СОЕДИНИТЕЛЬНАЯ КОНСТРУКЦИЯ ДЛЯ МОНТАЖНЫХ ЭЛЕМЕНТОВ СИСТЕМЫ ЛЕСОВ И ПРЕДНАЗНАЧЕННЫЕ ДЛЯ НЕЕ БЛОК МУФТЫ И РАМА ЛЕСОВ

FIELD: scaffolding and connection structure thereof. SUBSTANCE: connection structure comprises scaffolding frames, having posts and cross-bars connecting posts. Corner plates are arranged in each connection area between cross-bar and scaffolding post and have corner depression made in above connection area. Corner depression is adapted for coupling unit fastening to scaffolding post. Additional depression is created approximately at corner depression height and offset inwards relative corner depression. Additional coupling unit having the first and the second coupling members is also provided. Scaffolding tube may be connected to the first coupling member. The second coupling member may be secured inside additional depression of corner plate to provide form closure or force closure. EFFECT: increased simplicity of scaffolding assembling and disassembling. 21 cl, 8 dwg ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (51) ÌÏÊ 7 (11) 2 256 044 (13) C2 E 04 G 1/15 ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÎÏÈÑÀÍÈÅ ÈÇÎÁÐÅÒÅÍÈß Ê ÏÀÒÅÍÒÓ (21), (22) Çà âêà: 2003128102/03, 19.02.2002 (72) Àâòîð(û): ÊÐÅËËÅÐ Õåëüìóò (DE) (24) Äàòà íà÷àëà äåéñòâè ïàòåíòà: 19.02.2002 (73) Ïàòåíòîîáëàäàòåëü(ëè): ÂÈËÜÕÅËÜÌ ËÀÉÅÐ ÔÅÐÌÅÃÅÍÑÔÅÐÂÀËÜÒÓÍÃÑ-ÃÌÁÕ (DE) (30) Ïðèîðèòåò: 22.02.2001 DE 20103131.0 R U (43) Äàòà ïóáëèêàöèè çà âêè: 10.03.2005 (45) Îïóáëèêîâàíî: 10.07.2005 Áþë. ¹ 19 2 2 5 6 0 4 4 (56) Ñïèñîê äîêóìåíòîâ, öèòèðîâàííûõ â îò÷åòå î ïîèñêå: CH 406603 A, 31.01.1966. DE 20005629 U, 29.06.2000. SU 446606 A1 15.10.1974. RU 2131008 Ñ1, 27.05.1999. (85) Äàòà ïåðåâîäà çà âêè PCT íà íàöèîíàëüíóþ ôàçó: 22.09.2003 (86) Çà âêà PCT: DE 02/00567 (19.02.2002) 2 2 5 6 0 4 4 R U Àäðåñ äë ïåðåïèñêè: 129010, Ìîñêâà, óë. Á.Ñïàññêà , 25, ñòð.3, ÎÎÎ "Þðèäè÷åñêà ôèðìà Ãîðîäèññêèé è Ïàðòíåðû", ïàò.ïîâ. Ã.Á. Åãîðîâîé C 2 C 2 (87) Ïóáëèêàöè PCT: WO 02/066767 (29.08.2002) (54) ÑÎÅÄÈÍÈÒÅËÜÍÀß ÊÎÍÑÒÐÓÊÖÈß ÄËß ÌÎÍÒÀÆÍÛÕ ÝËÅÌÅÍÒΠÑÈÑÒÅÌÛ ËÅÑÎÂ È ÏÐÅÄÍÀÇÍÀ×ÅÍÍÛÅ ÄËß ÍÅÅ ÁËÎÊ ÌÓÔÒÛ È ÐÀÌÀ ...

ОПОРНЫЙ ЭЛЕМЕНТ ОПАЛУБКИ

Данное изобретение относится к опорному элементу опалубки и к каркасной конструкции, образованной по меньшей мере парой соседних опорных элементов опалубки. Опорный элемент опалубки содержит по меньшей мере два разнесенных вертикальных элемента, по меньшей мере один соединительный элемент, связывающий указанные вертикальные элементы с образованием, таким образом, жесткого опорного элемента опалубки, причем каждый вертикальный элемент содержит набор крепежных средств, расположенных с интервалами вдоль указанного элемента для прикрепления к нему с возможностью отсоединения по меньшей мере одного стяжного элемента, проходящего между соседними опорными элементами опалубки с образованием каркасной конструкции. 3 н. и 8 з.п. ф-лы, 18 ил.

