondering if the ventilation sucks air out of the tunnel does it all go in at the portals or do other shafts blow air in. Does the ventilation only operate when trains are stationary or there is a fire or will it be continuous?
Interestingly they do something like that on the Elizabeth line with moving block signalling. Two trains are allowed in each ventilation section.It's usual to arrange the signalling so there can only ever be one train between any two ventilation shafts. Hence if a train catches fire the smoke can be removed before it reaches another train, so only one train needs to be evacuated urgently.
When moving normally the trains will be widely spaced due to the high travel speed and long braking distances, but if for some reason a train has to stop, the one behind must be stopped further behind so there is a ventilation shaft in between. This somewhat increase the minimum achievable headway and incidentally means that moving block signalling wouldn't offer much capacity benefit.
Fire the person who was holding the measuring tape!What will they do about that small gap?
Surely the structure isn't that strong to tension loads?At a guess, I would suggest some Hydraulic jacks and pull to close the gap.
It will have post-tensioning cables surely?Fire the person who was holding the measuring tape!
In seriousness, I'm pretty sure that's an expansion gap so it'll be filled with a flexible gap filler.
Surely the structure isn't that strong to tension loads?
From a previous post, don't they have a very thin segment they slide in to fill the gap?At a guess, I would suggest some Hydraulic jacks and pull to close the gap.
As long as the next pier along is not too far open.
Yes, there will be post-tensioning cables, but they're unlikely to be strong enough to drag the whole viaduct section by tens of centimetres.It will have post-tensioning cables surely?
From what I read elsewhere (can’t remember the source) the gap is filled by casting in situ.Thought this was cool. From the official HS2 Twitter account. What will they do about that small gap?
It has to be I think, because the normal segments are cast against their matching predecessor segment. They have a slightly stepped face that interlocks against the previous section. (The first photo in post #1445 shows it clearly.)From what I read elsewhere (can’t remember the source) the gap is filled by casting in situ.
The half-spans are balanced with the ones on the opposite side of the pier, so there is in theory very little force on the last joint where they are linked with the next one. All the other joints have to bear the forces arising from the weight of the segments further out towards the midpoint.It has to be I think, because the normal segments are cast against their matching predecessor segment. They have a slightly stepped face that interlocks against the previous section. (The first photo in post #1445 shows it clearly.)
I think the final slightly narrower segment can only be accurately cast against one side or the other in the factory, but not both. Then the last narrow gap can’t have a piece lowered in, because the face interlocking would prevent its being moved vertically.
Yes, definitely it is. There are photos on Twitter etc showing the mould in placeFrom what I read elsewhere (can’t remember the source) the gap is filled by casting in situ.
This is all discussed in the EWR construction thread somewhere. There’s no conclusive answer, there are definitely photos showing the earthworks progressing. I think you need to differentiate between the track itself for the curve, and EWR passenger services over the curve. It’s the latter that seems up in the air…Has the 'Aylesbury spur' from EWR at Claydon LNE Junction been reinstated after being quietly postponed indefinitely? I've seen some plans for HS2 works north of Quainton which clearly show a 90mph railway being installed north of Quainton at the section where HS2 and EWR (Aylesbury spur) run parallel to each other. I believe HS2 contractors are preparing groundworks for both lines, no doubt this work on the Aylesbury spur was budgeted and planned for as part of HS2 construction.