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Применить Всего найдено 39115. Отображено 100.
05-01-2012 дата публикации

Convertible Enclosure

Номер: US20120000141A1
Автор: Kent Harry Forsland, Luke Duane Schraw, Michael Dennis Peters
Принадлежит: Cabreeco Cos LLC

A movable enclosure is configured to selectively enclose an area. The enclosure includes at least one side wall and an end wall attached thereto. The side wall comprises a number of individual panels that are independently movable along a track secured to the ground. The panels are selectively collapsible such that they may travel along the track and overlap one another when in a collapsed or stowed position. The enclosure may be configured in any number of intermediate positions wherein the panels are partially collapsed. Roof panels may be attached to the side walls for movement therewith, or alternatively, the roof panels may operate independent of the side walls to extend and retract between an open and collapsed configuration.

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Номер записи: 1
10-01-2017 дата публикации

Узел соединения колонны двутаврового сечения с двутавровой балкой

Номер: RU0000167423U1
Автор: Олег Евгеньевич Петров
Принадлежит: Олег Евгеньевич Петров

Полезная модель относится к строительству, а именно к соединению колонны с балкой, и может быть использована в строительстве зданий и сооружений, при производстве и монтаже металлических каркасов многоэтажных зданий. Устройство содержит колонну 1 с приваренными к ней в заводских условиях соединительными элементами 2, 3; балку 11 и соединительные горизонтальные накладки 10, которые обеспечивают жесткое соединение колонны 1 и балки 11 между собой. Соединение является фрикционным, и жесткость соединения обеспечена за счет силы трения между соединительными элементами 2 и 3, балкой 11 и соединительными горизонтальными накладками 10. Все элементы скреплены между собой болтовыми соединениями с помощью высокопрочных болтов 12. Соединительный элемент 2 представляет собой соединительный узел колонны 1 со стороны стенки, состоит из горизонтальной пластины 4; ребра 5, монтажной пластины 6. Соединительный элемент представляет собой соединительный узел колонны 1 со стороны полки, состоит из горизонтальной пластины 7, ребра 8, монтажной пластины 9. Технический результат от использования полезной модели заключается в повышении надежности конструкции каркаса в целом и его узлов в частности при одновременном снижении трудоемкости изготовления и монтажа и снижении металлоемкости за счет создания жесткого соединение узла сопряжения колонны и балки с помощью болтового соединения. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 167 423 U1 (51) МПК E04B 1/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ТИТУЛЬНЫЙ ЛИСТ ОПИСАНИЯ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21)(22) Заявка: 2016106867, 25.02.2016 (24) Дата начала отсчета срока действия патента: 25.02.2016 (72) Автор(ы): Петров Олег Евгеньевич (RU) (73) Патентообладатель(и): Петров Олег Евгеньевич (RU) Дата регистрации: R U 15.12.2016 Приоритет(ы): (22) Дата подачи заявки: 25.02.2016 (45) Опубликовано: 10.01.2017 Бюл. № 1 1 6 7 4 2 3 R U (57) Формула полезной модели Узел соединения колонны двутаврового сечения с двутавровой балкой, ...

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Номер записи: 2
27-04-2017 дата публикации

Устройство для крепления деревянной колонны к фундаменту в сейсмически активных районах

Номер: RU0000170527U1
Автор: Павел Викторович Дзюба, Таир Алексеевич Тайтаков
Принадлежит: Федеральное государственное бюджетное образовательное учреждение высшего образования "Томский государственный архитектурно-строительный университет" (ТГАСУ)

Полезная модель может быть использована для крепления деревянной колонны к фундаменту при строительстве различных сооружений промышленного и гражданского назначений, преимущественно в сейсмически активных районах.Устройство для крепления деревянной колонны к фундаменту содержит закладную металлическую пластину, установленную горизонтально в фундаменте и приваренную к стальной арматуре фундамента. В центральной продольной прорези деревянной колонны дополнительно установлена металлическая пластина с отверстиями под стяжные крепежные элементы. Диаметр отверстий металлической пластины больше диаметра стержней стяжных крепежных элементов. Металлическая пластина закреплена на фундаменте через закладную металлическую пластину, к которой она приварена нижним концом. С двух противоположных сторон колонны установлены прижимные пластины. Продольные боковые ребра прижимных пластин приварены к выступающим из прорези колонны частям металлической пластины, а нижние ребра прижимных пластин приварены к закладной металлической пластине. Под колонной на закладной металлической пластине уложена демпфирующая прокладка. Устройство для крепления деревянной колонны одновременно обеспечивает и жесткость крепления, и необходимую степень свободы конструкции в отношении изгибающих моментов и перемещений, возникающих при динамических воздействиях. Наличие демпфирующей прокладки из технической резины под основанием колонны частично гасит колебания, вызванные землетрясением. Все это приводит к повышению устойчивости зданий при землетрясениях. 3 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 170 527 U1 (51) МПК E04B 1/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21)(22) Заявка: 2017103411, 01.02.2017 (24) Дата начала отсчета срока действия патента: 01.02.2017 (72) Автор(ы): Дзюба Павел Викторович (RU), Тайтаков Таир Алексеевич (RU) 27.04.2017 Приоритет(ы): (22) Дата подачи заявки: 01.02.2017 (56) Список документов, ...

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Номер записи: 3
28-04-2017 дата публикации

Невидимый крепеж для монтажа косого планкена

Номер: RU0000170545U1
Автор: Алексей Викторович Спичак
Принадлежит: Общество с ограниченной ответственностью "НордФасад"

Полезная модель относится к области строительства, в частности к скрытому или невидимому креплению планкена на системы вентилируемых фасадов и может быть использована при отделке фасадов зданий, внутренних и наружных стен беседок, веранд, террас, заборов и т.п. Невидимый крепеж для монтажа косого планкена, содержащий основание, выполненное с возможностью крепления к направляющей, согласно полезной модели, снабжен соединительной полкой, расположенной под острым углом к основанию, при этом полка со стороны тупого угла имеет гребень, расположенный параллельно основанию. Основание может быть выполнено изогнутым, включающим три параллельных участка, причем средний участок снабжен ребром жесткости, расположенным в месте соединения соединительной полки с основанием с противоположной стороны основания, при этом средний участок отстоит от линии, соединяющей два боковых участка, на величину, равную длине ребра жесткости. Повышается устойчивость конструкции фасада при воздействии неблагоприятных условий, прочности на изгиб, снижается трудоемкость и повышается скорость монтажа. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 170 545 U1 (51) МПК E04B 1/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21)(22) Заявка: 2016115019, 18.04.2016 (24) Дата начала отсчета срока действия патента: 18.04.2016 (72) Автор(ы): Спичак Алексей Викторович (RU) Дата регистрации: 28.04.2017 (56) Список документов, цитированных в отчете о поиске: RU 136058 U1, 27.12.2013. RU Приоритет(ы): (22) Дата подачи заявки: 18.04.2016 Адрес для переписки: 192007, Санкт-Петербург, а/я 146, ООО "АИС поли-ИНФОРМ-патент" 1 7 0 5 4 5 R U (57) Формула полезной модели 1. Невидимый крепеж для монтажа косого планкена, содержащий основание, выполненное с возможностью крепления к направляющей, отличающийся тем, что он снабжен соединительной полкой, расположенной под острым углом к основанию, при этом полка со стороны тупого угла имеет гребень, ...

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Номер записи: 4
03-05-2017 дата публикации

Сталебетонная преднапряженная стойка

Номер: RU0000170649U1
Автор: Фарит Сахапович Замалиев, Эмиль Фаритович Замалиев
Принадлежит: Фарит Сахапович Замалиев, Федеральное государственное бюджетное образовательное учреждение высшего образования "Казанский государственный архитектурно-строительный университет" КГАСУ, Эмиль Фаритович Замалиев

Полезная модель относится к области строительства, а именно - к составным стойкам и может быть использована в конструктивных элементах, работающих преимущественно на сжатие.Результат достигается тем, что сталебетонная стойка выполнена из металлического двутаврового профиля, полости которого заполнены бетоном, подкрепленного шпренгельным устройством преднапряжения, содержащим затяжки, распорки и пластину с пазами.Для обеспечения постоянного уровня усилий преднапряжения в тягах, в двух взаимно перпендикулярных направлениях, на концах тяг и в их середине предусмотрены натяжные устройства.Устройство для преднапряжения включает шпренгельные затяжки, закрепленные на торцах стойки и опертые в местах перегиба на выдвигаемую пластину с пазами.Предлагаемая сталебетонная преднапряженная стойка по сравнению с известными решениями обладает повышенной несущей способностью, устойчивостью и обеспечивает уменьшение материалоемкости и упрощение изготовления. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 170 649 U1 (51) МПК E04C 3/34 (2006.01) E04B 1/22 (2006.01) E04B 1/30 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21)(22) Заявка: 2016142592, 28.10.2016 (24) Дата начала отсчета срока действия патента: 28.10.2016 03.05.2017 Приоритет(ы): (22) Дата подачи заявки: 28.10.2016 1375760 A1, 23.02.1988. SU 580292 A1, 15.11.1977. RU 117475 U1, 27.06.2012. Eurocode 4: Design of composite steel and concrete srtuctures. EN 1994-1-1 (2004), p.90, fig. 8.1 (2). Eurocode 4: Design of composite steel and concrete srtuctures. EN 1994-1-1 (2004), p.64, fig. 6.17 (b). (54) СТАЛЕБЕТОННАЯ ПРЕДНАПРЯЖЕННАЯ СТОЙКА (57) Формула полезной модели Сталебетонная преднапряженная стойка, включающая стальные профили, образующие двутавровое сечение, имеющая бетон замоноличивания и шпренгельные затяжки с натяжными устройствами в торцах и в середине стойки, отличающаяся тем, что для обеспечения натяжения затяжек в двух плоскостях в середине стойки ...

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Номер записи: 5
23-05-2017 дата публикации

Кронштейн для крепления к несущей опоре

Номер: RU0000171167U1
Автор: Сергей Геннадьевич Камяненко
Принадлежит: Сергей Геннадьевич Камяненко

Полезная модель относится к конструктивным элементам крепления и может использоваться в строительстве при монтаже систем ограждений, стеновых панелей или фасадов, в качестве соединительных деталей мебели при монтаже стеллажей с регулируемыми полками или перегородками, в качестве кронштейна при креплении дорожных знаков на опоры. Технический результат достигается при использовании кронштейна для крепления к несущей опоре, состоящего из замкнутого профиля квадратного или круглого сечения, внутренний размер которого соответствует наружному размеру опоры, с от одного до четырех несущими элементами в виде платиков, расположенных на сторонах или ребрах профиля квадратного сечения и цилиндрической поверхности профиля круглого сечения. Техническим результатом является повышение надежности кронштейна, упрощение и ускорение монтажа, а также расширение его функциональных возможностей. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 171 167 U1 (51) МПК E04B 1/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21)(22) Заявка: 2016131687, 01.08.2016 (24) Дата начала отсчета срока действия патента: 01.08.2016 (72) Автор(ы): Камяненко Сергей Геннадьевич (RU) (73) Патентообладатель(и): Камяненко Сергей Геннадьевич (RU) 23.05.2017 (56) Список документов, цитированных в отчете о поиске: Каталог "Крепление леерного Приоритет(ы): (22) Дата подачи заявки: 01.08.2016 (45) Опубликовано: 23.05.2017 Бюл. № 15 Адрес для переписки: 400105, г. Волгоград, пр. Ленина, 107, кв. 2, Камяненко С.Г. 1 7 1 1 6 7 R U (57) Формула полезной модели 1. Кронштейн для крепления к несущей опоре, состоящий из замкнутого профиля, внутренний размер которого соответствует наружному размеру опоры, с двумя несущими элементами, выполненными в виде платиков, расположенных вдоль замкнутого профиля, отличающийся тем, что замкнутый профиль выполнен квадратного сечения, а платики выполнены разнонаправленными. 2. Кронштейн по п. 1, отличающийся тем, что ...

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Номер записи: 6
19-06-2017 дата публикации

Коттедж

Номер: RU0000171833U1
Автор: Виктор Николаевич Игнатов, Елена Александровна Лазарева, Сергей Олегович Версилов
Принадлежит: Общество с ограниченной ответственностью ИЦ "Недра"

Полезная модель относится к области строительства, в частности к возведению строений с несущим каркасом, и может быть использована при сооружении малоэтажных зданий, например коттеджей, дач, теплых гаражей и т.п.Задачей полезной модели является повышение прочности несущей каркасной системы, снижение затрат на ее монтаж и снижение объемов бетонных работ. За счет того, что коттедж содержит каркасную систему здания, включающую установленные на фундаментах стены здания, несущие элементы стропильных рам, установленные вдоль оси здания, монолитные железобетонные колонны, выполненные в виде опор несущих элементов стропильных рам и установленные на столбчатые фундаменты, и стропильные рамы, установленные с шагом на несущие элементы стропильных рам, причем монолитные железобетонные колонны снабжены металлическими осями, а несущие элементы стропильных рам выполнены в виде единой несущей каркасной системы из соединенных между собой металлических ферм и осей монолитных железобетонных колонн. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 171 833 U1 (51) МПК E04B 1/30 (2006.01) E04C 3/293 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21)(22) Заявка: 2016147120, 30.11.2016 (24) Дата начала отсчета срока действия патента: 30.11.2016 (73) Патентообладатель(и): Общество с ограниченной ответственностью ИЦ "Недра" (RU) 19.06.2017 Приоритет(ы): (22) Дата подачи заявки: 30.11.2016 Адрес для переписки: 346408, Ростовская обл., г. Новочеркасск, ул. Полины Кузнецовой, 19 , Версилову С.О. U1, 10.10.2014. SU 1791572 A1, 30.01.1993. SU 1263779 A1, 15.10.1986. US 20110061336 A1, 17.03.2011. US 20040139690 A1, 22.07.2004. 1 7 1 8 3 3 R U (57) Формула полезной модели Коттедж, содержащий каркасную систему здания, включающую установленные на фундаментах стены здания, несущие элементы стропильных рам, установленные вдоль оси здания, монолитные железобетонные колонны, выполненные в виде опор несущих элементов стропильных рам и ...

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Номер записи: 7
01-02-2018 дата публикации

Каркасно-тентовый арочный ангар

Номер: RU0000176894U1
Автор: Александр Николаевич Зеленин, Анатолий Борисович Гладков, Борис Федорович Гладков, Виктор Александрович Шуваев, Мамед Лечиевич Юсупов, Юрий Александрович Кирсанов
Принадлежит: Акционерное Общество "Большеистокское Ремонтно-Техническое Предприятие С Базой Снабжения" (Ао "Б-Истокское Ртпс"), Федеральное Государственное Бюджетное Образовательное Учреждение Высшего Образования (ФГБОУ ВО) "Уральский Государственный Аграрный Университет" (УрГАУ) (отдел по научной, инновационной работе и докторантуре)

Полезная модель относится к области сельскохозяйственного производства, а именно к изготовлению и использованию каркасно-тентовых конструкций, которые могут быть использованы в качестве легких быстромонтируемых сооружений сельскохозяйственного назначения, пригодных для хозяйственных, производственных и других нужд, в частности для откорма и выращивания животных или для хранения и переработки зерна и как временное укрытие от внешних воздействий при производстве различного вида сельскохозяйственных работ.Сущностью полезной модели является то, что каркасно-тентовый арочный ангар собран из однотрубных сборных арок, выполненных из четырех однотипных гнутых дугообразных секций, соединенных между собой через переходные вставки - втулки болтами и закрепленные внизу на наклонных опорных стаканах с шагом 1,5 метра, а опорные наклонные стаканы закреплены на продольных балках рамы, установленной на опорных стойках, забетонированных в фундаменте, при этом торцевые арки усилены вертикальными стойками на высоту пролета, забетонированными в фундаменте и оборудованы воротами и вентиляционными окнами, при этом сборные арки между собой соединены продольными распорными балками, а каждая арка выполнена в виде соединенных при помощи направляющих трубчатых несущих элементов опорных секций, дугообразных пролетов с выполненными отверстиями для болтов, при этом на наружной поверхности несущих элементов стоек пролетов арок и балок закреплен тент из огнестойкого многослойного армированного полихлорвинилового полотна. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 176 894 U1 (51) МПК E04B 1/342 (2006.01) E04H 15/36 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E04B 1/3205 (2006.01); E04B 2001/3217 (2006.01); E04B 2001/3235 (2006.01); E04B 2001/3241 (2006.01); E04B 1/342 (2006.01); E04B 1/343 (2006.01); E04H 15/18 (2006.01); E04H 15/36 (2006.01) (21)(22) Заявка: 2017120111, 07.06.2017 07.06.2017 Дата регистрации: 01.02.2018 (45) ...

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Номер записи: 8
11-07-2018 дата публикации

Сетчатый свод

Номер: RU0000181357U1
Автор: Алексей Владимирович Кашин, Владимир Романович Горальник, Сергей Львович Бессонов
Принадлежит: Общество с ограниченной ответственностью Производственно строительная фирма "СТАЛЬКОН" (ООО ПСФ "СТАЛЬКОН")

Полезная модель относится к наземному строительству, а именно к конструкциям сетчатых сводов, и может быть использована для формирования крупногабаритных куполообразных сооружений, например, в местах общественного пользования. Сетчатый свод содержит формирующие поверхность крыши стержневые элементы и несущие раскосы. Стержневые элементы соединены между собой звездообразными узловыми элементами. Нижние концы раскосов установлены посредством проушин на опорных конструкциях. Верхние концы раскосов посредством проушин прикреплены к опорным пластинам, зафиксированным на узловых элементах. При этом часть указанных пластин закреплена со смещением относительно оси симметрии соответствующего узлового элемента, компенсирующим неточность их взаимного расположения. Полезная модель позволяет упростить монтаж устройства. 4 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 181 357 U1 (51) МПК E04B 1/32 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E04B 1/32 (2018.02) (21)(22) Заявка: 2018109435, 16.03.2018 (24) Дата начала отсчета срока действия патента: Дата регистрации: Приоритет(ы): (22) Дата подачи заявки: 16.03.2018 (45) Опубликовано: 11.07.2018 Бюл. № 20 1 8 1 3 5 7 R U (54) СЕТЧАТЫЙ СВОД (57) Реферат: Полезная модель относится к наземному строительству, а именно к конструкциям сетчатых сводов, и может быть использована для формирования крупногабаритных куполообразных сооружений, например, в местах общественного пользования. Сетчатый свод содержит формирующие поверхность крыши стержневые элементы и несущие раскосы. Стержневые элементы соединены между собой звездообразными узловыми элементами. Нижние концы раскосов установлены посредством Стр.: 1 (56) Список документов, цитированных в отчете о поиске: RU 2308588 C2, 20.10.2007. WO 9812398 A1, 26.03.1998. US 3330201 A, 11.07.1967. проушин на опорных конструкциях. Верхние концы раскосов посредством проушин прикреплены к опорным пластинам, зафиксированным на узловых ...