ТРУБА СТРОИТЕЛЬНЫХ ЛЕСОВ ДЛЯ КОНСТРУКТИВНОЙ СИСТЕМЫ СТРОИТЕЛЬНЫХ ЛЕСОВ И ЭЛЕМЕНТ СТРОИТЕЛЬНЫХ ЛЕСОВ

Изобретение относится к трубе строительных лесов, а также к элементу строительных лесов, имеющему такую трубу строительных лесов. Техническим результатом является создание трубы строительных лесов, которая позволяла бы осуществлять простое и быстрое возведение и демонтаж конструктивной системы строительных лесов с высокой степенью устойчивости строительных лесов. Технический результат достигается тем, что труба строительных лесов для конструктивной системы строительных лесов имеет ось трубы, которая продолжается от первого осевого конца трубы до противоположного второго осевого конца трубы, принимающий участок, который выполнен на первом осевом конце трубы, и вставляемый участок, который выполнен на втором осевом конце трубы, и который имеет уменьшенное поперечное сечение по сравнению с принимающим участком и заканчивается радиальным заплечиком, который образует кольцевую опорную поверхность, которая направлена в сторону вставляемого участка, причем внутренний диаметр (d 1,i ) принимающего участка больше, чем внешний диаметр (d 2,а ) вставляемого участка, так что в принимающий участок может быть вставлена смежная труба строительных лесов, имеющая идентичный вставляемый участок, при этом труба строительных лесов изготовлена в виде цельного элемента, а стенка трубы строительных лесов на первом осевом конце трубы имеет максимальную толщину стенки, а в другом месте имеет меньшую толщину стенки, а также технический результат достигается тем, что элемент строительных лесов имеет, по меньшей мере, одну трубу строительных лесов и поперечный несущий элемент, который прочно прикреплён к трубе строительных лесов, причём поперечный несущий элемент расположен перпендикулярно относительно трубы строительных лесов на принимающем участке или на промежуточной области трубы строительных лесов. 2 н. и 16 з.п. ф-лы, 6 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 633 605 C2 (51) МПК E04G 1/06 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ...

СТРОИТЕЛЬНЫЕ ЛЕСА, В КОТОРЫХ РАМЫ ПЕРИЛ ИМЕЮТ СЕКЦИИ СТОЕК

FIELD: construction. SUBSTANCE: scaffold comprises several systems of structural frames located at the distance from each other, which are arranged one above another, and also railing frames, which stretch between structural frames and connect them between each other, at the same time the structural frames comprise two stands, connected to each other by means of a crosspiece, at the same time the rear side of the scaffold leans against a building, and railing frames are on the front side, and each one comprises two segments of the stands, and also rails, which stretch between segments of stands and connect sections of stands between each other, besides, the stand of each structural frame, arranged on the front side, is shorter than the stand arranged on the rear side. The stand arranged on the front side stretches downwards from the tier decking on the front side of the scaffold and is the lower part of the tier, and each structural frame comprises an additional stand, which is arranged between both stands and has the same length as the stand located on the rear side, at the same time several additional horizontal crosspieces, which stretch between stands and are at the distance from each other in the vertical direction, are arranged between both long stands. EFFECT: simplified assembly of a scaffold, simplified fixation of rails of a new tier, higher safety, prevention of possibility for unauthorised people to enter a scaffold. 7 cl, 4 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 476 652 (13) C2 (51) МПК E04G 1/14 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21)(22) Заявка: 2009135481/03, 19.03.2008 (24) Дата начала отсчета срока действия патента: 19.03.2008 (73) Патентообладатель(и): ФОРРЕСТЕР АНД ГРАНДВИЛЛЕ ТРАДИНГ С.А. (PA) R U Приоритет(ы): (30) Конвенционный приоритет: 19.03.2007 NL 2000547 (72) Автор(ы): БУИТЕНДИЙК Дик (NL) (43) Дата публикации заявки: 27.04.2011 Бюл. № 12 2 4 7 6 6 5 2 (45) Опубликовано: 27. ...

