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SPELMAN HALLS, PRINCETON UNIVERSITY, NEW JERSEY, USA

SPELMAN HALLS, PRINCETON UNIVERSITY, NEW JERSEY, USA - раздел Иностранные языки, УЧЕБНИК АНГЛИЙСКОГО ЯЗЫКА   The Development Is Made Up Of Eight House Units. Each House U...

 

The development is made up of eight house units. Each house unit is an assembly of precast concrete elements and glazing, with further internal divisions made by thin but relatively heavy partition walls, generally 3⅜in (80 mm) thick. The precast concrete elements, that form the enclosure and structure for each unit, consist of wall and floor panels, stair flights and long precast beams. These 57 ft (17.4 m) long precast beams run along the south and east sides, the latter being a prestressed post-tensioned beam which cantilevers 22 ft (6.71 m) off an internal cross wall and, at the south-east corner, supports the former, which is simply supported at this end. Both beams are 8in (203 mm) wide at the top but 11in (279 mm) wide at the bottom, thus making a shelf to support the floor panels; the floor panels are attached with galvanised steel angles at 4 ft 10in (1.47 m) centres using a ¾in (19 mm) bolt that fixes to ferrules cast in a recess in the top of the slab and in the sides of the beam. Both beams are supported by the internal cross wall. These internal loadbearing walls are 11¼in (286 mm) thick. The other loadbearing wall panels, including those in the stair core and those supporting the far end of the beams, are 8in (203 mm) thick. All the wall panels rest on an upstand wall on a strip footing, both the latter being of cast-in-place concrete construction.

The floor panels are 8in (203 mm) thick but have different spans, the different slab strengths, thus required, being provided by post-tensioning. There is no concrete topping. Most floor panels are attached to the walls by galvanised steel angles at 4 ft 10in (1.47 m) centres using ¾ in (19 mm) bolts that fix to ferrules cast in the tops of the floor panels and the sides of the wall panels. For the joint between the floor panel and the 11¾ in (286mm) internal cross wall, these ferrules are cast both in the vertical edge of the floor panel, connecting to bars projecting from the wall panel below, as well as in the top of the floor panel, connecting by means of steel plates to the adjacent floor panel and by means of steel angles to the wall panel above. Both types of ferrule are placed at 4 ft 10in (1.47 m) centres.

There are two types of horizontal joint between the wall panel units. The 11¾ in (286 mm) internal cross wall, which supports floor panels on each side, also supports the wall panel above, initially by bars projecting from the centre of the lower panel, which are joined through a connector allowing adjustment for height. When in the required position, the gap between the floor and wall panels is filled with mortar or cast-in-place concrete. All the other walls support floor panels only on one side, with a ½in (13 mm) joint, on the other side, between it and the panel above. These panels bear onto steel plates with a locating pin using plastic shims for height adjustment.

The core walls are planned to provide support to the stairs and floor panels. The stair core is top lit by ¾in (19 mm) green-tinted toughened (tempered) glass. There were 61 different types of precast element for this house unit. At each typical floor, there are nine different types of floor panel; the other floors, or the roof, either repeat precisely or use largely the same floor types. All the panel types in the house unit considered are also used in other units.

The post-tensioned beam is stressed, from one end only, to a total prestress of about 160 tons (145 tonnes). Prestressing allows the load applied to be balanced, so that there is no deflection at the end of the cantilever.