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Номер записи: 9
24-10-2018 дата публикации

Разнонаправленное соединительное устройство для алюминиевых экструдированных деталей

Номер: RU0000184376U1
Автор: Жуэй-Син ЛИНЬ
Принадлежит: Жуэй-Син ЛИНЬ

Разнонаправленное соединительное устройство для алюминиевых экструдированных деталей содержит стыковочный элемент для изменения направления, имеющий два конца, соответственно образующих первую и вторую стыковочные части, расположенные под углом друг к другу, чтобы проходить в разных направлениях, причем каждая из указанных частей может соединяться с соединительным элементом. Первая алюминиевая экструдированная пластина предназначена для приема одного из соединительных элементов, который проходит через нее, чтобы располагаться в месте, соответствующем первой стыковочной части. Вторая алюминиевая экструдированная пластина предназначена для приема другого из соединительных элементов, который проходит через нее, чтобы располагаться в месте, соответствующем второй стыковочной части. Таким образом, первая и вторая алюминиевые экструдированные пластины соединяются друг с другом под некоторым углом для образования соединительного модуля, характеризующегося наличием некоторого угла. Соединительные элементы могут дополнительно соединяться с двумя предварительно изготовленными алюминиевыми экструдированными деталями для стыковки соответственно с первой и второй алюминиевыми экструдированными пластинами. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 184 376 U1 (51) МПК F16B 1/00 (2006.01) E04B 1/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК F16B 1/00 (2006.01); E04B 1/38 (2006.01) (21)(22) Заявка: 2017139774, 15.11.2017 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): ЛИНЬ, Жуэй-Син (TW) Дата регистрации: 24.10.2018 (56) Список документов, цитированных в отчете о поиске: RU2495285C2, 10.10.2013. RU2258843C1, 20.08.2005. RU100154U1, 10.12.2010. RU134258U1, 10.11.2013. WO2007065520A1, 14.06.2007. US4630550A, 23.12.1986. (45) Опубликовано: 24.10.2018 Бюл. № 30 1 8 4 3 7 6 (54) РАЗНОНАПРАВЛЕННОЕ СОЕДИНИТЕЛЬНОЕ УСТРОЙСТВО ДЛЯ АЛЮМИНИЕВЫХ ЭКСТРУДИРОВАННЫХ ДЕТАЛЕЙ (57) Реферат: Разнонаправленное ...

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Номер записи: 10
04-04-2019 дата публикации

Узел для крепления металлоконструкций к блок-модулям

Номер: RU0000188290U1
Автор: Александра Викторовна Худякова, Олег Владимирович Бажин
Принадлежит: Публичное акционерное общество "Абаканвагонмаш" (ПАО "Абаканвагонмаш")

Полезная модель относится к строительству, в частности к креплению металлических конструкций к блочно-каркасным модулям (БКМ) при сборке зданий. Технический результат предлагаемого решения заключается в снижении трудоемкости монтажных и демонтажных работ, обеспечивая при этом надежное крепление металлоконструкций к блок-модулю. Техническая задача решается за счет того, что предложен узел для крепления металлоконструкций к блок-модулям, включающий каркас, состоящий из сваренных между собой пластин и четырех ребер жесткости треугольной формы, причем одна из пластин расположена перпендикулярно к двум другим пластинам и является опорой для них, кроме того, в каждой пластине выполнены отверстия, в которые установлены резьбовые соединения и крепежные захваты, каждый из которых, в свою очередь, состоит из ручки, приваренной к стержню, с установленными на нем гайкой и крепежной пластиной. Каждый крепежный захват оборудован контргайкой и шайбой. 2 з.п. ф-лы, 4 фиг. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 188 290 U1 (51) МПК E04B 1/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E04B 1/38 (2019.02) (21)(22) Заявка: 2019100652, 10.01.2019 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Публичное акционерное общество "Абаканвагонмаш" (ПАО "Абаканвагонмаш") (RU) Дата регистрации: 04.04.2019 (56) Список документов, цитированных в отчете о поиске: RU 2524074 C2, 27.07.2014. RU (45) Опубликовано: 04.04.2019 Бюл. № 10 (54) Узел для крепления металлоконструкций к блок-модулям (57) Реферат: Полезная модель относится к строительству, жесткости треугольной формы, причем одна из в частности к креплению металлических пластин расположена перпендикулярно к двум конструкций к блочно-каркасным модулям другим пластинам и является опорой для них, (БКМ) при сборке зданий. Технический результат кроме того, в каждой пластине выполнены предлагаемого решения заключается в снижении отверстия, в которые ...

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Номер записи: 11
28-10-2019 дата публикации

Узел соединения ригеля с колонной железобетонного каркаса здания

Номер: RU0000193377U1
Автор: Александр Прокопьевич Канев, Олег Борисович Золотов
Принадлежит: Общество с ограниченной ответственностью "Завод строительных конструкций N1"

Полезная модель относится к наземному строительству, а именно к сборным железобетонным конструкциям зданий гражданского и общественного назначения. Узел соединения ригеля с колонной железобетонного каркаса здания включает соединенные между собой закладные детали консоли колонны и опорной части ригеля, выполненной с подрезкой для размещения консоли колонны. Особенностью предлагаемого узла является выполнение закладной детали опорной части ригеля в виде размещенного в угловой зоне подрезки уголка с анкерными стержнями и поперечными пластинами, соединяющими уголок с арматурным каркасом ригеля. Пластины выполнены со сквозными отверстиями для прохождения бетонной смеси. В верхней части ригель связан с колонной посредством накладной пластины, соединяющей закладную деталь на верхней грани ригеля с закладной деталью колонны. Технический результат заключается в повышении несущей способности опорной части ригеля и надежности работы узла соединения. 3 з.п. ф-лы, 5 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 193 377 U1 (51) МПК E04B 1/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E04B 1/38 (2019.08) (21)(22) Заявка: 2019122306, 16.07.2019 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Общество с ограниченной ответственностью "Завод строительных конструкций N1" (RU) Дата регистрации: 28.10.2019 (56) Список документов, цитированных в отчете о поиске: SU 973744 A1, 15.11.1982. SU 1049630 A1, 23.10.1983. RU 82462 U1, 27.04.2009. RU 155481 U1, 10.10.2015. (45) Опубликовано: 28.10.2019 Бюл. № 31 1 9 3 3 7 7 R U (54) Узел соединения ригеля с колонной железобетонного каркаса здания (57) Реферат: Полезная модель относится к наземному анкерными стержнями и поперечными строительству, а именно к сборным пластинами, соединяющими уголок с арматурным железобетонным конструкциям зданий каркасом ригеля. Пластины выполнены со гражданского и общественного назначения. Узел сквозными отверстиями для ...

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Номер записи: 12
11-11-2019 дата публикации

Многослойная стена монолитного купольного здания

Номер: RU0000193708U1
Автор: Сергей Дмитриевич Лапко
Принадлежит: Сергей Дмитриевич Лапко

Полезная модель относится к строительству и предназначена для сооружения, преимущественно жилых, монолитных купольных зданий. Технический результат заключается в снижении материалоемкости и трудоемкости изготовления стены и достигается за счет того, что многослойная стена монолитного купольного здания с многогранным горизонтальным сечением содержит слои (изнутри – наружу): слой листового отделочного материала, несущий бетонный слой, слой утеплителя и наружный защитно-декоративный бетонный слой, причем слой листового отделочного материала смонтирован к несущему бетонному слою за счет адгезии при затвердевании бетона, нанесенного на листовой отделочный материал при изготовлении стены, при этом несущий и защитно-декоративный монолитные бетонные слои, по нормалям к их поверхностям, сквозь утеплитель, соединены в единую силовую конструкцию связями в виде отрезков композитной арматуры, концы которых замоноличены в обоих бетонных слоях. 6 з.п. ф-лы, 2 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 193 708 U1 (51) МПК E04B 1/32 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E04B 1/32 (2019.08) (21)(22) Заявка: 2019125844, 15.08.2019 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Лапко Сергей Дмитриевич (RU) Дата регистрации: 11.11.2019 Приоритет(ы): (22) Дата подачи заявки: 15.08.2019 (45) Опубликовано: 11.11.2019 Бюл. № 32 1 9 3 7 0 8 R U (54) МНОГОСЛОЙНАЯ СТЕНА МОНОЛИТНОГО КУПОЛЬНОГО ЗДАНИЯ (57) Реферат: Полезная модель относится к строительству слой листового отделочного материала и предназначена для сооружения, смонтирован к несущему бетонному слою за счет преимущественно жилых, монолитных купольных адгезии при затвердевании бетона, нанесенного зданий. Технический результат заключается в на листовой отделочный материал при снижении материалоемкости и трудоемкости изготовлении стены, при этом несущий и защитноизготовления стены и достигается за счет того, декоративный монолитные ...

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Номер записи: 13
24-03-2021 дата публикации

Пластина для стыковочного соединения профилей и профильных труб

Номер: RU0000203154U1
Автор: Петр Сергеевич Москвитин
Принадлежит: Петр Сергеевич Москвитин

Полезная модель относится к зажимным соединениям и может использоваться для соединения профилей и профильных труб при сборке легких строительных конструкций, таких как гаражи, теплицы, навесы, или для сборки оград или заборов. Пластину для стыковочного соединения профилей и профильных труб выполняют с крепежными отверстиями и с выгнутыми ортогональными сообщающимися установочными пазами. Пазы расположены в виде Т-образной фигуры и соединены дугообразными переходными участками. Переходные участки расположены между стенкой паза поперечной части Т-образной фигуры и стенками паза продольной части Т-образной фигуры. Противоположная стенка паза поперечной части Т-образной фигуры выполнена в виде края пластины. Установочные пазы выполнены с расходящимися стенками, которые ориентированы ко дну паза и соединены с дном паза и с прилегающими частями пластины дугообразными участками. Дугообразные участки выполняют с радиусом изгиба, равным как минимум половине толщины пластины. В установочных пазах под самонарезающие винты выполнены отверстия с диаметрами меньше диаметров крепежных отверстий. Отверстия под самонарезающие винты расположены симметрично центральному отверстию на продольной оси дна паза поперечной части Т-образной фигуры и на середине дна паза продольной части Т-образной фигуры. Технический результат - сокращение времени выполнения точного стыковочного соединения профилей и профильных труб. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 203 154 U1 (51) МПК F16B 7/04 (2006.01) E04B 1/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК F16B 7/04 (2021.01); E04B 1/38 (2021.01) (21)(22) Заявка: 2020134261, 19.10.2020 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Москвитин Петр Сергеевич (RU) Дата регистрации: 24.03.2021 Приоритет(ы): (22) Дата подачи заявки: 19.10.2020 (45) Опубликовано: 24.03.2021 Бюл. № 9 2 0 3 1 5 4 R U (54) Пластина для стыковочного соединения профилей и профильных ...

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Номер записи: 14
05-05-2021 дата публикации

Пластина для стыковочного соединения профилей и профильных труб

Номер: RU0000204056U1
Автор: Петр Сергеевич Москвитин
Принадлежит: Петр Сергеевич Москвитин

Полезная модель относится к зажимным соединениям и может использоваться для соединения профилей и профильных труб при сборке легких строительных конструкций, таких как гаражи, теплицы, навесы, или для сборки оград или заборов. Пластину для стыковочного соединения профилей и профильных труб выполняют с крепежными отверстиями и с выгнутыми ортогональными сообщающимися установочными пазами. Пазы расположены в виде Т-образной фигуры и соединены дугообразными переходными участками. Переходные участки расположены между стенкой паза поперечной части Т-образной фигуры и стенками паза продольной части Т-образной фигуры. Противоположная стенка паза поперечной части Т-образной фигуры выполнена в виде края пластины и имеет центральную выемку. Установочные пазы выполнены с расходящимися стенками, которые ориентированы ко дну паза и соединены с дном паза и с прилегающими частями пластины дугообразными участками. Дугообразные участки выполняют с радиусом изгиба, равным как минимум половине толщины пластины. В установочных пазах под самонарезающие винты выполнены отверстия с диаметрами меньше диаметров крепежных отверстий. Отверстия под самонарезающие винты расположены симметрично центральному отверстию на продольной оси дна паза поперечной части Т-образной фигуры и на середине дна паза продольной части Т-образной фигуры. Технический результат - сокращение времени выполнения точного стыковочного соединения профилей и профильных труб. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 204 056 U1 (51) МПК F16B 7/04 (2006.01) E04B 1/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК F16B 7/04 (2021.02); E04B 1/38 (2021.02) (21)(22) Заявка: 2020134259, 25.02.2021 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Москвитин Петр Сергеевич (RU) Дата регистрации: 05.05.2021 Приоритет(ы): (22) Дата подачи заявки: 25.02.2021 (45) Опубликовано: 05.05.2021 Бюл. № 13 2 0 4 0 5 6 R U (54) Пластина для стыковочного ...

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Номер записи: 15
21-05-2021 дата публикации

Пластина для стыковочного соединения профилей и профильных труб

Номер: RU0000204392U1
Автор: Петр Сергеевич Москвитин
Принадлежит: Петр Сергеевич Москвитин

Полезная модель относится к зажимным соединениям и может использоваться для соединения профилей и профильных труб при сборке легких строительных конструкций, таких как гаражи, теплицы, навесы или для сборки оград или заборов. Пластину для стыковочного соединения профилей и профильных труб выполняют с крепежными отверстиями и с выгнутыми ортогональными сообщающимися установочными пазами. Установочные пазы выполнены с расходящимися стенками, которые ориентированы ко дну паза и соединены с дном паза и с прилегающей частью пластины дугообразными пружинящими участками. Дугообразные участки выполняют с радиусом изгиба, равным, как минимум, половине толщины пластины. Стенки ортогональных установочных пазов соединены дугообразными переходными участками. В центре пластины выполнено отверстие под самонарезающий винт, диаметр которого меньше диаметра крепежного отверстия. Технический результат - сокращение времени выполнения точного стыковочного соединения профилей и профильных труб. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 204 392 U1 (51) МПК F16B 7/04 (2006.01) E04B 1/38 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК F16B 7/04 (2021.05); E04B 1/38 (2021.05) (21)(22) Заявка: 2020134229, 19.10.2020 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Москвитин Петр Сергеевич (RU) Дата регистрации: 21.05.2021 Приоритет(ы): (22) Дата подачи заявки: 19.10.2020 (45) Опубликовано: 21.05.2021 Бюл. № 15 2 0 4 3 9 2 R U (54) Пластина для стыковочного соединения профилей и профильных труб (57) Реферат: Полезная модель относится к зажимным паза и с прилегающей частью пластины соединениям и может использоваться для дугообразными пружинящими участками. соединения профилей и профильных труб при Дугообразные участки выполняют с радиусом сборке легких строительных конструкций, таких изгиба, равным, как минимум, половине толщины как гаражи, теплицы, навесы или для сборки пластины. Стенки ортогональных ...

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Номер записи: 16
23-06-2021 дата публикации

Модуль сферический

Номер: RU0000205021U1
Автор: Андрей Владимирович Коротич
Принадлежит: Федеральное государственное бюджетное образовательное учреждение высшего образования "Национальный исследовательский Московский государственный строительный университет" (НИУ МГСУ)

Полезная модель относится к области строительства, а именно к сферическим конструктивным модулям, используемым в качестве сферических купольных покрытий, оболочек резервуаров/газгольдеров, а также полносборных жилых блоков поселений на труднодоступных территориях и в зонах экстремальных природно-климатических условий, в т.ч. сферических жилых отсеков орбитальных космических многомодульных станций.Техническим результатом, обеспечиваемым приведенной совокупностью признаков, является снижение трудоемкости монтажа сферической оболочки путем увеличения количества сторон у составляющих элементов и уменьшения числа стыкующихся в вершинах сферических элементов.Данная задача решается за счет того, что в модуле сферическом, образованном одинаковыми многоугольными элементами сферической поверхности, состыкованными по дугообразным кромкам, элементы выполнены в виде пятиугольных сферических отсеков, дугообразные кромки которых очерчены участками геодезических линий, из которых четыре кромки выполнены попарно одинаковыми; при этом одна из угловых вершин каждого элемента является вершиной стыковки четырех смежных аналогичных элементов, а четыре остальные угловые вершины элемента являются вершинами стыковки трех смежных элементов; причем полную сферическую оболочку модуля составляют двадцать четыре одинаковых пятиугольных элемента. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 205 021 U1 (51) МПК E04B 1/32 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E04B 1/32 (2021.05) (21)(22) Заявка: 2021105941, 09.03.2021 (24) Дата начала отсчета срока действия патента: Дата регистрации: 23.06.2021 Приоритет(ы): (22) Дата подачи заявки: 09.03.2021 (45) Опубликовано: 23.06.2021 Бюл. № 18 2 0 5 0 2 1 R U (54) Модуль сферический (57) Реферат: Полезная модель относится к области строительства, а именно к сферическим конструктивным модулям, используемым в качестве сферических купольных покрытий, оболочек резервуаров/газгольдеров, а также ...