Patent RU2016137821A3

`”ВУ“” 2016137821`” АЗ Дата публикации: 10.07.2018 Форма № 18 ИЗ,ПМ-2011 Федеральная служба по интеллектуальной собственности Федеральное государственное бюджетное учреждение ж 5 «Федеральный институт промышленной собственности» (ФИПС) ОТЧЕТ О ПОИСКЕ 1. . ИДЕНТИФИКАЦИЯ ЗАЯВКИ Регистрационный номер Дата подачи 2016137821/03(059760) 03.03.2015 РСТ/АЧ2015/000116 03.03.2015 Приоритет установлен по дате: [ ] подачи заявки [ ] поступления дополнительных материалов от к ранее поданной заявке № [ ] приоритета по первоначальной заявке № из которой данная заявка выделена [ ] подачи первоначальной заявки № из которой данная заявка выделена [ ] подачи ранее поданной заявки № [Х] подачи первой(ых) заявки(ок) в государстве-участнике Парижской конвенции (31) Номер первой(ых) заявки(ок) (32) Дата подачи первой(ых) заявки(ок) (33) Код страны 1. 2014900722 04.03.2014 АО Название изобретения (полезной модели): [Х] - как заявлено; [ ] - уточненное (см. Примечания) КОНТЕЙНЕР ДЛЯ ЭЛЕМЕНТОВ КАРКАСА Заявитель: ФОРМ 700 ПТИ ЛТД, АЦ 2. ЕДИНСТВО ИЗОБРЕТЕНИЯ [Х] соблюдено [ ] не соблюдено. Пояснения: см. Примечания 3. ФОРМУЛА ИЗОБРЕТЕНИЯ: [Х] приняты во внимание все пункты см. п см. Примечания [ ] приняты во внимание следующие пункты: [ ] принята во внимание измененная формула изобретения (см. Примечания) 4. КЛАССИФИКАЦИЯ ОБЪЕКТА ИЗОБРЕТЕНИЯ (ПОЛЕЗНОЙ МОДЕЛИ) (Указываются индексы МПК и индикатор текущей версии) ЕОЧО 5/00 (2006.01) ЕОЧО: 1/24 (2006.01) ЕОЧО: 1/15 (2006.01) В650 19/00 (2006.01) 5. ОБЛАСТЬ ПОИСКА 5.1 Проверенный минимум документации РСТ (указывается индексами МПК) В65р 19/00-19/44; Е04С 1/00-1/38; Е04С 5/00-5/16. 5.2 Другая проверенная документация в той мере, в какой она включена в поисковые подборки: 5.3 Электронные базы данных, использованные при поиске (название базы, и если, возможно, поисковые термины): РУРТ ЕАРАТГУ, Ебрасепев, Раеагсв, КОРТО, ОРТО 6 ДОКУМЕНТЫ, ОТНОСЯЩИЕСЯ К ПРЕДМЕТУ ПОИСКА Кате- Наименование документа с указанием (где необходимо) частей, Относится к гория ...

РАМНЫЙ ЭЛЕМЕНТ

FIELD: frame member for vertically installed frame of stationary and/or movable scaffolds and prefabricated structural members. SUBSTANCE: as a rule, scaffolds are made either movable or stationary. The structures designed for both modifications are mostly too massive and complicated, which prevents their wide employment. The invention eliminates these shortcomings due to the fact that the deck-platforms are installed on the frames of scaffolds for replacement, and the frame members are furnished with a raster for coupling members of the other parts of the structure. EFFECT: very enhanced torsional rigidity, enhanced possibility of modular employment. 18 cl, 6 dwg 0950г с ПЧ ГЭ (19) РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ ВИ "” 2140 505 ' ОМК 04 С 1/14 13) СЛ 12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21), (22) Заявка: 97102111103, 24.05.1995 (24) Дата начала действия патента: 24.05.1995 (30) Приоритет: 08.07.94 (30) Приоритет: 08.07.1994 ОЕ С 9410743.2 Ц (46) Дата публикации: 27.10.1999 (56) Ссылки: СВ 2032504 А, 08.05.80. 4$ 3390741 А, 02.07.68. 4$ 4891926 А, 01.09.90. ЕК 246899 АЛ, 17.10.60. $Ц 139803 А, 28.08.71. ЗЧ 76505 А, 01.08.47. (85) Дата перевода заявки РСТ на национальную фазу: 08.02.97 (86) Заявка РСТ: ЕР 95/01972 (24.05.95) (87) Публикация РСТ: М/О 96/01933 (25.01.96) (98) Адрес для переписки: 103064, Москва, ул.Казакова, д.16, НИИР - Канцелярия "Патентные поверенные Квашнин, Сапельников и Партнеры" (71) Заявитель: Краузе-Верк ГмбХ унд Ко. КГ (ОЕ) (72) Изобретатель: Краузе Гюнтер (0Е) (73) Патентообладатель: Краузе-Верк ГмбХ унд Ко. КГ (ОЕ) С1 2140505 (54) РАМНЫЙ ЭЛЕМЕНТ (57) Реферат: Изобретение касается рамного элемента для вертикально устанавливаемой рамы стационарных и/или передвижных подмостей и предварительно изготовленных конструктивных элементов. Подмости выполняются, как правило, либо передвижными, либо стационарными. Конструкции, предназначенные для обоих вариантов применения, большей частью являются слишком ...

