Ответьте на вопросы к тексту.

1. What kind of house are the units?

2. Which beams are post-tensioned?

3. How are the floor panels attached to the beams?

4. What do the wall panels rest on?

5. What is the thickness of the floor panels?

6. What is the distance between galvanised steel angles which connect floor panels to the walls?

7. What is the difference between the two types of horizontal joint connecting the wall panel units?

8. What are the core walls planned for?

9. How is the stair core lit?

10. Why is there no deflection at the end of the cantilever?

Лексическое упражнение

В списке А даны некоторые слова и выражения, которые использованы в тексте для домашнего чтения. Найдите их перевод в списке В.

A	B	A	B
above	строительный раствор	mortar	первоначально
adjacent	тонированный	partition	элемент
adjustment	замкнутое пространство	post-tension v.	выступать
apply	перегородка	precisely	тот же
attach	лестничный марш	project v.	прикреплять
cantilever v.	подвергать последующему напряжению (бетон)	provide	тонна
connector	первый (из перечисленных)	relatively	угол
corner	полка	shelf	соединитель
division	относительно	strip footing	крепить
enclosure	ленточный фундамент	the former	выше
far	дальнейший	the same	дальний
fix v.	консольно выступать	thin	применять
flight	обеспечивать	through	образовывать
form v.	тонкий	tinted	разделение
further	через	ton	регулировка
initially	точно	unit	соседний

Урок 3.5 Фонетическое задание

Прочитайте транскрипцию в списке A, соотнесите её с соответствующим словом из списка B и переведите слово на русский язык. Учтите, что не все слова списка В даны в списке А.

A

[kLd]; [daI'xgqnql]; ['GIpsqm]; [vOId]; [hqV'tel]; [kqm'plJt]; [qV'mIt]; [kqn'venSqnql]; [skJm]; ['steIbIlaIz]

B

conventional compete gypsum

void convectional scheme

hotel complete chord

omit chard skim

stabilise gypsy diagonal

Текст A

HYATT REGENCY HOTEL, LEXINGTON, KENTUCKY, USA

Conventional steel framing is used on the lowest four floors of the hotel, but a staggered truss system is used in the upper part of the building, where the full-height trusses make the divisions of the space into hotel rooms. The lower levels have a column grid of 28 x 20 ft (8.53 x 6.10 m) and a framing scheme, which have the main beams spanning the shorter and the secondary beams the longer dimension of this grid. The floor slab is of 4 ½ in (114mm) lightweight concrete acting compositely both with the 3in (76mm) metal deck and the steel beams. Above the fifth level, staggered trusses are used and are spaced at 56ft (17.07m) centres at each floor level, taking the weight of two floors, one each at the top and bottom, and spanning to columns across the complete 60ft (18.29m) width of the building. Pratt type framing of the trusses, with diagonals in tension, is used. However, at the centre of the trusses the diagonals are omitted to allow door openings. The floor here is of prestressed hollow core concrete planks, 8ft (2.44m) wide and 8in (203mm) thick, used without a topping. The shear connection between the floor planks and the top and bottom chords members of the truss is accomplished with shear studs welded to the chords and attached to reinforcing bars projecting from the planks. The voids are then grouted up. The external walls consist of various types of precast concrete cladding units. The internal partitions use gypsum board on metal studs. Where a truss forms the division, it is clad with two layers of gypsum board on each face.

As soon as the trusses were erected, the floor planks were used to stabilise them by welding of a plate embedded in the planks to the chords of the trusses. A typical floor took less than four days to complete.

The staggered truss system is most suitable for narrow shaped buildings which can accept cross walls and is thus of limited application. It is essentially a high rise system, going up to 30 storeys and more, where, as in other high rise methods, as much vertical load is transferred to the outside columns to resist wind forces as is necessary for an economic floor structure. Structural steel used is about 7 lb/ft² (34 kg/m²) of floor area.

Notes:

door n. дверь

economic adj. экономичный

gypsum board гипсокартонный лист

plank n. пластина

staggered truss расположение балочных ферм в шахматном порядке