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Номер записи: 17
16-03-2022 дата публикации

Снегозадерживающий щит

Номер: RU0000209505U1
Автор: Алексей Сергеевич Климов, Кирилл Юрьевич Литвинцев, Руслан Аглямович Шарафутдинов, Сергей Петрович Амельчугов, Юрий Николаевич Захаринский
Принадлежит: Муниципальное казенное учреждение "Управление по содержанию и строительству автомобильных дорог г. Норильска"

Полезная модель относится к снегозащитным устройствам и может быть использована для защиты автомобильных и железных дорог, а также других объектов от снежных заносов. Технический результат заключается в создании устойчивой быстровозводимой и эффективно работающей конструкции снегозадерживающего щита из элементов полной заводской готовности при снижении трудоемкости монтажа. Для достижения технического результата предложен снегозадерживающий щит, содержащий стойки, закрепленные на горизонтально расположенном опорном элементе, и обрешетку с разреженными деревянными досками, закрепленную на стойках. Новым является то, что опорный элемент выполнен в виде железобетонной плиты (1) с закладными деталями (2), с помощью которых стойки (3) установлены и закреплены на плите посредством сварных соединений. При этом стойки (3) выполнены из металлического таврового профиля Т-образного поперечного сечения, полка которого ориентирована вдоль плиты. На полках профиля каждой стойки (3) по высоте закреплены с помощью болтовых соединений (6) тремя параллельными плите (1) рядами металлические уголковые профили (4), образующие продольные элементы обрешетки, причем в местах их закрепления выполнены вырезы верхних полок с образованием пазов, соответствующих ширине полки таврового профиля стойки (3). На продольные элементы (4) обрешетки с помощью болтовых соединений (7) вертикально закреплены деревянные доски (5) обрешетки с образованием просвета над плитой. Кроме того, снегозадерживающий щит снабжен барьером, предназначенным для обеспечения устойчивости конструкции, который выполнен с подветренной стороны и образован стальным тросом (8), протянутым через отверстия (9), выполненные в верхней вертикальной части профиля стоек (3), вдоль всей длины пролета щита, а концы троса закреплены к оголовку винтовой сваи (10), монтируемой в многолетнемерзлом грунте со стороны направления движения ветра вблизи центральной части железобетонной плиты (1). Предпочтительным является выполнение обрешетки с ...

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Номер записи: 18
01-03-2012 дата публикации

Mounting bracket for a window

Номер: US20120049022A1
Автор: Sean Coyle
Принадлежит: Individual

A mounting bracket ( 1, 41, 91, 121 ) for a roof window has a frame mountable member ( 2, 2 a, 93, 123 ), a roof mountable member ( 3, 3 a, 94, 124 ) and a hinge arrangement ( 22, 34, 95, 125 ) for mechanically coupling the roof mountable member ( 3, 3 a, 94, 124 ) and the frame mountable member ( 2, 2 a, 93, 123 ) together so that the roof mountable member ( 3, 3 a , 94, 124 ) is movable between an out of use storage position and an in use mounting position. The location of the pivotal point of the hinge arrangement ( 22, 34, 95, 125 ) is movable.

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Номер записи: 19
15-03-2012 дата публикации

Foldable roof for foldable habitation and method of handling and stacking foldable habitations

Номер: US20120060430A1
Автор: Daniel Laprise, Mathieu Fortin
Принадлежит: Habitaflex Concept Inc

The foldable habitation has a foldable roof with a central section which can be folded into a generally flat configuration for transportation and storage, and which can be automatically deployed into a chevron shape upon deploying lateral sections of the roof. A novel method of handling a foldable habitation is also disclosed.

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Номер записи: 20
05-04-2012 дата публикации

Method And Apparatus For Constructing Concrete Formwork

Номер: US20120079787A1
Автор: Domenico Scarinci
Принадлежит: Individual

A device for use with formwork in concrete construction. The device comprising: a body having a bore for defining a first aperture; one or more sidewalls coupled to the body, the sidewalls extending upwardly outwardly with respect to the body; wherein, when the body is releasably coupled to the formwork, the bore is adapted to receive a formwork coupling element. The device can be incorporated into concrete structures within building.

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Номер записи: 21
26-04-2012 дата публикации

Automated construction system

Номер: US20120096702A1
Автор: Alan Kingsley, Larry Bertelsen, Peter Miller, Richard Alan Roen
Принадлежит: Individual

An automated construction system is described. Embodiments of the automated construction system comprise an inner work station having at least one working level, and an outer work station having at least one working level, with industrial robots disposed on the outer or inner work station. The outer work station typically surrounds the inner work station, with a shaft disposed between the two work stations. A lift or hoist is provided for raising and lowering a work piece in the shaft. Embodiments of the present invention further comprise a carousel adapted to forming work piece sections from metal plate.

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Номер записи: 22
14-06-2012 дата публикации

Lattice supporting framework

Номер: US20120144771A1
Автор: Doron Livnat, Kamal Daas
Принадлежит: Prodelta Investments BV

A lattice support structure has lattice bars pivotally connected to one another and extending in the longitudinal direction of the lattice support structure as well as lattice bars connecting them, with the connecting lattice bars being connected directly or indirectly to the lattice bars extending in the longitudinal direction such that the spacing of the lattice bars extending in the longitudinal direction of the lattice support structure can be decreased on the inward folding of the lattice support structure and increased on the folding apart of the lattice support structure.

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Номер записи: 23
28-06-2012 дата публикации

Spin hardware for structural frame members

Номер: US20120159870A1
Автор: Timothy Pulver
Принадлежит: Individual

Disclosed are various embodiments of multi-component spin hardware for connecting structural framing members to other structural framing members while allowing desired portions of the framing members to pivot, selectively displacing the framing members to variable positions. The spin hardware generally includes a top bracket, a bottom bracket, and a counter bracket assembly. The spin hardware bracket assemblies can be installed along a vertical axis to provide maximum flexibility and creativity while pivoting structural framing members in any number of configurations.

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Номер записи: 24
30-08-2012 дата публикации

Auto-centering structural bearing

Номер: US20120219242A1
Автор: Randy STOIK, Van Hy NGUYEN
Принадлежит: DRECO ENERGY SERVICES ULC

An auto-centering structural bearing transfers vertical loads to a supporting structure while preventing transfer of lateral loads. In one embodiment, the structural bearing includes: parallel lower, middle, and upper bearing plates; a lower roller bed sandwiched between the lower and middle bearing plates and laterally displaceable in a first direction; an upper roller bed sandwiched between the middle and upper bearing plates and laterally displaceable in a second direction; lower centering means including springs compressible by lateral displacement of the middle bearing plate and the lower roller bed in the first direction; and upper centering means comprising springs compressible by lateral displacement of the upper bearing plate and the upper roller bed in the second direction. Upon removal of loads causing such lateral displacements, the springs will rebound to their unstressed states, thereby returning the displaced bearing plates and roller beds to their centered positions.

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Номер записи: 25
04-10-2012 дата публикации

Modular building panels, method of assembly of building panels and method of making building panels

Номер: US20120247043A1
Автор: Frank McDonald, Susan Novy McDonald
Принадлежит: Individual

A modular construction system is made of a plurality of panels having peripheral frame elements defining a top channel, a bottom channel and side channels. An exterior planar sheet and an interior planar sheet enclose an inner core region that is filled with an adhesive bonding material that attaches the components together.

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Номер записи: 26
18-10-2012 дата публикации

Sea-land shipping comtainer slideout conversion system

Номер: US20120261407A1
Автор: Lucas Griffin, Mariusz Kaluski, Steven Cross
Принадлежит: CONTAINER INNOVATIONS INDUSTRIES Inc

A sea-land shipping container slideout conversion system, where the slideout unit generally has a floor, three walls and a roof. The slideout is mounted on a pair of vertically parallel slidable elevation members, which are slidably attached to two parallel horizontal sliding rails. The side of the container is cut out for the slideout and a ridged steel frame is welded into the cut-out. The slide rails slide in four spaced-apart roller box units that are mounted under the container between the container floor joists. The slideout unit is balanced and raised on the elevation members and slid inside of the container on the slidable rails. A plurality of seals are added to the slideout unit to seal the slideout unit to the container, both when the slideout unit is retracted and extended. When slid out of the container and lowered the slideout is locked in place outside of the container, so the floor of the slideout unit is level with the floor of the container and effectively sealed with the container.

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Номер записи: 27
22-11-2012 дата публикации

Moveable building structure

Номер: US20120291363A1
Автор: Kent H. Forsland, Mike Peters
Принадлежит: Individual

A movable building structure is configured to selectively enclose an area. The structure includes at least one side wall and an end wall attached thereto. The side wall comprises a number of individual panels that are independently movable along a track secured to the ground. The panels are selectively collapsible such that they may travel along the track and overlap one another when in a collapsed or stowed position. The structure may be configured in any number of intermediate positions wherein the panels are partially collapsed. Roof panels may be attached to the side walls for movement therewith, or alternatively, the roof panels may operate independent of the side walls to extend and retract between an open and collapsed configuration.

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Номер записи: 28
22-11-2012 дата публикации

Reticulated stereo building block for construction of buildings and its procedure

Номер: US20120291365A1
Автор: Osvaldo Nestor Rodriguez
Принадлежит: BEUCHAT BARROS AND PFENNIGER

The invention relates to the construction of buildings, especially a reticulated stereo modular element that, combined with other identical elements, enables the construction of quadrangular enclosures suitable for the construction of rooms.

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Номер записи: 29
29-11-2012 дата публикации

Systems and methods for constructing temporary, re-locatable structures

Номер: US20120297700A1
Автор: James G. Quinn
Принадлежит: Individual

A system and method for constructing a temporary structure is disclosed. The system comprises a plurality of wall panels, a plurality of roof panels, a plurality of floor panels, at least one door panel, and each wall panel, roof panel, floor panel, and door panel comprising at least one edge coupled to a first track and at least one edge coupled to a second track. The first track has a first surface with an indentation and a flat second surface. The second track has an angled hemmed tab extending therefrom that is adapted to mate with the indentation of the first track and a straight hemmed tab extending therefrom that is adapted to abut the flat second surface of the first track.

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Номер записи: 30
06-12-2012 дата публикации

Drilling rig system with self-elevating drill floor

Номер: US20120304553A1
Автор: Donald Leonard BURLET, Kameron Wayne Konduc
Принадлежит: National Oilwell Varco LP

A transportable drilling rig having a self-elevating drill floor includes a base structure comprising multiple base towers that can be transported to a wellsite and positioned around an intended wellbore location. A horizontal base frame is installed between lower regions of the towers to form a stable rig base structure, and a drill floor can then be constructed over the base frame and between the base towers. A suitable rig mast can then be erected on the drill floor. Floor-lifting cables are anchored to upper regions of the base towers and disposable around corresponding sheave assemblies associated with the drill floor. The free ends of the floor-lifting cables can be engaged by the traveling block in the rig mast, whereupon the rig's drawworks can be actuated to elevate the drill floor and mast as required and then locked to the base towers.

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Номер записи: 31
31-01-2013 дата публикации

Methods of Constructing Buildings using steel containers

Номер: US20130025214A1
Автор: Gottfried Balfantz, III
Принадлежит: Individual

A building is provided, comprising at least two shipping containers, said containers comprising a top wall, a bottom wall, and two opposed side walls, said containers being mounted to a foundation in a spaced-apart, parallel manner, wherein portions of the adjacent inner side walls of said containers are removed, and further wherein a roof is attached to the top walls of said containers.

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Номер записи: 32
21-03-2013 дата публикации

Fire protection for buildings

Номер: US20130067856A1
Автор: David Woolstencroft
Принадлежит: Individual

A heat and fire protection system and methods of protecting structural elements and assemblies from heat and fire. When a steel structure is erected vertical columns of the structure typically comprise I-sections. In order to provide fire protection for the I-sections and so improve the resistance to fire of the steel structure a column protection system has been developed. The column protection system includes column protection elements which are placed around an I-section. The column protection elements are secured to the I-section. Horizontal beams can also be protected by the column protection system.

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Номер записи: 33
28-03-2013 дата публикации

BUILDING SYSTEM AND METHOD

Номер: US20130074424A1
Автор: Cain David, Trascher Kenneth G.
Принадлежит:

A system and method for construction of a building from components, supplies and tools which are transported to the desired building site in a shipping container. The building components loaded and transported in the shipping container include preassembled wall panels, ceiling panels, roof trusses, roof panels, roof cladding sheets and wall cladding sheets. Each preassembled component is sized so that no measuring or cutting of same is required during construction at the building site, and each component may be manually carried without the need for using a lifting device. 1. A system for the shipment of building components to a desired building site , and the erection of a building at that site , the system comprising:a. a shipping container housing all the components of the system during transit to the building site;b. preassembled side, front and rear wall panels for use in constructing side, front and rear walls for the building, said wall panels configured to be fastened together along their adjoining edges when erected at the building site, wherein each wall panel has an inner and an outer surface, and wherein each wall panel when erected at the building site is configured to be supported by a suitable foundation;c. preassembled ceiling panels for use in constructing a ceiling for the building, wherein each ceiling panel has an inner and an outer surface, and wherein each ceiling panel when erected at the building site is configured to span the distance between, and be supported by, the side walls of the building;d. preassembled roof trusses configured to rest upon and be supported by the ceiling panels, said roof trusses when erected at the building site configured to extend the distance between the side walls of the building;e. preassembled roof panels which, when erected at the building site, are configured to rest upon and be supported by roof trusses;f. precut sheets of roof cladding which, when erected at the building site, are configured to be attached ...

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Номер записи: 34
28-03-2013 дата публикации

GEOMETRIC CONNECTING ASSEMBLY AND METHOD FOR BRACED FRAME CONNECTIONS

Номер: US20130074440A1
Автор: Aiken Ian David, Andreason Daniel Merle, Black Cameron John, Yazawa Junichi
Принадлежит:

The present invention is directed towards improved apparatuses and methods for connecting a structural bracing system having a first geometry to a structure or structural component having a second geometry. 1. A method for connecting a structural brace to a building frame comprising the steps of:providing a brace having an end comprising a geometric mating surface;providing a connector comprising a first end comprising a mating component, said mating component having a geometric shape that is substantially complementary to the geometric mating surface of the brace end such that the geometric mating surface of the brace end is insertable and receivable into the substantially complementary geometric shape of the connector mating component, and a second end pre-selected and dimensioned to engage a frame;providing a frame support connected to the frame, said frame support comprising a surface dimensioned to engage the second end of the connector;attaching the connector to the frame support; andattaching the brace to the connector.2. The method of claim 1 , wherein the connector comprises a plurality of components.3. The method of claim 1 , wherein the geometric shape of the connector mating component is selected from the group consisting of: curved claim 1 , linear claim 1 , box-shaped claim 1 , cruciform-shaped claim 1 , I-shaped claim 1 , x- or star-shaped claim 1 , intersecting diagonals claim 1 , and “arrow-shaped” claim 1 , continuous or interrupted geometries claim 1 , and combinations thereof.4. The method of claim 1 , wherein the geometric shape of the connector mating component is configured to receive a substantially cruciform shape.5. The method of claim 1 , wherein the brace is made from a material selected from the group consisting of: steel claim 1 , steel alloys claim 1 , aluminum claim 1 , aluminum alloys claim 1 , and combinations thereof.6. The method of claim 1 , wherein the connector is made from a material selected from the group consisting of: ASTM ...

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Номер записи: 35
04-04-2013 дата публикации

METHOD FOR DEVELOPING LAND

Номер: US20130081354A1
Автор: Hoshino Akihiro
Принадлежит: STATICE CO., LTD.

Provided is a method for developing land through the workings of nature. An island () is covered with a sealing dome () larger than an aboveground part () of the island such that a space (s) is created between the island () and the sealing dome () and a lower edge () of the sealing dome () is located in the sea, i.e., below the sea level (). Subsequently, with a gap (s) between the lower edge () of the sealing dome () and a sea bottom (), a pile () secured to the lower edge () of the sealing dome () with a bolt (not shown) is driven into the sea bottom () to secure the sealing dome (). Then, a pump () provided in the sealing dome () is actuated to reduce the air pressure of the sealing dome (). According to the Pascal's law, this causes the seawater to be drawn into the sealing dome (), allowing the sea level () inside the sealing dome () to rise above the aboveground part () of the island (). With the island () left under this condition, coral () will naturally grow thereon. 1. A method for developing land , comprising:covering an island with a sealing dome larger than an aboveground portion of the island such that a space is created between the island and the sealing dome and such that a lower edge of the sealing dome is in the sea;securing the sealing dome, while leaving a gap between the lower edge of the sealing dome and a sea bottom; andreducing the air pressure inside the sealing dome such that a sea level inside the sealing dome rises above the island to allow coral to naturally grow on the island, thereby developing land.2. The method for developing land according to claim 1 , wherein the sealing dome has an arc-shaped cross section.3. A method for developing land claim 1 , comprising:covering an underwater rock with a sealing dome larger than a portion of the underwater rock that becomes an aboveground portion such that a space is created between the underwater rock and the sealing dome and such that a lower edge of the sealing dome is located in the sea; ...

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Номер записи: 36
25-04-2013 дата публикации

Square shaped lightweight steel component with reinforced members

Номер: US20130097961A1
Автор: Ying Chun Hsieh
Принадлежит: Individual

A square shaped lightweight steel component with reinforced members includes a main body structure ( 1 ) and reinforced members ( 2 ). The main body structure ( 1 ) is a square steel tube integrally molded by a steel plate with certain thickness. One side of the square steel tube is provided with an opening. Angular curled edges ( 5 ) are respectively set on two sides of the opening. The reinforced members ( 2 ) are fixedly connected with the side of the main body structure ( 1 ) having the opening and installed with an interval therebetween.

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Номер записи: 37
02-05-2013 дата публикации

MOVEMENT-COMPENSATING PLATE ANCHOR

Номер: US20130104483A1
Автор: Hensley Lester, Witherspoon William
Принадлежит: EMSEAL JOINT SYSTEMS LTD.

A system configured to anchor a cover plate over an interface formed between substantially coplanar substrates includes a sleeve capable of being anchored in a first substrate; a spring located in the sleeve; a post located in communication with the spring; and a fastener secured onto the post. A head of the post is located in the sleeve, and an end of the post opposite the head of the post extends out of the sleeve to receive the fastener. The fastener is secured onto the post over the cover plate located on the first substrate such that the cover plate extends over the interface formed between the first and second substrates when they are positioned to be substantially coplanar. 1. A system configured to anchor a cover plate over an interface formed between substantially coplanar substrates , the system comprising:a sleeve anchorable in a first substrate;a spring located in the sleeve;a post located in communication with the spring, a head of the post being located in the sleeve, and an end of the post opposite the head extending out of the sleeve; anda fastener secured onto a portion of the bolt extending out of the sleeve;wherein the fastener is secured onto the post over the cover plate located on the first substrate, the cover plate extending over the interface formed between the first substrate and a second substrate positioned substantially coplanar to the first substrate.2. The system of claim 1 , further comprising a securing mechanism configured to anchor the sleeve in the first substrate.3. A covering system configured to cover a gap between two substantially coplanar substrates claim 1 , the covering system comprising:a cover plate locatable over a gap defined between a first substrate and a second substrate substantially coplanar with the first substrate; and a sleeve located in the first substrate;', 'a spring located in the sleeve;', 'a post located in communication with the spring, a head of the post being located in the sleeve, and an end of the ...