СТРОИТЕЛЬНЫЕ ЛЕСА С ЗАХВАТОМ ДЕРЖАТЕЛЯ ЛЕСОВ И ИСПОЛЬЗОВАНИЕ ВЫЕМКИ В СТОЙКЕ ЛЕСОВ

FIELD: construction.SUBSTANCE: invention relates to scaffolds, in particular facade scaffolds, including an inner frame, an external rack and a transverse bolt between the inner pillar and the outer pillar. Scaffolds(2) in the form of facade scaffolding include an inner pillar (4), an outer pillar (6) and a transverse bolt (8) between the inner pillar (4) and the outer pillar (6), inner post (4) has, on the hollow portion (10) of the post, a first receiving through hole (14) for the screed (34) for attaching the scaffold holder (46) maximum distance (AM1) of the first receiving through-hole (14) from upper side (12) of transverse bolt (8) is not more than 300 mm, first receiving through-hole (14) is located below upper side (12) of transverse bolt (8) or is arranged above upper side (12) of transverse bolt (8) as first longitudinal hole (16), and wherein scaffold (2) further includes scaffold holder (46), wherein scaffold (2) includes screed (34) for attaching scaffold holder (46) and fixing element (38) for securing screed (34) (10) of rack, fixing element (38) is retained without the possibility of falling out on coupler (34), coupler (34) is fixed to inner post (4), due to the fact that fixing element (38) engages first receiving through recess (14), and scaffold holder (46) is secured by means of screed (34) to inner strut (4), scaffold holder (46) being supported by screed (34).EFFECT: technical result is the simplification and acceleration of the process of mounting the forest holder on forests.16 cl, 8 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 666 821 C1 (51) МПК E04G 1/14 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04G 1/14 (2018.05) (21)(22) Заявка: 2017135239, 07.04.2016 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): ПЕРИ ГМБХ (DE) Дата регистрации: 12.09.2018 (56) Список документов, цитированных в отчете о поиске: DE 3218046 A1, 17.11.1983. US 2593122 A, 15.04 ...

Verlängerungsteil zur Anordnung auf einem Grundgerüst eines Baugerüstes

Steckverbindung zwischen den Stielen eines Geruestes

Rahmenelement

Scaffolding side frame

A scaffolding side frame, arranged to be used in an associated multi-level scaffolding structure, in which the side frame comprises at least one substantially horizontal tube 11, a pair of vertical side tubes 12 which depend from the horizontal tube, and four fasteners 17, 17' one adjacent each corner of the frame, to directly contact an adjacent vertical component of the scaffolding structure to secure the side frame. In use, horizontal tube 11 provides a safety rail to the support platform of a given level of a scaffolding structure. In use, a lower part of the side frame and the lower fasteners 17 extend below said given level of the scaffolding structure. The two lower fasteners 17 are latched hooks to retain any adjacent vertical component within the hook. The upper fasteners 17' may be U-shaped to receive a vertical scaffolding component. The side frame is raised and mounted into an operating position from the level below said given level. In use, the side frame becomes and remains ...

Scaffold Standard.

... 26,546. Blake, F. Nov. 16. Scaffolding and staging. - Scaffold standards are formed of converging side-pieces A, distance-pieces B, and foot-pieces C, and support putlogs D and staging E.

