News

Congratulations to Richard Earl who has won a OUSU Teaching Award for Lecturing.

General

Position:- The project remains 1 week ahead of programme with the more critical activities running through the south.

Cranes & Hoist:- The structure continues to be fed by the cranes but have been affected by the spring wind on certain days.

Temporary Yellow Props: The large cylindrical yellow props have gradually become redundant as the completed slabs at mezzanine and ground will form the permanent strut. Once the prop is removed the concrete protrusion is then cut off using a diamond cutting cable saw.

Visits:- The Maths Department visited the site on 25/5/2012 to view the latest progress.

Future works for June

Steel Beams & Columns:- Steelwork has been erected in most of the Entrance and continues to be delivered and erected as required.

Blockwork:- The block walls that form a straight face in front of the structural secant piles in the basement are 40% complete. The internal blockwalls that form individual plantrooms are being progressed at the same time. The hoist is used to serve the blocklayers with materials.

Mezzanine Floor:- The last remaining mezzanine level slab in the central area was poured on 16/5/2012. As the slabs are completed and gain strength the temporary large yellow props spanning across the site will progressively be removed.

Ground Floor:- The critical sections on the south are progressing towards the central area and the entire floor is expected to be complete towards the end of June. Large prestressed concrete beams form part of the ground floor slab that will span the large lecture theatre.

1st Floor:- The south 1st floor 2nd pour was completed on 24/5/2012. These slabs consist of a set of precast concrete planks (temporary supported) with an insitu concrete topping with strands (steels within tubes) which are stressed (tightened at the ends) after the concrete has set hard.

2nd Floor:- The second floor has commenced on the north and is expected to be complete by 1/6/2012. The first pour on the south was poured on 31/5/2012 and it is expected to be complete by mid July.

3rd Floor:- The columns and walls (2nd to 3rd floor) have begun on the north.

Recent Site Photos

General

Position:- The project remains 1 week ahead of programme with the more critical activities running through the south.

Cranes & Hoist:- The cranes continue to feed the structure works but have occasionally been winded off due to some recent inclement weather. A hoist to access the mezzanine and basement from ground level was installed in position on 19/4/2012.

Visits:- The university's Buildings and Estates Subcommittee (BESC) visited the site on 16/5/2012.

Future works for May

Steel Beams & Columns:- Steelwork is being delivered and erected as required.

Blockwork:- The block walls that form a straight face in front of the structural secant piles in the basement are 15% complete. The internal block walls that form individual plant rooms are being progressed at the same time. The hoist is used to serve the blocklayers with materials.

Mezzanine Floor:- The last remaining mezzanine level slab in the central area is expected to be poured by w.c. 21/5/2012. As the slabs are completed and gain strength the temporary large yellow props spanning across the site will progressively be removed.

Ground Floor:- The critical sections on the south are progressing towards the central area and the entire floor is expected to be complete towards the end of June. Large prestressed concrete beams form part of the ground floor slab that will span the large lecture theatre.

1st Floor:- The north 1st floor was completed on 9/5/12. These slabs consist of a set of precast concrete planks (temporary supported) with an insitu concrete topping with strands (steels within tubes) which are stressed (tightened at the ends) after the concrete has set hard.

2nd Floor:- The second floor has commenced on the north and the vertical columns 1st to 2nd on the south have begun.

Recent Site Photos

Congratulations to Apala Majumdar who has been awarded the British Liquid Crystal Society Young Scientist Prize for 2012.

Nick Woodhouse is to become President of the Clay Mathematics Institute from 1 July 2012, and at the same time the CMI will move their President's Office to Oxford. The work of the CMI in supporting mathematics is well known and this is an exciting development for both CMI and Oxford.

More details can be found at http://www.claymath.org/May2012Anc/ .

Jen Pestana has been awarded the prize for the best student paper at the 12th Copper Mountain Conference on Iterative Methods.

More details are available.

General

Position:- The project remains 1 week ahead of programme with the more critical activities running through the south.

Curtain Walling Mock Up:- The mock up with the reconstituted stone and corner connections has been erected and inspected.

Visits:- The Maths Department visited the site on 27/4/2012 to view the latest progress.

Future works for April

Drainage & Basement Slab:- The last remaining central basement slab (6B) was poured on Monday 23/4/2012.

Steel Beams & Columns:- Steelwork is being delivered and erected as required.

Blockwork:- The block walls that form a straight face in front of the structural secant piles commenced on 30/4/2012 in the basement. The hoist is used to serve the blocklayers with materials.

Mezzanine Floor:- The central area mezzanine level slabs have been half completed with the remaining to be completed by mid May. As the slabs are completed and gain strength the temporary large yellow props spanning across the site will progressively be removed.

Ground Floor:- The next critical section on the south is targeted to be poured on 8/5/2012. The various level changes and upstand beams required to edges means that the ground floor slabs will be poured in smaller sections.

1st Floor:- The initial slab on the south to the 1st floor was poured on 3/5/2012. These slabs consist of a set of precast concrete planks (temporarily supported) with an insitu concrete topping with strands (steels within tubes) which are stressed (tightened at the ends) after the concrete has set hard.

Recent Site Photos

Congratulations to Gui-Qiang Chen, Philip Maini and Thaleia Zariphopoulou on becoming SIAM fellows.

Further information is available on the SIAM pages.

Congratulations to Dominic Joyce on his FRS.

Further information is available on the Royal Society pages.

General

Position:- The project remains 1 week ahead of programme with the more critical activities running through the south.

Hoist:- A hoist from ground level to mezzanine and basement levels was installed in position on 19/4/2012.

Curtain Walling Mock Up:- The curtain walling mock up comprising of stone fins and corner connection at corners is complete and is situated close to the site office.

Temporary Yellow Props: The large cylindrical yellow props will gradually become redundant as the completed slabs at mezzanine and ground will form the permanent strut.

Future works for April

Drainage & Basement Slab:- The last remaining central basement slab (6B) is targeted to be poured on Monday 23/4/2012.

Steel Beams & Columns:- The first steelwork within the entrance atria has been erected. As areas progress the remaining steels will be called in as required. Holding down bolts are fixed accurately to the formwork / reinforcement in order that steel I beams and columns can be bolted to the structure after the slab is poured.

Plant Room & Services:- The majority of service trenches to the centre have now been poured (remainder to pour on Monday 23/4/2012). Removable cover slabs will be added once the services are installed.

Mezzanine Floor:- The north the south mezzanine level slabs were completed on the 16/4/2012. The central area mezzanine level slabs are targeted to be complete by mid May.

Ground Floor:- The ground floor slabs will be poured in smaller sections as the levels change and upstand beams are required to edges. As the slabs are completed and gain strength the temporary large yellow props spanning across the site will progressively be removed.

1st Floor:- The initial slab to the 1st floor was poured on 18/4/2012. These slabs consist of a set of precast concrete planks (temporary supported) with an insitu concrete topping with strands (steels within tubes) which are stressed (tightened at the ends) after the concrete has set hard.

Recent Site Photos