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Номер записи: 38
16-05-2013 дата публикации

CELL FRONT PANEL SYSTEM

Номер: US20130118096A1
Автор: JR. William Vollis, Lack
Принадлежит:

I disclose a design and method for constructing and installing a cell front panel system that simplifies the design, construction and installation of secure jail, prison, containment or detainment cell fronts. This design and method allows for construction and installation of cell fronts to occur at any time during a facility construction, using only small hand tools and non-specialized workers. 1. A cell front comprising:a. a panel;b. a wall plate; andc. a means for affixing said panel to said wall plate.2. The cell front of further comprising a door.3. The cell front of further comprising a closure plate.4. The cell front of wherein said means is selected from the group consisting of bolt claim 1 , screw claim 1 , and rivet.5. The cell front of wherein said panel has pre-drilled holes.6. The cell front of wherein said wall plate has pre-drilled holes.7. The cell front of wherein said panel has a finished surface.8. The cell front of wherein said wall plate has a finished surface.9. The cell front of wherein said door has a finished surface.10. The cell front of wherein said closure plate has a finished surface.11. The cell front of wherein said panel is of a size capable of fitting through the opening of a standard door frame.12. The cell front of wherein access to said means is prevented from within the cell.13. A method for constructing and installing a cell front comprising:a. anchoring a wall plate to a wall; andb. affixing a panel to said wall plate using a fastener selected from the group consisting of bolt, screw, and rivet.14. The method of further comprising affixing a door to said panel using a fastener selected from the group consisting of bolt claim 13 , screw claim 13 , and rivet.15. The method of further comprising affixing a closure plate to said panel using a fastener selected from the group consisting of bolt claim 13 , screw claim 13 , and rivet.16. The method of wherein said fastener is placed in a location that cannot be accessed from within ...

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Номер записи: 39
30-05-2013 дата публикации

Solar Panel Attachment System

Номер: US20130133270A1
Автор: David Molina, John R. West, Tyrus Hudson
Принадлежит: Zep Solar LLC

A method, system and apparatus are disclosed regarding an attachment system for solar equipment, sometimes referred to as a flashing device allowing quick and easy assembling of the solar equipment into an array or other combination in a sturdy and durable manner. In examples of the present technology, a flashing device may include a flashing plate which may contain one or more raised features to further direct and control the flow of liquid over the flashing plate. The flashing device may also contain a fluid restrictor such as a seal or part of a seal usually held within an aperture of a block having a skyward facing essentially or substantially flat surface. One or more various items of solar equipment may be attached to the essentially flat surface of the block. Also disclosed are adjustable mounting feet which may be installed in connection with other solar equipment.

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Номер записи: 40
30-05-2013 дата публикации

RELIEF INFRASTRUCTURE AND SUPPORTING SYSTEMS

Номер: US20130133271A1
Автор: Niedzwiecki Alan
Принадлежит:

A stackable mobile platform vehicle with a body with attached tires and wheels. The vehicle body and operation components such as, computer controls, LCD screens, GPS, radio, fuel tank, engine, motor, generator and battery are removable. Motor and generator can be used together to generate electricity to supply power to lighting, communications equipment, water, water pumps, water filter and other equipment. The vehicle body or fame can be used to form buildings, walls, enclosures and the like. 1. A mobile infrastructure platform comprising:a cage body frame with at least four detachable tires and wheels;at least one removable fuel tank;at least one removable battery;at least one removable electrical generator;at least one removable electrical motor;at least one transaxle coupled to the at least one electrical motor;at least one internal combustion engine removably mounted in said cage body coupled to said electrical generator whereby electricity may be generated;at least one removable coupling between said electrical generator an said removable internal combustion;said transaxle coupled to at least one of said wheels; and,a removable deck on top on said cage body.2. A configurable infrastructure platform comprising a ground structure formed of two or more cage body frames attached to each other forming a larger structure.3. The configurable infrastructure platform of further comprising at least one additional cage body frame connected to and expanding said larger structure.4. The configurable infrastructure platform of or further comprising a soft top affixed to said larger structure forming a top cover or enclosure.5. A method of providing an electrical supply infrastructure the method comprising:driving a mobile platform vehicle with a body, fuel tanks, and electrical and, other motive components to a site;forming a power generation system by removing at least an internal combustion engine, a coupling to an electrical generator and an electrical generator from ...

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Номер записи: 41
30-05-2013 дата публикации

ALUMINUM ACCOMMODATIONS MODULE AND METHOD OF CONSTRUCTING SAME

Номер: US20130133272A1
Автор: Desormeaux Thomas F., Stakes George Shea
Принадлежит: LIVING QUARTER TECHNOLOGY, INC.

A modular building and a method of constructing a United States Coast Guard certified modular building for utilization on USCG approved vessels, out of aluminum and special Firemaster Marine Blanketing material. Under the method of the present invention, the walls are constructed as to not be connected, allow the fire insulation blanketing to be a prime barrier to potential fire hazards. Due to several reasons aluminum can be a better material than steel to utilize for the purpose of marine accommoda tions. Aluminum is considerably lighter, due to the crane capacities on offshore floating platforms and boats, the lighter the building the safer it is to lift. 1. An accommodations module , comprising:a. an interior structure constructed of lightweight metal, such as aluminum, for housing workers;b. an exterior structure constructed of lightweight metal, such as aluminum, for surrounding the entire interior structure;c. a space provided between walls of the interior structure and walls of the exterior structure, so that there is no contact between the two structures;d. an insulation material enveloping the interior structure and occupying some of the space between the two structures;e. the insulation and space between the structures defining a means to reduce or eliminate the transfer of heat from a fire or force from a blast occurring outside of the exterior structure to be transferred into the interior structure.2. The module in claim 1 , wherein the insulation comprises 2″ (5 cm) thick Firemaster Marine Blanket claim 1 , Calcium Magnesium-Silicate Fiber Insulation with at least an A-60 fire rating.3. The module in claim 1 , wherein the module sizes range preferably from a 12′×20″×10′-6″ (3.7 m×6.0 m×3.2 m) claim 1 , to 16′×70″×10′-6″ (4.9 m×21 m×3.2 m).4. The module in claim 1 , wherein the walls are constructed as to not be connected claim 1 , and allow the fire insulation blanketing to be a prime barrier to potential fire hazards.5. The module in claim 1 , wherein ...

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Номер записи: 42
30-05-2013 дата публикации

Foldable Building Units

Номер: US20130133273A1
Автор: Eason Steven, Kassabian Paul, Michaud Dennis, Morton Everett, Rothwell Elizabeth
Принадлежит:

Foldable building units are provided based on structural frame and connection assembly designs that enable greater construction efficiency and flexibility. The structural frame and connection assembly designs allow for easier connection of frame elements in the prefabrication process of the foldable building units and for easier connection of frame elements at the building site, for example, of foldably connected frame elements after unfolding. They also allow for more finish in the pre-fabrication process, and/or less and faster work at the building site, for example, by enabling conventional structural lumber grids that can be continuous through the edges and corners of the building envelope for conventional exterior finishing, while providing a tight building envelope with reduced heat transfer, particularly, through the edges of the foldable building unit. 1. A foldable building unit , comprising(a) a first frame element having a first structural load carrying member that is a hollow structural metal section, a metal C-channel, a metal I-beam, a metal T-beam, a metal angle beam, or a metal wide-flange beam;(b) a second frame element having a second structural load carrying member that is a hollow structural metal section, a metal C-channel, a metal I-beam, a metal T-beam, or a metal wide-flange beam; provided that the first structural load carrying member and the second structural load carrying member are not both hollow structural metal sections; and (i) the first structural load carrying member and the second structural load carrying member are lengthwise connected to form a fixed connection between the first frame element and the second frame element, or (ii) the first structural load carrying member and the second structural load carrying member are lengthwise foldably connected to allow folding of the first frame element and the second frame element relative to each other.2. The foldable building unit of claim 1 , wherein the first structural load carrying ...

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Номер записи: 43
06-06-2013 дата публикации

ATTACHMENT OF WALL ELEMENTS

Номер: US20130139461A1
Автор: Bengtsson Staffan, Herbertsson Ronny
Принадлежит: Troax AB

In a device for attachment of a surface shaped wall element between two upright poles which have two positions for the wall element, an unstable readiness position and a locked position, at least one encircling mounting is provided on each pole for support of the wall element. 1. A device for attachment of a wall element between two upright , supporting poles , wherein the wall element is arrangeable in an unstable readiness position , from where it is brought into an locked position , the device comprising at least one encircling mounting is provided on each pole for support of the wall element.2. The device according to claim 1 , wherein at least one upper and one lower mounting are provided on each pole.3. The device according to claim 2 , wherein the lower mounting has means for interaction with the wall element to arrange this in the readiness position.4. The device according to claim 3 , wherein lower mounting claim 3 , has a slit open towards an edge part claim 3 , for uptake of an protrusion in the form of an pin on the wall element.5. The device according to claim 3 , wherein the lower mounting has a protrusion claim 3 , which is receivable in an open slit on the wall element.6. The device according to claim 5 , wherein the slit is curved claim 5 , such that unintentional release of the protrusion is prevented.7. The device according to claim 4 , wherein the slit is curved claim 4 , such that unintentional release of the protrusion is prevented.8. The device according to claim 2 , wherein the upper mounting comprises recesses to receive a lock device provided on the wall element or vice versa.9. The device according to claim 2 , wherein the upper mounting comprises spring loaded parts of an lock device for interaction with parts of the lock device arranged on the wall element.10. The device according to claim 9 , wherein the lock device is releasable from a locked position only through influence from an influencing means provided on the lock device.11. The ...

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Номер записи: 44
06-06-2013 дата публикации

Portable Shelters, Related Shelter Systems, and Methods of Their Deployment

Номер: US20130139862A1
Автор: Michael D. McDaniel, Jr.
Принадлежит: Individual

Portable shelters, shelter systems, and methods of deployment of such shelters are described. The shelters or housing units may be deployed in emergency housing situations and may be grouped into systems of shelters. One particular embodiment comprises a rigid top frame structure, a rigid bottom frame structure, and one or more collapsible support arms connecting the top frame structure to the bottom frame structure. The frame structures and the collapsible support arm(s) are sized and configured to form a shelter frame when the collapsible support arm(s) are in a fully extended position, and the top frame structure is brought into proximity with the bottom frame structure when the collapsible support arm(s) are in a collapsed position. Methods of rapid deployment of the shelters and systems of shelters are also described.

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Номер записи: 45
20-06-2013 дата публикации

Non-Bearing Modular Construction System

Номер: US20130152485A1
Автор: Austin Douglas, Jencks William
Принадлежит:

Methods and apparatus facilitate the construction of a building using prefabricated building units, each having a horizontal upper exterior surface and a plurality of vertical wall surfaces, wherein at least some of the prefabricated building units have at least one hollow column formwork structure. The prefabricated building units are lowered onto a pre-existing base at a construction site. A first story of the building is created by arranging a plurality of the prefabricated building units adjacent to each other on the base. Structural bearing material is applied to fill the hollow column formwork structures to create structural columns connected to the structural deck. Structural bearing material is applied to the horizontal upper exterior surfaces of the adjacent prefabricated building units to create a single structural deck over the prefabricated building units. 1. A building comprising:a plurality of prefabricated building units, each having a horizontal upper surface, and a plurality of vertical wall surfaces, wherein some of the prefabricated building units include a plurality of vertically disposed formwork structures;a structural deck composed of structural bearing material disposed on said horizontal upper exterior surface and using said horizontal upper exterior surface as permanent formwork; anda plurality of vertically disposed structural elements each formed within one of said vertically disposed formwork structures.2. The building of wherein a second set of one or more prefabricated building units are stacked on top of a first set of one or more prefabricated modular building units to form a second level of the building claim 1 , such that said structural deck is disposed between the first and second sets of prefabricated building units claim 1 , and the weight of the structural deck and structures above are substantially supported by the vertically disposed structural elements.3. The building of wherein the vertically disposed formwork structures ...

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Номер записи: 46
20-06-2013 дата публикации

Wall cell with structural connections and cambered edges

Номер: US20130152502A1
Автор: Duran Lee Blocker
Принадлежит: Individual

My invention, a manufactured frame, is peripheral devise containing a solid filler that bolts and bonds in groups to form walls, roofs and floors and may be called Wall Cells. It is a moderate sized manufactured devise (ideally 4′×4′) that is grouped with other identical or modified Wall Cells by minimal connection points, to form a housing The wall cells can be exchanged, add or removed easily to re-configure the structure or cosmetics of any wall.

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Номер записи: 47
27-06-2013 дата публикации

Methods of Constructing Buildings Using Steel Containers

Номер: US20130160379A1
Автор: Balfantz, III Gottfried
Принадлежит:

A building is provided, comprising at least two shipping containers, said containers comprising a top wall, a bottom wall, and two opposed side walls, said containers being mounted to a foundation in a spaced-apart, parallel manner, wherein portions of the adjacent inner side walls of said containers are removed, and further wherein a roof is attached to the top walls of said containers. 1. A building , comprising:at least two shipping containers, said containers comprising a top wall, a bottom wall, and two opposed side walls, said containers being mounted to a foundation in a spaced-apart, parallel manner,wherein portions of the adjacent inner side walls of said containers are removed, andfurther wherein a roof is attached to the top walls of said containers.2. The building of claim 1 , wherein substantially all of the adjacent inner side walls are removed.3. The building of claim 1 , wherein the foundation is reinforced concrete slabs.4. The building of claim 1 , wherein the foundation is a raised platform.5. The building of claim 1 , further comprising at least one additional container claim 1 , said additional container being stacked perpendicularly on the top walls of the at least two shipping containers.6. The building of claim 1 , further comprising at least on additional container claim 1 , said additional container being stacked parallel on the top wall of one of the shipping containers.7. A method of constructing a building claim 1 , comprising:providing at least two shipping containers, said containers comprising a top wall, a bottom wall, and two opposed side walls,mounting said at least two containers to a foundation in a spaced-apart, parallel manner,removing portions of the adjacent inner side walls of said containers, andattaching a roof to the top walls of said containers.8. The method of claim 7 , wherein substantially all of the adjacent inner side walls are removed.9. The method of claim 7 , further comprising the step of stacking at least one ...

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Номер записи: 48
04-07-2013 дата публикации

Transportable Immersive Motion Picture Display Structures

Номер: US20130167452A1
Автор: Bonnick Brian J., Jacques G. Eric, Kucera Paul, Tremblay Denis G.
Принадлежит:

A transportable large capacity theatre includes a primary theatre body with laterally spaced apart first and second long sides, opposing first and second ends attached to the long sides, and a roof over the long sides and ends, the body defining an enclosed interior chamber. The roof, the long sides and the ends may be defined by a plurality of laterally extending inflated tubes, and the long sides of the primary theatre body may have a substantially vertical orientation relative to a surface on which theatre may be supported for at least a major portion of the height of the respective long sides. The theatre further includes a seating section, a display screen positioned in the interior of the primary theatre body and viewable by a viewer seated in the seating section, and a projection system in the interior of the primary theatre body and in communication with the screen. 133-. (canceled)34. A transportable theatre system comprising;an exterior shell comprising a flexible material that defines a first inner volume within the exterior shell; andan inner shell comprising a second material within the exterior shell that defines a second inner volume within the inner shell, wherein the second inner volume is enclosed by the first inner volume;wherein the second inner volume is configured to provide an immersive cinematic experience to a patron seated within the second inner volume.35. The transportable theatre system of claim 34 , wherein the inner shell is mechanically supported independent of the exterior shell.36. The transportable theatre system of claim 34 , wherein a volume of space between the exterior shell and the inner shell houses audiovisual systems that provide the immersive cinematic experience within the second inner volume.37. The transportable theatre system of claim 34 , further comprising:a seating section within the second inner volume; anda viewing screen within the second inner volume and configured to display a visual image to a patron seated in ...

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Номер записи: 49
18-07-2013 дата публикации

CONTAINER-TYPE SYSTEM BOOTH FOR AN INDOOR/OUTDOOR EXHIBITION OR EVENT

Номер: US20130180182A1
Автор: Yoo Seung Hyeup
Принадлежит:

The present invention relates to a container-type system booth for an indoor/outdoor exhibition or event. According to the container-type system booth of the present invention, facilities used for exhibitions or various events are installed in an event module consisting of a single unit. Then, the event module unit may be installed at a desired place to reduce installation costs and time in installing facilities, and simplify the installation work processes. The event module consisting of a single unit may be produced in the form of various system booths such as a stage system booth, a radial system booth, a blooming system booth, a cubic system booth, a stack system booth, a parallel system booth, and a pinwheel system booth as the exhibition or event progresses. Thus, various stages for exhibitions or events may be optimally created. 111. A container-type system booth for holding an indoor/outdoor exhibition or event , the container-type system booth comprising a unit event module ,{'b': '11', 'wherein the unit event module comprises{'b': 21', '12, 'a tetragonal top frame having four sides provided above four module supports ;'}{'b': 41', '12, 'a tetragonal bottom frame having four sides provided below the four module supports ;'}{'b': 22', '21, 'a top panel installed toward the inside of the tetragonal top frame and covering a rooftop;'}{'b': 23', '21', '22, 'top strengthening pipes connected to the tetragonal top frame having the four sides and supporting a bottom of the top panel ;'}{'b': 42', '41, 'a bottom panel installed toward the inside the tetragonal bottom frame and forming a bottom surface;'}{'b': 43', '41', '42, 'bottom strengthening pipes connected to the tetragonal bottom frame having the four sides and supporting the bottom panel ;'}{'b': 44', '43, 'transportation pipes located between the bottom strengthening pipes and extended frontward and backward; and,'}{'b': 12', '21', '41, 'the four module supports connecting the tetragonal top frame and the ...