An access tower

SCAFFOLDING

... 1393159 Scaffolding SOC NOUVELLE DES ECHAFAUDAGES TUBULAIRES MILLS 14 Aug 1972 [16 Sept 1971] 37822/72 Heading E1S Scaffolding comprises vertical uprights 1 con nected end-to-end, and bracing frames 4 interconnecting the uprights, each frame 4 comprising a cross-member 5 having at its ends engaging means, e.g. spigots 6, co-operating with engaging means e.g. sockets 3, on the uprights 1, and a further member 7 secured at an angle to the cross-member 5 and having at its remote end securing means 8 for connecting to the adjacent bracing frame 4. The frames 4 are preferably triangular, with the connecting means 8 at the apex engaging the adjacent frame's cross-bar 5. The uprights 1 may have sockets 2 at their lower ends to engage over the next lower uprights and to prevent removal of the spigots 6 from the sockets 3 near the tops of the lower uprights. Where extension elements 9 are telescopically located in the uprights 1, e.g. at the top of a tower, they are interconnected by frames 13 similar ...

STRUCTURAL SPACE FRAME

... 1432785 Scaffolding component W NICHOLS 4 Nov 1974 [23 Nov 1973] 54448/73 Heading E1S A ladder-like scaffolding component comprises elongate, rectangular-sectioned hollow members 1 connected together by equi-spaced pairs of angle-sectioned cross braces 2, the spacing between each pair being the same as that between the centres of the members 1. Similar, or other components can be connected to the ladder-like component via, e.g. a bolt whose head is located behind the hollow member 1, as shown in Fig. 4.

STORAGE UNIT

A BASE FRAME FOR A WORK TOWER

FORMWORK SYSTEM

A lightweight formwork system comprises a plurality of vertically disposable main legs (10), ledger frames (12) each interconnecting and being releasably securable to adjacent pairs of main legs, horizontally spaced apart horizontally disposed primary beams (14) and horizontally spaced apart horizontally disposed secondary beams (16). The aforesaid components, together with the majority of the other components of the system, are formed of an aluminium alloy by extrusion or casting as the case may be. The ledger frames (11) are also supported relative to the main legs (10) by bracing (28) whereby the primary beams (14) may be supported directly on the ledger frames.

FORMWORK SYSTEM

SCAFFOLD

SCAFFOLD FRAME

Glued ledger head

Improvements in and relating to scaffolding

Improvements in or relating to scaffold structures including prefabricated frame works

... 1,023,921. Scaffolding lattice girders grandstands. H. S. EVANS. March 12, 1962 [March 17 1961], No. 9829/61. Headings E1A, E1K and E1S. A unit for constructing scaffolding comprises an upright 15, Fig. 2, having a spigot 18 at one end, a socket 20 at the other for receiving the spigot of another unit and extending from the stem, an arm 24 having on its free end a lug 23 for engagement with sockets 21 on the upright of another unit. The arm may be inclined to the upright or a second arm may extend from the upright forming a T-shaped member or two arms may extend from the same side. Each arm has a brace 17. Scaffolding erected from these units are described, L and T-shaped units being arranged alternately above one another on opposite sides of adjacent storeys of the scaffold. The scaffold is mounted on adjustable base plates on which are mounted base members comprising an upright, Fig. 4 (not shown) having a top socket for a spigot 18 of a scaffold unit and one or two horizontal arms 16 ...

SCAFFOLDING

A SCAFFOLD PLATFORM AND AN ASSEMBLY KIT FOR A SCAFFOLD PLATFORM

Scaffolding

PREFABRICATED SCAFFOLDING

... 1511277 Scaffolding; lattice towers SOC FRANCAISE DES ECHAFAUDAGES SELFLOCK 11 Sept 1975 [12 Sept 1974] 37456/75 Headings E1K and E1S A scaffold element, from a plurality of which a tower may be assembled, comprises an upright 1 connected by a horizontal crossbar 2 and by an inclined brace 4 to a sleeve 3, the upright protruding at 1a and 1b beyond the cross-bar 2 and brace 4 by equal distances a, the sleeve 3 also protruding beyond the cross-bar 2 by the same distance a, and the sleeve 3 having a length h approximately equal to twice a, and internal dimensions corresponding to the external dimensions of the upright 1. The elements are arranged in opposed, parallel pairs to form a rectangular tower, adjacent elements at right angles being relatively inverted, with ends 1a, 1b of uprights 1 received in respective sleeves 3. Accessories include upper and lower screw-jacks 14 and 5 engaged in the uprights 1, and lateral and diagonal cross-bars 9 and 11 having sockets at their ends.