Notes:

ferrule n. муфта

lit v. ( p.p. от light) освещённый

shim n. вкладыш

upstand wall подстенок (выступающий из фундамента)

 

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Упражнение 1. Переведите на русский язык приведённые ниже словосочетания.   at street level, column grid, column line, construction time, east-west and north-south directions

A STEEL COMPANY IN PITTSBURGH, USA
  On plan the building has the shape of an equilateral triangle, the length of side being 67.32 m. The height above ground level is 256 m. The central core is also triangular with sid

BANKING CORPORATION HEADQUARTERS, HONG KONG
  The building has four basement levels and 43 storeys above ground to the top of the highest steel masts, with a helipad structure rising above this giving the building an overall he

Согласные звуки
à - п Ä – б Å - м Æ – звук образуется, когда губы, в положении как при свисте, резко раздвигают

Образование множественного числа существительных (Plural of noun)
Форма множественного числа существительного образуется с помощью окончания es/s: alloy - alloys hour - hours bus

Личные, притяжательные и возвратные местоимения
(Personal, possessive & reflexive pronouns)   * В этой форме личные местоимения исполь

Правильные глаголы
Формы Past Simple и Past Participle этих глаголов образуются с помощью окончания ed/d. Например: add – added, step – stepped, produce – produced

ВРЕМЕНА ГЛАГОЛА В ДЕЙСТВИТЕЛЬНОМ ЗАЛОГЕ (ACTIVE VOICE)
  6.2.2.1 Глагол to be Формы глагола to be во временах Pres

Страдательный залог (Passive Voice)
Страдательный залог используется, когда подлежащее предложения не выполняет действие, а подвергается ему. Формы страдател

Модальные глаголы, выражающие разрешение или возможность
1. May – мочь, иметь возможность. 2. Be allowed to – позволять, разрешать.

Функции инфинитива
Инфинитив может выполнять в предложении следующие функции: 7.1.1.1 Подлежащее Инфинитив отвечает на вопрос: что. T

Инфинитивные обороты
7.1.2.1 Объектный инфинитивный оборот В предложении с объектным инфинитивным оборотом (ОИО) инфинитив стоит после дополнения. Сказуемое всегда н

Функции Participle I
Participle I может выполнять в предложении следующие функции: 7.2.1.1 Часть сказуемого В этой функции Participle I используется во всех вр

Функции Participle II
Participle II может выполнять в предложении следующие функции: 7.2.2.1 Часть сказуемого В функции части сказуемого Participle II используе

Трудности перевода Participle II
Неличная форма глагола Participle II не отличается от глагольной формы Past Simple правильных и части неправильных глаголов (см. разделы 6.1.1 и 10.3). Отсюда велика вероятность принять одну форму

Причастные обороты
7.2.4.1 Зависимые причастные обороты Причастие с зависимыми словами образует зависимый причастный оборот. Такой оборот может переводиться на русски

Функции герундия
Герундий часто переводится существительным. Реже – неопределённо-личной формой глагола, деепричастием или придаточным предложением. Герундий может выполнять в предложении следующие функции

Конверсия (Conversion)
В английском языке в силу неразвитости специфических суффиксов и окончаний различных частей речи широкое распространение получила конверсия – образование от существующего слова нового, относящегося

Порядок слов(Word Order)
Строгий порядок слов в предложении означает, фиксированное положение членов предложения относительно друг друга: a. в утвердительном предложении – это прямой порядок слов:

Сложноподчиненное предложение (The Complex Sentence)
Сложноподчинённое предложение состоит из главного и одного или более придаточных предложений, каждое из которых имеет собственные главные члены – подлежащее и сказуемое. Придаточное предложение явл

Усилительные конструкции (Emphatic Constructions)
Усилительные конструкции и слова служат для усиления значения одного из членов предложения и выделения его по сравнению с остальными членами предложения. 10.1.1 Усилительная констр

Функции слова IT
1. Когда it заменяет существительное в единственном числе, оно может быть: · личным местоимением, которое переводится - он, она, оно или косвенные формы этих местои

Функции слова THAT
1. Как указательное местоимение тот, та, то (иногда этот, эта, это) слово that имеет форму множественного числа those – те (иногда эти)

БИБЛИОГРАФИЯ ГРАММАТИКИ
1. Alexander L.G. Longman English Grammar. Longman House, 1995, ISBN 0-582-55892-1. 2. Каушанская В.Л. и др. Грамматика английского языка. Ленинград, Просвещение, 1967. 3. Поляков

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