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Номер записи: 50
18-07-2013 дата публикации

METHOD FOR FORMING A DOUBLE-CURVED STRUCTURE AND DOUBLE-CURVED STRUCTURE FORMED USING THE SAME

Номер: US20130180184A1
Автор: CHEH James L.
Принадлежит:

A method for forming a double-curved structure and double-curved structure formed using the same are provided. The method may include providing a flat mesh formed of a plurality of strands; interlinking the plurality of strands of the flat mesh using a plurality of cross-links; and adjusting the plurality of cross-links to form the double-curved structure. 1. A method for forming a double-curved structure , the method comprising:providing a flat mesh formed of a plurality of strands;interlinking the plurality of strands of the flat mesh using a plurality of cross-links; andadjusting the plurality of cross-links to form the double-curved structure.2. The method according to claim 1 , wherein the flat mesh is square claim 1 , rectangular claim 1 , or radial.3. The method according to claim 1 , wherein interlinking the plurality of strands of the flat mesh comprises providing a cross link linking two adjacent strands of the flat mesh formed by the plurality of strands of the flat mesh.4. The method according to claim 1 , wherein interlinking the plurality of strands of the flat mesh comprises providing a cross link linking two adjacent strands of the flat mesh within each open space of the flat mesh.5. The method according to claim 1 , wherein interlinking the plurality of strands of the flat mesh comprises providing a cross link for each open space of the flat wire mesh.6. The method according to claim 1 , wherein interlinking the plurality of strands of the flat mesh comprises providing cross-links alternately extending between adjacent horizontally extending strands and adjacent vertically extending strands for each of the open spaces.7. The method of claim 1 , wherein adjusting the plurality of cross-links to form the double-curved structure comprises at least one of individually tightening or loosening certain ones of the plurality of cross-links to form the double-curved structure.8. The method of claim 1 , wherein the plurality of cross-links are each formed of ...

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Номер записи: 51
18-07-2013 дата публикации

EVOLVING BUILDING STRUCTURES IMPROVEMENTS

Номер: US20130180190A1
Автор: Bovet Marc-André, Tremblay Michelle
Принадлежит: 3088-7418 QUEBEC INC. MAD MAB CORP.

There is provided building structures that are demountable from a first configuration to be reassemblable to the first configuration or another configuration. The building structures include systems and kits for the structure, post anchors, kits for floor structure, method for assembling floor structures, wall and ceiling support systems, electrical junction box supports, and kits for frame assembly. 2. The system as defined in claim 1 , wherein the joist comprises at least one elongated joist sections claim 1 , to be connected together to form the joist.3. The system as defined in claim 2 , wherein the joist further comprises at least one securing member to join the at least two elongated joist sections together to form the joist.4. The system as defined in claim 3 , wherein the posts and the joists each further comprises at least one aperture to receive plumbing wiring claim 3 , heating claim 3 , ventilation claim 3 , air conditioning (HVAC) ducting claim 3 , and/or central vacuum ducting.69-. (canceled)10. A demountable exterior wall panel attachment comprising:a first demountable attachment member, to be received in a compatible attachment receiving element;a second demountable attachment member, to receive a compatible exterior wall panel; anda spacer, connecting the first and second attachment member.1112-. (canceled)1433-. (canceled)3550-. (canceled)5258-. (canceled)6065-. (canceled)6774-. (canceled)8285-. (canceled)8791-. (canceled) (a) FieldThe subject matter disclosed generally relates to the field of construction work, and more specifically to evolving building structures.(b) Related Prior ArtThere are many types of building structures kits. These building structures usually take the form of a kit including components that may be assembled together at a construction site. However, such kits typically have only a limited number of parts and therefore only serve to assemble buildings according to a few simple blueprints. Furthermore, many currently existing ...

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Номер записи: 52
18-07-2013 дата публикации

ULTRA LIGHT FIBER PLACED TRUSS

Номер: US20130180194A1
Автор: Langone Robert J., Silver Michael S.
Принадлежит: AUTOMATED DYNAMICS

A novel composite beam is disclosed. The composite beam may comprise variations in the surface that can be used to create open and closed surfaces for the modulation of natural light. The composite beam may also be optimized for the applied loads by placing the fibers in the direction of the applied loads and/or increasing the fiber density in the regions of higher loads. 1. A beam comprising a first end , a second end , and a plurality of composite tape windings arranged with a varying pitch along a length of the beam.2. The beam of claim 1 , further comprising a reinforced edge.3. The beam of claim 2 , wherein the plurality of composite tape windings are arranged with a varying reinforcement angle along the length of the beam.4. The beam of claim 1 , wherein the beam comprises a triangular cross section.5. The beam of claim 1 , wherein the beam comprises a square cross section.6. The beam of claim 1 , wherein the beam comprises a non-uniform cross section.7. The beam of claim 1 , wherein the beam has a beam tape density ranging from 0.2 to 1.8. The beam of claim 1 , wherein the first end comprises a first tape density and the second end comprises a second tape density claim 1 , wherein the first tape density is less than the second tape density.9. The beam of claim 8 , wherein the beam comprises a continuously varying tape density.10. The beam of claim 1 , wherein the first end comprises a first tape density and the second end comprises a second tape density claim 1 , and wherein a midpoint located equidistant between the first end and the second end comprises a third tape density claim 1 , wherein the first tape density is equal to the second tape density claim 1 , and wherein the third tape density is greater than the first tape density.11. A beam comprising:a first portion comprising a first cross section;a second portion comprising a second cross section;a third portion comprising a third cross section; andmultiple composite tape windings.12. The beam of claim ...

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Номер записи: 53
01-08-2013 дата публикации

FOLDING SHED WITH PORTABLE FEATURE

Номер: US20130192147A1
Автор: Schaffert Paul E.
Принадлежит: SCHAFFERT MANUFACTURING COMPANY, INC.

A folding shed may include a roof with a first roof section pivotally connected to a first sidewall and a second roof section pivotally connected to a second sidewall. The folding shed may further include foldable first and second end walls, each pivotally connected to the first and second sidewalls. The folding shed may be transformed from an operation to a storage configuration by outwardly pivoting the first and second roof sections until the exterior surface of each roof section approximately abuts the exterior surface of the sidewall to which it is connected and inwardly moving foldable end walls until the interior surfaces of the sidewalls approximately abut the interior surfaces of the end walls. The folding shed may optionally include multiple wheels for facilitating transport of the shed. 1. A folding shed , comprising:a first sidewall and a second sidewall;a first roof section pivotally coupled with the first sidewall;a second roof section pivotally coupled with the second sidewall;a foldable first end wall pivotally coupled with the first sidewall and the second sidewall;a foldable second end wall pivotally coupled with the first sidewall and the second sidewall; andat least two wheel assemblies attached to the shed to facilitate moving the shed by rolling, each wheel assembly being selectively actuated to raise or lower the portion of the shed to which it is attached;wherein the first and second sidewalls, the first and second roof sections, and the first and second foldable end walls are configurable into a first position to define an interior of a shed; andwherein the first roof section pivots outwardly from the interior of the shed when the first and second sidewalls, the first and second roof sections, and the first and second foldable end walls are configured in the first position.2. The folding shed of claim 1 , wherein:the wheel assembly includes an upright element and a lateral element configured to form an “L” shape; and whereinthe upright ...

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Номер записи: 54
08-08-2013 дата публикации

Floatable Constructions

Номер: US20130199113A1
Автор: Carl Richard Nelson
Принадлежит: LIZZANO Ltd

A plurality of floatable constructions are provided, the constructions including a floating base for a building, the base having at least one buoyant basement unit defining a basement level, and a reinforced concrete transfer platform atop the basement unit. The basement level can provide habitable or functional space for the building, and the transfer platform has at least one access opening giving access to the basement level which is enhanced by windows for light and ventilation. Methods and means of tying modular components of the structures together, and materials suitable for manufacturing such ties, are also provided.

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Номер записи: 55
08-08-2013 дата публикации

DOOR FRAME ANCHOR

Номер: US20130199116A1
Автор: DAGOSTINI Luigi
Принадлежит:

An anchor for securing a metal door frame to a floor comprises a generally planar flange securable in an upright position to an interior surface of the door frame, and a generally planar base extending generally orthogonally with respect to the flange and securable to the floor adjacent the door frame. The base comprises a central portion comprising an inner end adjacent the flange and an opposed outer end defining an outer edge. At least a first tab extends outwardly from the outer end of the central portion and beyond the outer edge. 1. An anchor for securing a metal door frame to a floor , the anchor comprising:a) a generally planar flange securable in an upright position to an interior surface of the door frame; i) a central portion comprising an inner end adjacent the flange and an opposed outer end defining an outer edge; and', 'ii) at least a first tab extending outwardly from the outer end of the central portion and beyond the outer edge., 'b) a generally planar base extending generally orthogonally with respect to the flange and securable to the floor adjacent the door frame, the base comprising2. The anchor of claim 1 , further comprising a second tab extending outwardly from the outer end of the central portion and beyond the outer edge claim 1 , the second tab spaced apart from the first tab.3. The anchor of claim 2 , wherein a gap extends between the first tab and the second tab.4. The anchor of claim 3 , wherein at least a portion of the gap is sized receive at least a portion of a stud of a wall adjacent the door frame.5. The anchor of claim 2 , wherein the central portion has a first side portion and an opposed second side portion claim 2 , and the first tab and second tab extend outwardly from the first side portion and the second side portion claim 2 , respectively.6. The anchor of claim 1 , wherein the central portion has a first side portion and an opposed second side portion claim 1 , and the first tab extends outwardly from the first side ...

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Номер записи: 56
15-08-2013 дата публикации

Composite Termite Barrier

Номер: US20130205687A1
Автор: Richardson Geoffrey Wayne, Sala Tonio Umberto
Принадлежит:

A composite termite barrier () comprising a mesh sheet () and two membranes () bonded to opposed sides of the mesh sheet to provide structural rigidity. In the arrangement illustrated, the mesh sheet () is woven wire mesh comprising strands () cooperating to define openings () in the mesh. The mesh sheet () functions as an active termite barrier; that is, the mesh sheet is configured to exclude the passage of termites therethrough, and the membranes () provide support for the sheet to prevent it from distorting to an extent that it would no longer provide an effective barrier to termites. 1. A composite pest barrier comprising mesh sheeting adapted to prevent the passage of target pests therethrough and means associated with the mesh sheeting to resist distortion of the mesh in a manner which would cause one or more mesh openings therein to change in size or configuration to permit the passage of target pests through the mesh.2. The composite pest barrier according to wherein the mesh sheeting comprises woven mesh claim 1 , and wherein the distortion comprises displacement between the warp and weft strands at points of intersection therebetween causing the adjacent mesh openings to change in size or configuration.3. The composite pest barrier according to wherein said means associated with the mesh sheeting to resist distortion of the mesh is adapted to constrain the warp strands and weft strands from displacement with respect to each other at points of intersection therebetween.4. The composite pest barrier according to wherein said means associated with the mesh sheeting to resist distortion of the mesh comprises a reinforcement structure.5. The composite pest barrier according to wherein the reinforcement structure is of a unitary construction.6. The composite pest barrier according to wherein the reinforcement structure is of segmental construction.7. The composite pest barrier according to wherein the reinforcement structure comprises a membrane attached to the ...

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Номер записи: 57
29-08-2013 дата публикации

TWO-PIECE TRACK SYSTEM

Номер: US20130219815A1
Автор: Pilz Donald A., Poliquin Raymond E., Sesma Fernando Hernandez
Принадлежит: CALIFORNIA EXPANDED METAL PRODUCTS COMPANY

A fire-rated receiver channel includes at least one intumescent or other fire-resistant material strip. The receiver channel can nest with a framing member, such as metal tracks, headers, header tracks, sill plates, bottom tracks, metal studs, wood studs or wall partitions, and placed at a perimeter of a wall assembly to create a fire block arrangement. In other arrangements, a track assembly includes two nested tracks, an inner track and outer track. The assembly is designed so that the outside width of the outer track is equal to or less than the outside width of the inner track to present a substantially flush external surface for attachment of exterior sheathing elements when the assembly is used in an external wall. 1. A two-piece fire-rated track assembly for a linear wall gap , comprising:a first track that has a web, a first flange and a second flange, wherein the web is substantially planar and has a first side edge and a second side edge, the first flange and the second flange extend in the same direction from the first and second side edges, respectively, wherein each of the first and second flanges is substantially planar such that the first track defines a substantially U-shaped cross section;a second track that has a web, a first flange and a second flange, wherein the web is substantially planar and has a first side edge and a second side edge, the first flange and the second flange extend in the same direction from the first and second side edges, respectively, wherein each of the first and second flanges is substantially planar such that the second track defines a substantially U-shaped cross section, each of the first and second flanges has a free end opposite a respective one of the first side edge and second side edge, wherein each of the free ends defines a kick-out portion that extends in a direction opposite the web and away from the other kick-out portion;at least one heat-expandable intumescent strip attached to the second track and ...

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Номер записи: 58
29-08-2013 дата публикации

Bracket for Use With Boardwalk System

Номер: US20130219824A1
Автор: Beach Timothy Jon, Philbin Jason Vincent, Zimmerman Robert Louis
Принадлежит: Perma Trak North America LLC

A bracket system including a bracket for use with a deck or boardwalk system. The bracket has an upper portion and a lower portion at least partially spaced away from the upper portion. The bracket is configured to receive a portion of the deck or boardwalk system between said upper and lower portions. The bracket further includes a fastener extending between the upper and lower portions and configured to urge the upper and lower portions toward each other to thereby press against the portion of the deck or boardwalk system therebetween to secure the bracket to the portion of the deck or boardwalk system. 1. A bracket system comprising: an upper portion;', 'a lower portion at least partially spaced away from said upper portion, wherein the bracket is configured to receive a portion of said deck or boardwalk system between said upper and lower portions; and', 'a fastener extending between said upper and lower portions and configured to urge said upper and lower portions toward each other to thereby press against said portion of said deck or boardwalk system therebetween to secure said bracket to said portion of said deck or boardwalk system., 'a bracket for use with a deck or boardwalk system including2. The bracket system of further including a supplemental fastener extending between said upper and lower portions and configured to urge said upper and lower portions toward each other claim 1 , wherein said supplemental fastener is laterally spaced from said fastener.3. The bracket system of wherein said upper portion is shaped to be coupled to a deck accessory or boardwalk accessory.4. The bracket system of wherein said upper portion includes a recess that is generally square in cross section and is configured to closely receive a post claim 3 , having a generally square cross section claim 3 , therein.5. The bracket system of further comprising a securing fastener attachable to said upper portion in a direction generally perpendicular to said fastener and configured ...

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Номер записи: 59
05-09-2013 дата публикации

METHOD FOR MANUFACTURING AND INSTALLING A TEXTURED TILE FLOORING PRODUCT

Номер: US20130227910A1
Автор: Dombowsky Ben, Dombowsky Michael
Принадлежит:

A method for manufacturing and installing a textured cementitious tile flooring product, wherein sodium bicarbonate is used to texture the tile surface and a polyurethane caulking material provides flexible joints between tiles. 1. A method of manufacturing a textured cementitious flooring product , comprising the steps of:(a) preparing a mold;(b) preparing a cementitious material comprising reactive components;(c) introducing a sodium bicarbonate layer onto an inner surface of the mold;(d) introducing the cementitious material into the mold on top of the sodium bicarbonate layer to form a reaction interface between the sodium bicarbonate layer and the cementitious material;(e) agitating the cementitious material to generate a randomly distributed reaction at the reaction interface to create a surface texture;(f) allowing the cementitious material to harden into the flooring product having the surface texture; and(g) removing the flooring product from the mold.2. The method of claim 1 , wherein the mold is composed of a material selected from the group consisting of steel claim 1 , rubber claim 1 , plastic and polyvinyl chloride.3. The method of claim 1 , wherein the reactive components are selected from the group consisting of Portland cement claim 1 , metakaolin claim 1 , fly ash and silica fume.4. The method of claim 1 , further comprising a step of adding a strengthening agent to the cementitious material at step (b).5. The method of claim 4 , wherein the strengthening agent is fibrous material.6. The method of claim 1 , further comprising a step of adding a colouring agent to the cementitious material at step (b).7. The method of claim 6 , wherein the colouring agent is a dye.8. The method of claim 1 , further comprising a step of introducing a colouring agent on top of the sodium bicarbonate layer after step (c) but before step (d).9. The method of claim 1 , further comprising a step of applying a releasing agent to the mold before step (d).10. The method of ...

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Номер записи: 60
12-09-2013 дата публикации

STATIC COMPRESSION BUILDING

Номер: US20130232886A1
Автор: Carmona Richard, Dellaguzzo Frank Robert, Frisch Jerry Eldon, Garner Daniel R., Hiller Rory R., Yoder Bart David, Yoder Steven M.
Принадлежит: Performance Contracting, Inc.

A portable, modular building structure. 1. A modular structure comprising:at least a rigid top panel, a rigid bottom panel, two rigid opposing side panels, a rigid front panel and a rigid back panel, a tensioning system associated with said side panels, said top panel and said bottom panel, said tensioning system including a plurality of adjustable length compression applying members adjusted to be in tension about said side panels, said top panel and said bottom panel, said panels and said compression applying members cooperating to place at least one of said top, bottom, two side, front and back panels in compression along at least two axes.2. The modular structure according to claim 1 , wherein said top claim 1 , bottom claim 1 , opposing side panels claim 1 , rigid front panel and rigid back panels are releasably held together as a temporary unitary structure.3. The modular structure according to claim 1 , wherein the tensioning system includes said tensioning members and a framing system cooperating with said tensioning members.4. The modular structure according to claim 3 , wherein the framing system includes a plurality of rigid channel members and a plurality of brackets.5. The modular structure according to claim 4 , wherein each of the rigid top panel claim 4 , the rigid bottom panel claim 4 , the two rigid opposing side panels claim 4 , the rigid front panel and the rigid back panel have an opposing upper edge and lower edge and opposing side edges.6. The modular structure according to claim 5 , wherein each upper edge has a rigid channel member associated therewith and each lower edge has a rigid channel member associated therewith.7. The modular structure according to claim 6 , wherein the rigid channel members are sized and configured to receive either an upper edge or a lower edge of the panels.8. The modular structure according to claim 7 , wherein the tensioning members are adjustable tensioning members.9. The modular structure according to claim 7 ...