PREFABRICATED SCAFFOLDING

... 1515395 Scaffolding SOC FRANCAISE DES ECHAFAUDAGES "SELF-LOCK" 22 Sept 1975 [11 April 1975] 38872/75 Heading E1S Scaffolding comprises transverse frames 2 with unequal length uprights 8, 9, and longitudinal frames 1 with end uprights 3, 4 which are, e.g. spigoted and socketed into engagement with uprights 9 along one side of the scaffolding: platform elements 23, 23a are also provided, having end flanges which extend down into the troughs of channelsectioned elements 10 of the transverse frames. Further, intermediate braces 30, 30a are provided, with mating end sleeves 31, 32 which interconnect over the upright connections. End frames 20 are provided with end couplings 17 for supporting said end frames on the ends of member 5 of the longitudinal frames and over cross-braces 14 of reinforcing members 12 of the transverse frames, said members 12 being arranged to give clearance thereunder for workmen. Joint locking members 34 which pass through the spigot and socket upright connection also ...

Scaffolding.

Dismountable construction.

PREFABRICATED STAND

STAND

STAND CONSTRUCTION

VORGEFERTIGTES GERUEST

SUPPORT ARM FUR LEADER

BAUGERUST

STAND

PREFABRICATED STAND

FRAMEWORK ADAPTER FOR GROUPS OF STANDS

FRAMEWORK ELEMENT

From shots compound, linked up framework carrying construction

From prefabricated elements existing stand

Detachable mast with square cross section, in particular preparation support

DETACHABLE FACADE SCAFFOLDING

Scaffolding for supporting heavy loads

A container for framework elements

The present invention relates to a container for parts of a shoring or scaffold system, the container comprising at least one mounting point for at least a part of the scaffold system, wherein in use, when the part is in its in use position, at least a portion of the part is engageable with the mount, and when the part is not in use, the container is adapted to carry the part. In use, the container is multipurpose, in that it is adapted to carry scaffold parts, or serve as a platform for the scaffold. When not in use, the container is adapted to be or be stored within the footprint of the scaffold.

Scaffold and methods for installing or removing such a scaffold

The invention relates to a scaffold (20) and to methods for installing or removing such a scaffold (20), which is constructed of at least two vertical frames (25.1, 25.2) and at least two connecting elements (28.1, 28.2) that each extend substantially horizontally, having the following characteristics: a) at least one vertical frame (25.2) of the vertical frames (25.1, 25.2) is placed onto one vertical frame (25.1, 25.2) of the vertical frames (25.1, 25.2), wherein a vertical frame arrangement (39.1, 39.2) in the form of a vertical frame support (48.1, 48.2) is formed; b) the vertical frames (25.1, 25.2) of the vertical frame support (48.1, 48.2) each comprise at least two parallel vertical supports (30.1, 30.2, 30.3, 30.4), which are arranged at a horizontal distance (31); c) the vertical frames (25.1, 25.2) of the vertical frame support (48.1, 48.2) each comprise at least two parallel horizontal arms (35.1, 35.2, 35.3, 35.4), which are arranged at a vertical distance (36.1, 36.2); d) ...

Dismountable facade scaffold

TEMPORARY BRACING SYSTEM FOR INSULATED WALL FORM AND METHOD

A system and method for securing an insulated concrete wall form to a bracing structure such as a scaffolding frame to keep the form straight and plumb during construction. The system uses anchoring and tensioning members, which may be formed as pieces separate or integrally as a single piece to hold the bracing structure against insulated panels of the insulated concrete wall form. Openings may be cut through the insulated panels to provide a pathway for the tensioning member. The anchoring member is positioned against an inner face of the insulated panel. A portion of the anchoring member or the tensioning member extends into the wall form concrete receiving space to fix the system in place once the concrete sets. The tensioning member may be disposed through one of the openings, around the bracing structure and through the other opening and around the anchor member to maintain the tension. Alternatively, the tensioning member may be disposed through an interface between upper and lower ...