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Номер записи: 61
12-09-2013 дата публикации

ASSEMBLY OF PREFABRICATED ELEMENTS TO FORM A PREFABRICATED BUILDING WITH AT LEAST TWO FLOORS AND RELATED BUILDING AND INSTALLATION PROCESS

Номер: US20130232887A1
Автор: Donnini Manuele
Принадлежит:

The assembly of prefabricated elements to form a prefabricated building with two stories includes: 1. An assembly of prefabricated elements to form a prefabricated building with at least two stories and associated with one another in a compact grouping designed for transportation to an installation site of the building , the assembly comprising:a hollow prefabricated structure formed by a central portion of a walk floor of a ground story and a central portion of a floor above permanently connected to one another by means of portions of transverse walls of the ground story, the hollow prefabricated structure being adapted to extemporaneously contain walls and floors of the building or portions thereof to form said compact grouping of prefabricated constructional elements;for each story above the ground story, a prefabricated portal structure formed by a central portion of the floor that roofs said story connected permanently to two portions of transverse walls of the same story, said portal structures being designed to be inserted with respective central portions of the floor) resting on top of one another and above said hollow prefabricated structure to form said compact grouping and then, during installation, to be fixed to one another and to the hollow structure by means of respective portions of transverse walls;guide means for guiding, during assembly on site, the portal structures in a lifting movement on top of the hollow prefabricated structure, lateral portions of the walk floor and roofing floor being hinged to said central portions of respective floors according to longitudinal axes, to facilitate installation thereof, said walk floor of the ground story being formed by a first lower central portion and two first lower lateral portions, said first lower central portion being substantially rectangular, forming the walk floor of the hollow prefabricated structure, said two first lower lateral portions being opposed and hinged along external sides of said ...

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Номер записи: 62
12-09-2013 дата публикации

END WALL PANEL

Номер: US20130232906A1
Автор: Abdel-Sayed George, Bonacci Gary J., Davis Arnold A., Helgeson Matt, Ohler-Schmitz Sara E.
Принадлежит: KING SOLOMON CREATIVE ENTERPRISES CORP.

An end wall panel for an arch-style steel building is disclosed. The end wall panel is fabricated from metal sheet and consists of a plurality of upper flanges spaced apart from one another. The upper flanges are connected to lower flanges by a web section extending at an angle from the upper flange. Flange stiffeners also extend at an angle from the outermost upper flanges. The end wall panel provides increased strength in an arch-style steel building and can withstand critical wind loads without additional stiffeners. The end wall panel is also inexpensive to manufacture and install into an arch-style steel building. 117-. (canceled)18. An end wall panel comprisingan inner upper flange, an outer upper flange, and a central upper flange between the inner and outer upper flanges,a first lower flange joining a first web section extending from a first edge of the inner upper flange and a second web section extending from a first edge of the central upper flange,a second lower flange joining a third web section extending from a first edge of the outer upper flange and a fourth web section extending from second edge of the central upper flange, a fifth web section extending from an outer edge of the inner upper flange,a sixth web section extending from an outer edge of the outer upper flange, the lower flanges being wider than the upper flanges, all of said web sections extending from their respective upper flanges at an angle of between 41 and 45 degrees measured downward from the surface of the upper flange to which each of the web sections is attached , and wherein the fifth and sixth web sections are shorter than the first, second, third and fourth web sections and the fifth and sixth web sections can partially overlap and conform to the angle of the first or third web section web section on an adjacent end wall panel andthe ratio of the width of the upper flanges to the width of the lower flanges is about 2:2.5.19. An end wall panel according to claim 18 , wherein ...

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Номер записи: 63
19-09-2013 дата публикации

MULTI-SECTION TELESCOPING STRUCTURE

Номер: US20130239490A1
Автор: HU HSING-YI, LIU WEN-JING, Peng Wei
Принадлежит:

A telescoping structure includes a hollow outer section and a hollow inner section slidably mounted in the hollow outer section. The hollow outer section includes a first sidewall, a second sidewall and a third sidewall. The hollow inner section includes a fourth sidewall, a fifth sidewall and a sixth sidewall. A pair of sliding rails is disposed on the interior side of the first sidewall and a pair of raised sliding grooves is defined on the exterior side of the fourth sidewall. The pair of raised sliding grooves engages with the pair of sliding rails to enable a sliding movement of the hollow inner section relative to the hollow outer section. 1. A telescoping structure , comprising:a hollow outer section comprising a first sidewall and a pair of sliding rails arranged on an interior surface of the first sidewall; anda hollow inner section slidably mounted in the hollow outer section, the hollow inner section comprising a fourth sidewall and a pair of raised sliding grooves arranged on an exterior surface of the fourth sidewall;wherein the pair of sliding rails are engaged in the pair of raised sliding grooves thereby enabling a sliding movement of the hollow inner section relative to the hollow outer section, so that the hollow inner section is movable between a retracted position, in which the hollow inner section is substantially inserted in the hollow outer section, and an extended position, in which the hollow inner section projects outwards from the hollow outer section.2. The telescoping structure of claim 1 , wherein the hollow outer section further comprises a second sidewall and a third sidewall claim 1 , the second sidewall defines a first guiding groove claim 1 , and the third sidewall defines a second guiding groove.3. The telescoping structure of claim 2 , wherein the hollow inner section further comprises a fifth sidewall claim 2 , a sixth sidewall claim 2 , a first cam follower arranged on an exterior surface of the fifth sidewall claim 2 , and a ...

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Номер записи: 64
03-10-2013 дата публикации

Framing System for Steel Stud Framing

Номер: US20130255178A1
Автор: Judd Steven G.
Принадлежит:

The present invention is a framing system for resolving vertical and horizontal movements in light gage, cold formed, steel stud framing. It utilizes at least one corner hinge and a plurality of pivoting stud clips (one for each stud) that accommodate for the deflection of a building as it encounters environmental changes. Additional hinges may be placed axially, along the wall and at the top and bottom of the corner for increased flexibility. Two embodiments of stud pivot clips, one utilizing direct attachment and arcuate slots, the other utilizing a pivotable connection plate, are disclosed; as are two hinge embodiments. 1. A framing system for metal frame construction buildings , the system comprising:a. a plurality of horizontal top girt-strut tracks;b. a plurality of horizontal bottom girt-strut tracks, parallel to the top horizontal girt-strut tracks;c. a plurality of studs, positioned in between the top and bottom girt-strut tracks and roughly orthogonal thereto;d. a plurality of generally “L” shaped stud pivot clips, each stud pivot clip positioned upon one stud, ande. at least one corner hinge, joining two header struts together at an angle, thereby forming a corner.2. The framing system of claim 1 , at least one of the stud pivot clips further comprising:a. a connection plate, having a center pivot hole and a plurality of arcuate slots, concentric about the center pivot hole; andb. a spacer plate;wherein each connection plate is affixed to a stud by driving a screw through the center pivot hole and arcuate slots and the spacer plate is joined to a flooring member.4. The framing system of claim 1 , further comprising at least one additional corner hinge claim 1 , joining two bottom girt-strut tracks struts in a manner complimentary to the at least one corner hinge joining the top girt-strut tracks.5. The framing system of claim 4 , further comprising at least one axial hinge claim 4 , joining adjacent top girt-strut tracks.6. The framing system of claim 5 , ...

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Номер записи: 65
03-10-2013 дата публикации

DOUBLE AXIS FRAME STRUT

Номер: US20130255184A1
Автор: MASON Paul
Принадлежит:

A double axis frame strut has a strut frame and a tongue that extends from a distal end of the strut frame. The tongue can be rigidly coupled to an axle that is rotatably coupled to the strut frame and extends from a distal end of the strut frame. The tongue can rotate relative to the strut frame and the tongue can include a hole which can be coupled to other double axis frame struts or other structure. The hole in the tongue can define a first axis of rotation and the axle can define a second axis of rotation. The axis of the hole in the tongue can be perpendicular to the axis of rotation of the tongue relative to the strut frame. 2. The double axis frame strut of further comprising:a locking mechanism for preventing the tongue and the cylinder from rotating relative to the strut frame.3. The double axis frame strut of wherein at least one end of the cylinder is threaded and the locking mechanism is a nut coupled to one end of the cylinder that is tightened to prevent the tongue and the cylinder from rotating relative to the strut frame.4. The double axis frame strut of wherein the tongue can rotate 180 degrees relative to the strut frame.5. The double axis frame strut of wherein at least a portion of the strut frame is a cylindrical tube.6. The double axis frame strut of wherein at least a portion of the strut frame is a tube having a rectangular cross section.7. The double axis frame strut of wherein the strut frame includes a first plate and a second plate claim 1 , the first plate and the second plate each having one of the two mounting holes.8. The double axis frame strut of wherein the first plate and the second plate are fastened to opposite sides of a beam.10. The double axis frame strut of further comprising:a locking mechanism for preventing the tongue and the tubular structure from rotating relative to the strut frame.11. The double axis frame strut of wherein the first rod is a first threaded bolt and the first tubular structure is a first threaded nut ...

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Номер записи: 66
10-10-2013 дата публикации

REINFORCEMENT RIB AND OVERHEAD STRUCTURE INCORPORATING THE SAME

Номер: US20130263529A1
Автор: WILSON Michael W.
Принадлежит:

A reinforcement rib for an overhead structure comprises a pair of sidewalls and a top wall that bridges one end of each sidewall. A lower flange extends outwardly from an opposite end of each sidewall. Each lower flange is adapted to be secured to the overhead structure. 136.-. (canceled)37. A reinforcement rib for an overhead corrugated arch-shaped structure comprising:a pair of generally planar sidewalls;a generally planar top wall bridging one end of each sidewall; anda generally planar lower flange extending from an opposite end of each sidewall and being generally parallel to said top wall, each lower flange having a concave undersurface that has a shape complimentary to an underlying surface of the overhead arch-shaped structure, wherein the sidewalls are angled inwardly in a direction towards the top wall and wherein the reinforcement rib is longitudinally curved and roll-formed.38. A reinforcement rib according to wherein said lower flanges accommodate fasteners.39. A reinforcement rib according to further comprising at least one structural element on said top wall.40. A reinforcement rib according to wherein said at least one structural element is secured to said top wall by releasable fasteners.41. A reinforcement rib according to wherein said at least one structural element is one of an I-beam claim 40 , a channel member and a plate member.42. A reinforcement rib according to wherein said at least one structural element is one of welded and fastened to said top wall.43. A reinforcement rib according to wherein said top wall has at least one longitudinal feature thereon.44. A reinforcement rib according to wherein said at least one longitudinal feature is at least one groove.45. A reinforcement rib according to further comprising at least one spacer positioned between said sidewalls and depending from said top wall.46. A reinforcement rib according to further comprising a plurality of longitudinally spaced spacers positioned between said sidewalls and ...

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Номер записи: 67
24-10-2013 дата публикации

Modular Room and Structure

Номер: US20130276384A1
Автор: Kestermann Rolf
Принадлежит:

The present invention is directed to a modular room with rectangular floor space, a roof and side walls of a skeletal framework construction with section, which is designed in such a way that it can be easily assembled, disassembled and connected to other modular rooms. The floor space is formed of a foundation consisting of grid-shaped floor plates, which form partial floor sections of the foundation. Furthermore, the modular room exhibits a support or spine portion that is attached to the roof at its top end and is attached to the foundation at its bottom end 121-. (canceled)21. A modular room that can be assembled and disassembled , having a rectangular floor space , a roof , and side walls of skeletal framing construction with sections , characterized in that the room exhibits a foundation with grid-shaped floor plates , which form floor sections or partial sections of the foundation , and a support that is attached to the roof , which is connected to the foundation with its bottom end and spans above the foundation in an arc-like swing , wherein the room is further characterized in that wall modules , dividing wall modules , partition wall modules , wall modules with window and/or door , windows , doors and/or roll gates are inserted into the skeletal forming construction , and wherein the room is further characterized in that the room exhibits floor panels that are attached to the grid-shaped floor plates.22. The modular room of claim 21 , characterized in that the rectangular floor space has longitudinal sides that exhibit 2- to 10-times the length of end sides of the floor space.23. The modular room as of claim 21 , characterized in that the support is connected with the floor plates along longitudinal sides of the floor space.24. The modular room of claim 21 , characterized in that it exhibits a utility unit on the end at which the support is attached to the foundation.25. The modular room of claim 24 , characterized in that a home technology claim 24 , ...

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Номер записи: 68
24-10-2013 дата публикации

Ceiling Supported Cold Aisle Containment System

Номер: US20130276389A1
Автор: Bernard William A., Marrs Samuel M., Shurhay Mark
Принадлежит: PANDUIT CORP.

An aisle containment system is provided. The aisle containment system includes a pair of wall beams suspended from a ceiling, a pair of floor tracks positioned beneath the wall beams and secured to a floor, and at least one blanking panel secured to one of the wall beams and one of the floor tracks. 1. An aisle containment system , comprising:a pair of wall beams suspended from a ceiling;a pair of floor tracks positioned beneath the wall beams and secured to a floor;a ceiling tile support system connected to the wall beams;at least one blanking panel secured to one of the wall beams and one of the floor tracks; andat least one end of row door positioned at the end of the aisle containment system.2. The aisle containment system of claim 1 , wherein the wall beams are suspended from the ceiling by threaded rods.3. The aisle containment system of claim 1 , wherein the wall beams comprise a series of posts extending from a top wall of the wall beams.4. The aisle containment system of claim 3 , wherein the posts are configured to align and connect a cross aisle tee beam of the ceiling tile support system to the wall beam.5. The aisle containment system of claim 3 , wherein the posts are configured to align and connect a ceiling tile retainer to the wall beam.6. The aisle containment system of claim 1 , wherein the wall beams each comprise a plurality of holes formed in a font wall of the wall beams claim 1 , the plurality of holes configured to receive a threaded member to connect the blanking panel to the wall beams.7. The aisle containment system of claim 1 , wherein the floor tracks each comprise a plurality of holes claim 1 , the plurality of holes configured to receive a threaded member to connect the blanking panel to the floor track.8. The aisle containment system of claim 1 , wherein the ceiling tile support system comprises a plurality of cross aisle beams claim 1 , a plurality of center beams claim 1 , and a plurality of ceiling tiles supported by the cross ...

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Номер записи: 69
31-10-2013 дата публикации

MODULAR CONSTRUCTION SYSTEM FOR REINFORCING FOUNDATION, PILLARS, ISOLATED FOOTINGS AND ANTI- SEISMIC SEPARATORS, INTENDED FOR VARIABLE-GEOMETRY HEAT-INSULATION FORMWORK

Номер: US20130283714A1
Автор: Caboni Michele
Принадлежит:

A modular construction system used for reinforcing all shapes of foundation, pillars, isolated footings and anti-seismic separators intended for transpiring, heat-insulation variable-geometry formwork, including at least one guide plane for the vertical elements of such reinforcement and at least one supporting bracket for such plane, said bracket being suited to make it possible to install such guide plane relative to such transpiring, “disposable” heat-insulation formwork. 1. A dynamic modular construction system used for reinforcing foundation , pillars , isolated footings , anti-seismic separators intended for transpiring , “disposable” , heat-insulation and variable-geometry formwork , said construction system including at least one guide plane of vertical elements relative to said reinforcement and at least one supporting bracket of said plane , said bracket being suited to make it possible to install said guide plane with respect to said transpiring , “disposable” heat-insulation formwork , said supporting bracket being made up of one connecting portion suited to make a connection with at least one panel of said transpiring , “disposable” heat-insulation formwork , said connecting portion being connected with at least one supporting portion suited to support at least one edge portion of said guide plane , said connecting portion including at least one lock-in profile shaped essentially like a ‘T’ , said supporting portion including at least one support bracket , suited to support at least one edge portion of said guide plane , wherein said supporting bracket is made up of a plurality of modules connected with one another by placing pre-established score lines in between , each of said modules being made up of at least one of said lock-in profiles shaped essentially like a ‘T’ , at least one of said support brackets , with , preferably , at least one respective said elastic pin and , preferably , at least one said supporting saddle.2. The dynamic modular ...

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Номер записи: 70
07-11-2013 дата публикации

REMOVABLE WATER CAP FOR PHOTOVOLTAIC MODULE MOUNTING SYSTEM

Номер: US20130291472A1
Автор: Sader Jon Dennis
Принадлежит:

A removable water cap to cap a fastener retaining a self-aligning system of mounting photovoltaic modules to a surface, including: a base having a first end structured and arranged to fit between at least two roof shingles; and a second end opposite from the first end, the second end structured and arranged to receive and generally seal the fastener, and permit an undersurface of the base to be generally in consistent contact with at least one underlying shingle. 1. A removable water cap to cap a fastener retaining a self-aligning system of mounting photovoltaic modules to a surface , comprising:a base having a first end structured and arranged to fit between at least two roof shingles; anda second end opposite from the first end, the second end structured and arranged to receive and generally seal the fastener, and permit an undersurface of the base to be generally in consistent contact with at least one underlying shingle.2. The removable water cap of claim 1 , wherein the second end is further structured and arranged to snapfit over the fastener.3. The removable water cap of claim 1 , wherein the base claim 1 , the first end and the second end are formed of metal.4. The removable water cap of claim 1 , wherein the base is aluminum having a thickness permitting manual cutting by a user.5. The removable water cap of claim 1 , wherein the second end has an enclosure having generally two sides claim 1 , a top and front rising above the base claim 1 , the enclosure having an opening opposite from the front and disposed proximate a distal end of the second end and at least one bendable tab generally normal to the base and extending away from the opening.6. The removable water cap of claim 5 , wherein the enclosure has a receiver disposed therein claim 5 , the receiver structured and arranged to receive at least a portion of the fastener.7. The removable water cap of claim 5 , wherein the second end further includes a first side area and a second side area on either ...

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Номер записи: 71
07-11-2013 дата публикации

Adjustable roof mounting system

Номер: US20130291479A1
Автор: Kreutzman David, Schaefer Richard F.
Принадлежит:

A adjustable mounting system for mounting solar panels on roofs is disclosed. The system allows a user to mount the solar panels either with or without rails. The mounting assemblies are adjustable to allow the user to mount a base plate in a chosen location (either on a roof joist or other structural member or not) and to adjust the mounting location for the panel in as many as three axis of adjustment from the location of the base plate. A system for mounting and grounding the panels at the same time is also disclosed. 1. A method of mounting a solar panel on an exterior surface , the method comprising the steps of:choosing a first location on a roof to mount a first adjustable mounting assembly;attaching a base plate to the roof from the top surface, the base plate having an attachment location for an attachment mechanism;placing a flashing over the base plate, said flashing have a hole for an attachment mechanism;attaching the attachment mechanism to the base plate through the hole in the flashing, the attachment mechanism have a recess in a bottom surface holding a flexible washer to seal the hole in the flashing;the attachment mechanism having an apparatus to allow an installer to choose a location distant from the first location on the roof in at least an X and a Y direction;the attachment mechanism allowing a solar panel to be attached directly to said attachment mechanism or a rail to be attached to the attachment mechanism.2. The method of further comprising the steps of: the attachment mechanism being adjustable in an X direction.3. The method of further comprising the steps of: the attachment providing an anti rotation mechanism to prevent a completed attachment assembly with a solar panel mounted to it from rotating. This application is a non-provisional application which claims the benefits of provisional application No. 61/643,097 filed on May 4, 2012, which is hereby incorporated by reference for all purposes.Many systems exist to mount various ...

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Номер записи: 72
07-11-2013 дата публикации

Roof mount sealing assembly

Номер: US20130292531A1
Автор: David Kreutzman, Don N. Tamm, Richard F. Schaefer
Принадлежит: D Three Enterprises LLC

A variety of roof mount sealing assemblies are disclosed. The roof mount sealing assemblies allow a user to mount rails for solar panels, signs, satellite dish or any other desired item on the roof and have the mounting location sealed against water. The roof mount sealing assemblies has a body with a recess for a flexible washer, which is attached to a bolt body (or formed with the bolt body) and threaded either down in a base plate or directly into the roof. The bolt body and body form a double stud assembly, which also holds a flashing onto the roof to provide further water proofing.

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Номер записи: 73
21-11-2013 дата публикации

POWERED TELESCOPIC SEATING RISER ASSEMBLY

Номер: US20130305620A1
Автор: Rogers Orley David, Staten Kenneth Edward
Принадлежит: StageRight Corporation

A riser assembly according to an exemplary aspect of the present disclosure includes, among other things, a first skin. A second skin is spaced from the first skin. A core is disposed between the first skin and the second skin. A framework is disposed between the first skin and the second skin. A portion of the framework is positioned laterally outside the core. 1. A riser assembly comprising:a first skin;a second skin spaced from said first skin;a core disposed between said first skin and said second skin; anda framework disposed between said first skin and said second skin, a portion of said framework positioned laterally outside said core.2. The assembly as recited in claim 1 , wherein said first skin includes a first material claim 1 , said second skin includes a second material claim 1 , and said core includes a third material different from first and second materials in composition.3. The assembly as recited in claim 2 , wherein said third material includes an end-grained balsawood.4. The assembly as recited in claim 1 , wherein said core comprises a honeycomb structure.5. The assembly as recited in claim 1 , wherein said core is received within a space defined by said framework.6. The assembly as recited in claim 1 , wherein said core includes a plurality of subpanels each received within one of a plurality of spaces defined by said framework.7. The assembly as recited in claim 1 , comprising an access track beam arranged adjacent to said framework claim 1 , said access track beam defining a longitudinal slot extending at least partially between each end of said access track beam claim 1 , wherein said longitudinal slot is configured to selectively receive a mountable accessory.8. The assembly as recited in claim 1 , wherein each of said first and second skins is glued to said core.9. The assembly as recited in claim 1 , wherein each of said first and second skins is attached to said framework.10. The assembly as recited in claim 1 , wherein each of said ...

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Номер записи: 74
21-11-2013 дата публикации

SHELTER EXPANDABLE COMPONENT SUPPORTS

Номер: US20130305625A1
Автор: Cantin Philip T., Cochran Rick A., Pike Richard S.
Принадлежит:

A portable shelter including an expandable component and an expandable component support. The expandable component including at least one structural element, e.g., a wall, configured to extend from, and retract into, an opening in a wall of the portable shelter. The expandable component support including a first non-roller bearing assembly affixed to the portable shelter to bear at least a portion of the weight of the at least one structural element. 1. A portable shelter comprising:an expandable component comprising at least one structural element configured to extend from, and retract into, an opening in a wall of the portable shelter; and comprising a first non-roller bearing assembly,', 'affixed to the portable shelter to bear at least a portion of the weight of the at least one structural element., 'an expandable component support2. The portable shelter of wherein:the at least one structural element is a wall.3. The portable shelter of wherein:the first non-roller bearing assembly comprises a first self-lubricating engineering plastic.4. The portable shelter of wherein:the expandable component support further comprises a displacement inhibiting member adjacent at least one longitudinal vertical side of the first self-lubricating engineering plastic.5. The portable shelter of wherein:the expandable component support further comprises a deformation inhibiting member adjacent at least one longitudinal vertical side of the first self-lubricating engineering plastic.6. The portable shelter of wherein:the self-lubricating engineering plastic is a nylon plastic containing first lubricant powder.7. The portable shelter of wherein:the first lubricant powder is molybdenum disulfide.8. The portable shelter of wherein:the first non-roller bearing assembly comprises a first low friction coating.9. The portable shelter of wherein:the first low friction coating is a ceramic-filled abrasion-resistant epoxy.10. The portable shelter of wherein:the at least one structural element ...

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Номер записи: 75
21-11-2013 дата публикации

COLLAPSIBLE TRANSPORTABLE STRUCTURES AND RELATED SYSTEMS AND METHODS

Номер: US20130305626A1
Автор: Paquin Jack Arthur, Strickland Joseph George
Принадлежит:

A method for rapidly deploying and erecting a HUD-certified structure includes providing an ISO-certified container. The container includes a container frame including a horizontal floor section, an opposed horizontal roof section and first and second opposed vertical end sections, and a pair of opposed vertically-disposed floor panels. The container frame and the opposed floor panels define an interior cavity with a plurality of dwelling members disposed therein. The method further includes transporting the ISO-certified container to a desired location and forming a HUD-certified structure at the desired location, including manipulating at least some of the dwelling members. 1. A method for rapidly deploying and erecting a HUD-certified structure , the method comprising:providing an ISO-certified container, the container comprising a container frame including a horizontal floor section, an opposed horizontal roof section and first and second opposed vertical end sections, the container further comprising a pair of opposed vertically-disposed floor panels, wherein the container frame and the opposed floor panels define an interior cavity with a plurality of dwelling members disposed therein;transporting the ISO-certified container to a desired location; andforming a HUD-certified structure at the desired location, wherein forming the HUD-certified structure comprises manipulating at least some of the dwelling members.2. The method of claim 1 , comprising:obtaining ISO certification for the container prior to providing the ISO-certified container; andobtaining HUD approval of the container and the dwelling members disposed therein prior to transporting the ISO-certified container.3. The method of claim 1 , wherein each floor panel has a top end and a bottom end claim 1 , wherein the bottom end of each floor panel is pivotally connected to a respective opposite lateral side portion of the container frame floor section claim 1 , wherein manipulating at least some of ...

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Номер записи: 76
21-11-2013 дата публикации

TELESCOPIC SUPPORT FOR AN EXPANDABLE SHELTER

Номер: US20130305627A1
Автор: Cantin Philip T., Cochran Rick A., Pike Richard S.
Принадлежит:

A telescopic support assembly including tube assemblies and bearing assemblies. The tube assemblies are arranged telescopically from a largest cross section rear tube assembly to a smallest cross section front tube assembly. The bearing assemblies include a non-roller bearing for each tube assembly other than the front tube assembly. Each bearing assembly is configured to present a surface of the non-roller bearing at the bottom interior of a tube assembly, proximate the front of the tube. Some embodiments include a drive assembly for extending and retracting the telescopic support assembly. 1. A telescopic support assembly comprising:a plurality of tube assemblies arranged telescopically from a largest cross section rear tube assembly to a smallest cross section front tube assembly; andat least one bearing assembly comprising a non-roller bearing for each tube assembly other than the front tube assembly;wherein each bearing assembly is configured to present a surface of the non-roller bearing at the bottom interior of the each tube assembly other than the front tube assembly, proximate the front of the each tube assembly other than the front tube assembly.2. The telescopic support assembly of wherein:the at least one bearing assembly extends into the interior of each tube assembly other than the front tube assembly through a hole in the bottom of the each tube assembly other than the front tube assembly.3. The telescopic support assembly of wherein:the non-roller bearing is a self-lubricating engineering plastic.4. The telescopic support assembly of wherein:the self-lubricating engineering plastic is a nylon plastic containing a lubricant powder.5. The telescopic support assembly of wherein:the lubricant powder is molybdenum disulfide.6. The telescopic support of wherein:the telescopic support does not include roller bearings.7. A telescopic support assembly comprising: a plurality of tube assemblies arranged telescopically from a largest cross section rear tube ...

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Номер записи: 77
21-11-2013 дата публикации

DUAL-SIDE UNFOLDABLE BUILDING MODULES

Номер: US20130305628A1
Автор: Rothwell Elizabeth, Ryan Christopher, Warner Paul
Принадлежит:

Dual-side unfolding building modules are described that allow buildings with greater design flexibility, and particularly, large and open work or living spaces while allowing interesting roof designs such as butterfly type roofs. The building modules fold compactly for transport. The building modules can be prefabricated with interior and exterior finishing material thereby reducing the time required for finishing at the building site. 1. A building module comprising(a) a first external wall section having a first wall frame element foldably connected to a second wall frame element; in unfolded configuration, the first wall frame element providing a bottom part of the first external wall section and the second wall frame element providing a top part of the first external wall section;(b) a second external wall section having a third wall frame element foldably connected to a fourth wall frame element; in unfolded configuration, the third wall frame element providing a bottom part of the second external wall section and the fourth wall frame element providing a top part of the second external wall section; and(c) a ceiling structure connected to respective structural support structures, the ceiling structure being positioned in lengthwise orientation from a side of the building module between the first and second external wall sections to a corresponding opposing side of the building module between the first and second wall sections;wherein the structural support members each are connected to a core floor frame element, the first external wall section and the second external wall section are interconnected through one or more frame elements including the core floor frame element.2. The building module of claim 1 , wherein in unfolded configuration of the building module the first and second external wall sections each independently extend higher than the ceiling structure.3. The building module of claim 1 , wherein the ceiling structure includes a ceiling beam that ...

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Номер записи: 78
28-11-2013 дата публикации

Wall attachment clip, wall panel system, and system and method for supporting wall panels

Номер: US20130312356A1
Автор: Joseph J. Foral
Принадлежит: REDGLAZE GROUP LLC, SWANSON GENTLEMAN HART Inc D/B/A SGH Inc

A clip for attaching and supporting wall panels to a building (such as for an exterior building envelope), a wall panel system, and systems and methods for supporting wall panels is provided. The clip includes a main body portion, a first extension portion, a second extension portion, and a face portion. The clip is used with a system of interlocking vapor barrier wall panels to support the wall panels and affix them to a building frame without compromising the vapor barrier. Exterior façade panels can also be affixed to the clip and building frame without compromising the vapor barrier.

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Номер записи: 79
28-11-2013 дата публикации

Roof Object Support System

Номер: US20130312364A1
Автор: Krovats Neil
Принадлежит:

A support block for supporting objects on a roof is a moulded elastomeric block with a substantially hollow core. The support block can be used as is or in a system whereby a galvanized steel channel is secured to the top wall of the block accommodating the mating of a variety of clamps. In some embodiments, the block is elongate and generally flat and supports a roof mounted object thereon when two or more blocks are supported parallel and spaced apart from one another with the object spanning between the blocks. 1. A method of forming a support block , the method comprising:providing a flat bottom arranged to be supported on the roof;providing a pair of opposing end walls oriented transversely to the flat bottom of the support block;providing a top wall which is elongate in a longitudinal direction extending between the opposing end walls and which is arranged to support the roof object thereon;providing a pair of sloped side walls extending in the longitudinal direction of the top wall between the opposing end walls and extending downwardly and outwardly in a lateral direction from the top wall towards the flat bottom of the support block such that the flat bottom is wider in the lateral direction than the top wall;forming the flat bottom, the pair of opposing end walls, the top wall, and the pair of sloped side walls of resilient material; andproviding at least one hollow cavity in the resilient material which is only open to the flat bottom such that the side walls and end walls are without openings and such that the support block is arranged to be positioned between a roof object and a roof and the resilient material forming the support block is arranged to dampen vibration between the roof object and the roof.2. The method according to including forming the flat bottom claim 1 , the pair of opposing end walls claim 1 , the top wall claim 1 , and the pair of sloped side walls into a single piece of self-damping elastomeric material.3. The method according to ...

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Номер записи: 80
05-12-2013 дата публикации

Deployable and Inflatable Roof, Wall, or Other Structure for Stadiums and Other Venues

Номер: US20130318885A1
Автор: Griffis Lawrence Glen, Waggoner Mark Clinton
Принадлежит:

A deployable and inflatable roof, wall, or other structure has first and second covers made of flexible panels and cables arranged from edge to edge along the covers. Couplings along the edges of the covers connect the structure to supports, such as rails on which the structure can deploy and other supports of a building. Air from blowers blow air in between the covers to inflate the structure like an air cushion. In addition to cables, lateral support for the structure can use struts disposed edge to edge along the covers. Traction or rack and pinion drive mechanisms or cable drive systems can be used to deploy and retract the structure along the rails to cover or open a rooftop or other opening or area of the building. 1. A structure to cover an exposed area of a facility , the structure comprising:a flexible first cover;a flexible second cover disposed adjacent the flexible first cover;a plurality of lateral supports extending from edge to edge along the flexible first and second covers; andcouplings disposed along the edges of the flexible first and second covers and connected to ends of the lateral supports,wherein the flexible first and second covers define at least one plenum adapted to inflate the flexible first and second covers relative to one another.2. The structure of claim 1 , wherein the structure deploys as a roof to cover the exposed area of the facility claim 1 , and wherein the flexible second cover is a bottom cover disposed beneath a flexible top cover as the flexible first cover.3. The structure of claim 1 , wherein the flexible first and second covers are adapted to fold in a retracted condition away from the exposed area of the facility and to deploy in an extended condition over the exposed area of the facility.4. The structure of claim 3 , further comprising rails disposed along the edges of the flexible first and second covers claim 3 , the couplings adapted to ride along the rails between the retracted and extended conditions.5. The ...

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Номер записи: 81
05-12-2013 дата публикации

Method for implementing a rail-guided self-climbing forrmwork system with climbing rail extension pieces

Номер: US20130318888A1
Автор: Schwoerer Artur
Принадлежит: PERI GMBH

A method is proposed for constructing mufti-story concrete structures using a rail-guided self-climbing formwork system. A climbing rail is thereby displaced in a vertical direction within lower and upper climbing shoes and a lower extension piece is positioned to extend vertically in a downward direction below a lower end of the climbing rail. The lower extension piece has a length which is less than the length of the climbing rail. The climbing rail is then displaced in the vertical direction until the lower extension piece is captured within the lower climbing shoe. The method simplifies construction of the lower stories of concrete structures. 1. A method for constructing multi-story concrete structures using a rail-guided self-climbing formwork system , the concrete structures having a lower concrete section forming a vertical wall of a ground-floor story and at least one upper concrete structure extending vertically from an upper end of the first concrete structure , the method comprising the steps of:a) attaching a first lower climbing shoe and a first upper climbing shoe to the lower concrete section;b) disposing a climbing rail in a displaceable manner within the first lower and the first upper climbing shoes, the climbing rail having a length which is substantially equal to a height of the lower concrete section;c) displacing the climbing rail in a vertical direction within the first lower and first upper climbing shoes;d) positioning a lower extension piece to extend vertically in a downward direction below a lower end of the climbing rail and securing the lower extension piece to the climbing rail in that position, said lower extension piece having a length which is less than the length of the climbing rail; ande) further displacing the climbing rail in the vertical direction until the lower extension piece is captured within the first lower climbing shoe.2. The method of claim 1 , further comprising the steps of:f) attaching a second lower climbing shoe ...

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Номер записи: 82
05-12-2013 дата публикации

CASING SYSTEM

Номер: US20130318910A1
Автор: STAVENJORD Walter Karl
Принадлежит:

A casing system for covering the edges of structural frameworks and the like. The system includes a first casing piece and a second casing piece shaped to fit together. The first casing piece has a decorative profile milled into at least one side or end edge. The second casing piece has a reverse image of the decorative profile milled into a side or end edge. The pieces fit together by abutting edges or sides having a decorative profile and the reverse image of the decorative profile. 116-. (canceled)17. A method of installing a casing on a structural framework comprising: a generally flat first casing piece adapted to cover gaps between framing members of structural openings and vertical walls in buildings, said casing piece having an outer face, an inner face, a pair of linear side edges and a pair of linear end edges, at least one of said linear side edges and at least one of said linear end edges being provided with a continuous decorative profile; and', 'a second casing piece also adapted to cover gaps between framing members of structural openings and vertical walls in buildings, said second casing piece having an outer face, an inner face, a pair of linear side edges and a pair of linear end edges, at least one of said linear end edges being provided with a continuous decorative profile;', 'whereby said first casing piece is adapted to be joined to said second casing piece by engagement of said continuous decorative profile of said first casing piece with said reverse image of said decorative profile of said second casing piece., 'providing a casing system over the structural framework, the casing system comprising This invention relates to decorative casing trim and, more particularly, to prefabricated casing trim of the kind used to finish structural openings and to construct decorative elements on walls and ceilings of commercial and residential buildings and structures.Structural openings in the walls of commercial and residential buildings include ...

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Номер записи: 83
05-12-2013 дата публикации

MOUNTING APPARATUS FOR AN AUDIO/VIDEO SYSTEM AND RELATED METHODS AND SYSTEMS

Номер: US20130321715A1
Автор: Ima Alan Toyonobu, Millson Richard Blair
Принадлежит: MILLSON CUSTOM SOLUTIONS INC.

An audio-video (AV) system in one embodiment includes a mounting apparatus for mounting the system to a wall support located behind a wall surface and within an in-wall space. The mounting apparatus includes a support member for supporting at least one component in a support space within the in-wall space, a display mounting member for mounting a display device, and a removable wall opening cover for concealing at least a portion of the in-wall space that would otherwise be visible through a wall opening to a viewer. Various multimedia-supportive devices, including loudspeakers and a subwoofer, may be concealed behind the cover in the in-wall space. 1. A mounting apparatus for an audio-video system , comprising:a support member providing a support space for holding at least one component of the audio-video system, the support member being operably configured to be installed in an in-wall space located within a wall such that the support space is disposed within the in-wall space and is accessible through a wall opening of the wall, the support member defining an access region operable to register with the wall opening to provide access to the support space through the wall opening from outside the wall;a display mounting member connected to the support member and operably configured to mount a display device such that the display device, when mounted, is positioned outside the wall to conceal a first portion of the in-wall space from a viewer situated to view the display device from a generally frontal display viewing position outside the wall; anda cover operably configured to be removably mounted in a plane disposed generally in parallel to a plane of the wall and interposed between the support space and the display device, the cover being dimensioned to conceal a second portion of the in-wall space separate from the first portion of the in-wall space, a peripheral portion of the cover being dimensioned to overlap a wall surface portion proximate the wall opening ...

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Номер записи: 84
12-12-2013 дата публикации

Portable pathway apparatus

Номер: US20130326971A1
Автор: Martin Stanaland
Принадлежит: Individual

A portable pathway apparatus for providing a path over an earthen surface that includes a pliable frame member comprising one or more layers; a row of mating holes disposed on each side of the pliable frame member; a set of independently adjustable steps coupled to the pliable frame member in a first orientation direction; wherein each independently adjustable step comprises an adjustment mechanism, and wherein each independently adjustable step is coupled to the pliable frame member with a mount that aligns with the row of mating holes on each of the corresponding sides of the pliable frame member, whereby each of the independently adjustable steps is also movable along a length of the pliable frame member.

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Номер записи: 85
19-12-2013 дата публикации

ELEVATOR CAB WALL PANEL

Номер: US20130333984A1
Автор: Convard Emmanuel, Gressien Christèle
Принадлежит: OTIS ELEVATOR COMPANY

An exemplary elevator cab wall panel includes a plurality of panel members that are selectively moveable relative to each other to adjust the size of the panel. The panel is useful for selectively covering a space between a car operating panel and a nearby surface in an elevator cab. The wall panel provides a finished wall surface in the space. 1. An elevator cab wall panel , comprising:a plurality of panel members that are selectively moveable relative to each other to adjust a size of the panel for selectively covering a space between a car operating panel and a nearby surface in an elevator cab and providing a finish wall surface in the space.2. The elevator cab wall panel of claim 1 , wherein the panel members are moveable relative to each other between a contracted position in which the wall panel has a first outside dimension and an expanded position in which the wall panel has a second claim 1 , larger outside dimension.3. The elevator cab wall panel of claim 2 , whereinthe panel members each comprise a primary panel portion and a secondary panel portion;the primary panel portions are received adjacent each other and collectively provide the finish surface when the panel members are in the contracted position; andthe primary panel portions and the secondary panel portions collectively provide the finish surface when the panel members are in the expanded position.4. The elevator cab wall panel of claim 2 , wherein the panel members are selectively moveable into a plurality of expanded positions between the contracted position and a furthest expanded position.5. The elevator cab wall panel of claim 2 , comprisinga plurality of biasing members that bias the panel members toward the expanded position.6. The elevator cab wall panel of claim 5 , wherein the biasing members comprise springs that urge the panel members away from each other.7. The elevator cab wall panel of claim 5 , comprisinga plurality of stop members that limit an amount of movement of one of the ...

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Номер записи: 86
26-12-2013 дата публикации

Methods and apparatus for a modular crossing system

Номер: US20130340183A1
Автор: Gareth Rhys Thomas
Принадлежит: ATA Engineering Inc

A modular crossing system generally includes a set of modules and a set of segments (e.g., bridge segments). Each segment includes a subset of the set of modules, and at least a portion of the set of segments are configured to be rotateably interlocked with a subsequent segment such that the set of segments form a crossing assembly having a deployed state and a collapsed state. Each module of the set of modules may include a hinge pin opening configured to removeably accept one of the set of hinge pins. The set of segments may be rotateably interlocked via the set of hinge pins.

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Номер записи: 87
26-12-2013 дата публикации

Anchor for solar module

Номер: US20130340379A1
Автор: Matthew Danning
Принадлежит: SunPower Corp

An anchor for mounting one or more solar modules to a roof is disclosed. The anchor can comprise a clamp body comprising a central surface and a first arm extending from the central surface. The first arm can have a first clamping face. The clamp body can be sized and shaped to receive one or more webs extending from one or more solar modules. The anchor can include a rotatable clamp device coupled to the clamp body, the rotatable clamp device configured to press a first web of the one or more webs against the first clamping face. The anchor can also include a rotatable height adjustment member coupled to the rotatable clamp device, the rotatable height adjustment member configured to raise or lower at least the clamp body. The rotatable clamp device and the rotatable height adjustment member can be configured to rotate about the same axis.

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Номер записи: 88
26-12-2013 дата публикации

WELDLESS BUILDING STRUCTURES

Номер: US20130340382A1
Автор: DAYTON Lionel E., LUKES Richard W.
Принадлежит:

A building structure including a first building member and a second building member may be connected by a plurality of fasteners, each fastener having a head, a threaded portion having a through hardness of between HRB 70 and HRC 40, a thread-forming portion of at least HRC 50 hardness enabling the fastener to form threads in at least the second steel building member, and a fluted lead portion of at least HRC 50 hardness with a nominal diameter between 70 and 95% of major diameter, such that the fastener is capable of providing a ratio of strip torque to thread-forming torque of at least 3.0 and a ratio of strip torque to drive torque greater than 6.0 when the second steel building member having a thickness of 0.25 inch and the fluted lead portion having at least one diameter within nominal diameter between 80 and 98% of major diameter. 1. A stand-off fastener , comprising:a stand-off portion comprising an anchor end portion and a head end portion,a threaded portion integrally coupled to the head end portion along rotational axis of the stand-off fastener, anda thread-forming portion integrally coupled to the threaded portion along rotational axis of the stand-off fastener, having lobes adapted to enable formation of threads in the stand-off fastener,wherein the stand-off fastener is adapted to be screwed by the head end portion into metal decking and the stand-off portion is configured to encapsulate within concrete material formed on the metal decking.2. The stand-off fastener of claim 1 , further comprising:a fluted lead portion integrally coupled to the thread-forming portion along rotational axis of the stand-off fastener,wherein the fluted lead portion is configured to drill through metal decking, with the thread-forming portion forming threads in the metal decking as the stand-off fastener is screwed into the metal decking.3. The stand-off fastener of claim 1 , further comprising:a seat portion as part of the head end portion is provided to seat in surface ...

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Номер записи: 89
02-01-2014 дата публикации

Building Construction

Номер: US20140000183A1
Автор: Nicolas Jean Paul PERREN, Thomas Addison GRANT
Принадлежит: TEKTUM LTD

In one preferred from there is provided a building construction 136. The building construction comprises a body portion 140 having a floor extension 142 adapted to extend from the body portion 142 and provide a floor area 144 wherein the floor extension 142 includes a facility 146 for receiving a building module.

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Номер записи: 90
02-01-2014 дата публикации

DIAGONAL BRACE CONNECTOR AND METHOD

Номер: US20140000184A1
Автор: Armstrong James, HALL Brian
Принадлежит: ARMSTRONG ALUMINUM, INC.

A diagonal brace connector and method is disclosed. The connector includes an upper planar member and a lower planar member connected by a rigid webbing. A center screw boss is disposed continuously and laterally along the webbing. The screw boss is adapted to receive a screw fastened through a structural member and into the screw boss. A corner screw boss is along the corner between the webbing and the lower flange. The corner boss is similarly designed to accept a screw fastened through a structural member and into the screw boss. A pair of parallel grooves are formed in the webbing to provide a visual guide for the locations to install permanent fasteners. The alignment grooves are disposed such that the screw bosses of adjoining members do not interfere with the permanent fasteners. 1. A diagonal brace connector , the connector comprising:an upper planar member;a lower planar member;a rigid webbing connecting the upper planar member and the lower planar member; anda center screw boss disposed continuously and laterally along the webbing, wherein the center screw boss is configured to axially receive a screw fastened through a structural member and into the center screw boss.2. The connector of claim 1 , further comprising a corner screw boss disposed along a corner between the webbing and the lower flange claim 1 , wherein the corner boss is configured to axially receive a screw fastened through the structural member and into the corner screw boss.3. The connector of claim 2 , further comprising a pair of parallel alignment grooves etched in the webbing to provide a visual guide of locations to install permanent fasteners claim 2 , wherein the alignment grooves are disposed on each side of the center screw boss to avoid the permanent fasteners of adjoining connectors secured using the center and corner screw bosses.4. The connector of claim 3 , wherein the connector is C-shaped.5. The connector of claim 4 , wherein the permanent fasteners are sheet metal screws. ...

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Номер записи: 91
02-01-2014 дата публикации

Framing Structure

Номер: US20140000207A1
Автор: Housh Rahimzadeh, Marc Rahimzadeh
Принадлежит: Diversakore LLC

A framing structure includes elements that are integrally connected by a poured bonding core. The elements include a hollow-interior column and a beam having a cavity that is configured to receive a pourable bonding material. The hollow interior of the column and the cavity of the beam form a continuous volume that is configured to receive a pourable bonding material.

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Номер записи: 92
02-01-2014 дата публикации

Header and sill connector clips and related wall assemblies

Номер: US20140000213A1
Автор: Alastair Malcolm, James Alan Klein
Принадлежит: Individual

A connector clip configured to interconnect a sill member to a stud within a sheet-metal wall assembly is disclosed herein. The innovative connector clip comprises: a piece of sheet-metal that defines a planar web; and at least a first web flange perpendicular to the web. The innovative connector clip may be characterized in that the web includes at least a first transverse web slot positioned for receiving a first sill flange of the sill member when the sill member is positioned adjacent to one of the ends of the stud, and wherein the first transverse web slot defines a right angle with the first web flange.

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Номер записи: 93
02-01-2014 дата публикации

Foldable floor assembly for an expandable shelter

Номер: US20140001786A1
Автор: Justin M. White, Philp T. Cantin
Принадлежит: Individual

A foldable floor assembly, including an outboard floor panel apparatus including a bottom surface and a top usable surface generally extending in a floor plane and configured to be used when the foldable floor assembly is in an unfolded state and a pivot rail having an inboard surface, the pivot rail movable in a horizontal direction substantially parallel to the floor plane, wherein movement of the inboard surface of the pivot rail in the horizontal direction toward the outboard floor panel apparatus imparts a moment onto the outboard floor panel apparatus when the bottom surface of the outboard floor panel apparatus and the inboard surface of the pivot rail are in contact with one another.

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Номер записи: 94
09-01-2014 дата публикации

SYSTEM FOR MODULAR BUILDING CONSTRUCTION

Номер: US20140007522A1
Автор: Wallance David
Принадлежит: GLOBAL BUILDING MODULES, INC.

Construction systems for erecting building structures comprise a plurality of prefabricated interconnectable modular building units, each unit comprising framing members and a plurality of nodes, each node situated for selective interconnection with other units, the nodes and the exterior dimensions of the frame conforming to ISO shipping standards such that each unit is transportable using the ISO intermodal transportation system, and such that when the units are interconnected, a building structure is formed, each unit never before having been used as a container for transporting products unrelated to the system for modular building construction. The modular units are assembled at a remote location, and are there constructed to a semi-finished state, following which the semi-finished modular units are transported from the remote location to the job site, where they are secured to form the structure being erected, and the semi-finished modular units are thereafter constructed to a finished state. 1. A system for building construction comprising a plurality of interconnectable pre-fabricated modular building units configurable in tandem to create a habitable building space , each unit comprising a frame shaped as a rectangular parallelopiped and comprised of framing members and a plurality of nodes , each node situated at a corner of said frame for selective interconnection with other units , the nodes and the exterior dimensions of the frame meeting the ISO International Standards for intermodal transport , wherein each modular building unit has never before been used as a container for transporting products unrelated to the system for building construction.2. A system in accordance with wherein said framing members comprise a plurality of edge rails.3. A system in accordance with wherein said plurality of edge rails comprises four lower rails intersecting to form a first rectangle situated in a first plane claim 2 , four upper rails intersecting to form a second ...

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Номер записи: 95
09-01-2014 дата публикации

Roof Mount Sealing Assembly

Номер: US20140007532A1
Автор: Kreutzman David, Schaefer Richard F., Tamm Don N.
Принадлежит: D Three Enterprises, LLC

A variety of roof mount sealing assemblies are disclosed. The roof mount sealing assemblies allow a user to mount rails for solar panels, signs, satellite dish or any other desired item on the roof and have the mounting location sealed against water. The roof mount sealing assemblies has a body with a recess for a flexible washer, which is attached to a bolt body (or formed with the bolt body) and threaded either down in a base plate or directly into the roof. The bolt body and body form a double stud assembly, which also holds a flashing onto the roof to provide further water proofing. 1. A roof standoff device for use in mounting an object to a roof , said standoff device comprising:a base bracket having at least one mounting hole for receiving an attachment element for attaching the base bracket to a roof surface, said base bracket further including a first threaded attachment element; a raised section with an upper surface and an aperture extending through said raised section, wherein said aperture is configured for alignment with said first threaded attachment element of said base bracket;', 'a flange extending beyond a base of said raised section, wherein, when disposed over said base bracket on the roof surface, an inside surface of said raised section receives and surrounds said base bracket and said flange rests on the roof surface;, 'a flashing havinga core body having a first end and a second end, said second end having a contact surface;a second threaded attachment element associated with said second end of said core body, said second threaded attachment element configured to threadably engage said first threaded attachment element, wherein, upon said first and second threaded attachment elements being threadably engaged, said flashing is compressed between said base bracket and said second end of said core body; andsaid core body having a third attachment element disposed proximate to said first end for attaching an object to said core body.2. The ...

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Номер записи: 96
09-01-2014 дата публикации

Multi-piece truss plate for use in joining two structural members

Номер: US20140007541A1
Автор: Ian A. Hill
Принадлежит: Oz Post International LLC

A first structural member and a second structural member meet at a joint of a truss triangular unit. A bridge plate includes a central portion that spans across the joint. The bridge plate includes a first peripheral portion extending from the central portion in a direction of the first structural member and a second peripheral portion extending from the central portion in a direction of the second structural member. Each peripheral portion includes a slot and a first opening. A stirrup plate is provided for each peripheral portion. Each stirrup plate includes an interlocking mounting flange having an extending tab member received by the slot and a second opening aligned with the first opening. A mounting device extends through the aligned first and second openings to secure the stirrup plate and bridge plate to the underlying structural member.

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Номер записи: 97
09-01-2014 дата публикации

System for recording information associated with hail storm event and determining structure damage based on same

Номер: US20140007703A1
Автор: Carl Edwin Martin
Принадлежит: Hail Signature Technologies LLC

A hail strike recording device is operable to provide quantifiable information about a hail storm event experienced by a roof. The recording device is operable to be installed on a roof and includes a panel component and a mounting assembly. The panel component presents a hail impact zone to sense one or more hail strikes, with the recording device operable to provide recorded data associated with the sensed one or more hail strikes.

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Номер записи: 98
09-01-2014 дата публикации

Roof Mount Sealing Assembly

Номер: US20140008506A1
Автор: Kreutzman David, Schaefer Richard F., Tamm Don N.
Принадлежит: D Three Enterprises, LLC

A variety of roof mount sealing assemblies are disclosed. The roof mount sealing assemblies allow a user to mount rails for solar panels, signs, satellite dish or any other desired item on the roof and have the mounting location sealed against water. The roof mount sealing assemblies has a body with a recess for a flexible washer, which is attached to a bolt body (or formed with the bolt body) and threaded either down in a base plate or directly into the roof. The bolt body and body form a double stud assembly, which also holds a flashing onto the roof to provide further water proofing. 1. A roof mount , comprising:a bracket adapted for attachment to a roof surface, said bracket further including a first threaded attachment element; a raised section defining a protrusion on said top surface and a recess in said bottom surface and having an aperture extending there through, wherein said aperture is configured for alignment with said first threaded attachment element of said bracket; and', 'a flange extending about a periphery of a base of said raised section, wherein, when disposed over said base bracket on the roof surface, said recess in said bottom surface of said sheet member receives and surrounds said base bracket and said bottom surface of said flange rests on the roof surface., 'a sheet member having a top surface and a bottom surface for disposition facing the roof surface, said sheet member further including2. The apparatus of claim 1 , wherein at least a portion of said raised section surrounding said aperture comprises a planar surface.3. The apparatus of claim 1 , wherein said bracket further includes:a top surface at least partially surrounding said first threaded attachment element;a bottom surface configured to rest on the roof surface, wherein a thickness between said top surface and said bottom surface is substantially equal to a depth of said recess.4. The apparatus of claim 3 , wherein a bottom surface of said recess is juxtaposed on said top ...

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Номер записи: 99
16-01-2014 дата публикации

ENCLOSURE STRUCTURE AND ASSOCIATED METHODS FOR ASSEMBLING AND DISASSEMBLING SAME

Номер: US20140013676A1
Автор: Freitag Nicolas, Stubler Jérôme
Принадлежит: TERRE ARMEE INTERNATIONALE

An enclosing structure () comprising a backfill () and a roof (), wherein the roof rests on the backfill and is attached to it. 1. An enclosing structure comprising a backfill and a roof , wherein the roof rests on the backfill and is attached to it.2. An enclosing structure according to claim 1 , wherein the backfill is reinforced by means of at least one reinforcement situated at least partially inside the backfill.310. An enclosing structure according to claim 2 , wherein at least one reinforcement used to reinforce the backfill is connected to a facing () defining an outside boundary for the backfill.4. An enclosing structure according to claim 1 , wherein the roof is attached to the backfill by means of anchoring systems which each comprise an anchoring element positioned inside a lower portion of the backfill or immediately under a bottom face of the backfill and at least one tie connecting the anchoring element and the roof through the backfill.5. An enclosing structure according to claim 4 , wherein said tie of each anchoring system is encased in a sheath to prevent direct contact between said tie and the backfill.6. An enclosing structure according to claim 4 , wherein said tie claim 4 , through the backfill claim 4 , of each anchoring system is prestressed between the anchoring element and the roof.7. An enclosing structure according to claim 1 , wherein the roof is placed on a capping beam atop the backfill.8. An enclosing structure according to claim 1 , wherein the roof comprises at least one sheet extending from a peripheral compression ring with the aid at least one network of cables which includes taut spokes substantially perpendicular to the compression ring.9. An enclosing structure according to claim 7 , wherein the capping beam and/or the compression ring is weighted inside and/or at the top in a manner that creates or reinforces the uplift resistance of the roof.1012132. An enclosing structure according to wherein the compression ring () is ...

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Номер записи: 100