SCAFFOLDING PIPE OF A STRUCTURAL SCAFFOLDING SYSTEM AND SCAFFOLDING ELEMENT

The invention relates to a scaffolding tube (10) of scaffolding, having a tube axis (A), which extends from a first axial tube end (12) to an opposite second axial tube end (14), a receiving segment (16) provided at the first axial tube end (12), and an insertion segment (18), which is provided at the second axial tube end (14) and which has a cross-section that is reduced with respect to the receiving segment (16) and which ends with a radial step (22), which forms a bearing surface (24) directed toward the insertion segment (18), wherein the inside diameter (du) of the receiving segment (16) is greater than the outside diameter (d2,a) of the insertion segment (18), so that an adjacent scaffolding tube (10) having an identical insertion segment (18) can be inserted into the receiving segment (16). The receiving segment (16) has exactly one positioning groove (26) at the first axial tube end (12), which positioning groove is discontinuous or continuous in a circumferential direction and ...

SCAFFOLD WITH SCAFFOLD HOLDER RECEPTACLE AND USE OF AN APERTURE IN A SCAFFOLD POLE

A scaffold (2), in particular a facade scaffold, including an inner pole (4), an outer pole (6) and a scaffold cross-bar (8) between the inner pole (4) and the outer pole (6), characterized in that in a hollow pole portion (10), the inner pole (4) comprises a first receiving through-aperture (14) for a coupling for the attachment of a scaffold holder, and in that a maximum distance between the first receiving through-aperture (14) and a top side (12) of the scaffold cross-bar (8) is no more than 300 mm, wherein the first receiving through-aperture (14) a) is arranged below the top side (12) of the scaffold cross-bar (8), or b) is realized above the top side (12) of the scaffold cross-bar (8) as a first elongated hole (16), wherein the longitudinal axis (30) of the first elongated hole (16) is aligned, in particular, parallel to the pole longitudinal axis (32) of the hollow pole portion (10). The invention simplifies and accelerates the operation of assembling a scaffold holder on a scaffold ...

APPARATUS AND METHOD FOR A MODULAR SUPPORT AND LIFTING SYSTEM

An apparatus and method for a modular structural support and elevating syste m for constructing temporary support structures. The system includes providing a p lurality of generally identical building elements or cribs (100). The cribs (100) are generally bo x shaped, and a first crib (100') may be mated to a second crib (100") for forming elongate support str uctures. The cribs (100) also have an opening (112) on each non-mating side (106) able to recei ve various mounting components. The cribs (100) further include connecting hardware for releasab ly connecting the cribs (100) to one another. A hydraulic jacking system (242) may be used wit h the cribs (100) for progressively elevating or lowering a structure.

Baugerüst.

Baugerüst.

Scaffale metallico

Gerüst an einem Bauwerk.

Echafaudage

Echafaudage

Echafaudage

Echafaudage à éléments emboîtés

Ensemble d'éléments préfabriqués pour l'érection d'une construction

Echafaudage démontable

Jeu d'éléments pour la constitution d'échafaudages

Chevalet démontable

Echafaudage démontable.

Baugerüst.

Construction tubulaire démontable

Ponteggio costituito da elementi prefabbricati

Gerüst

Echafaudage comportant des éléments préfabriqués assemblés par emboîtement

Ponteggio

Zerlegbares Gerüst

Rohrrahmen für Baugerüste

Echafaudage tubulaire

Baugerüst

Baugerüst

Echafaudage-tour

SATZ VON BAUELEMENTEN ZUR BILDUNG VON TRAG- UND STUETZWERKEN ODER TEILEN ODER MODELLEN DAVON.

ECHAFAUDAGE.

Rohrgerüst

Baukonstruktionselement und Verwendung von solchen zur Errichtung von Gerüsten oder Masten

Zerlegbares Gerüst

Stahlgerüst, insbesondere Baugerüst

Echafaudage

Zerlegbarer Mast, insbesondere Rüststütze

Jeu d'éléments d'échafaudage

Echafaudage comportant plusieurs ensembles préfabriqués

Construction démontable

Turmartiges Baugerüst

Aus Bauelementen zusammengesetzte Fachwerkstütze

Echafaudage

Verfahren zum Herstellen eines Fassadengerüstes, Gerüstelement zur Durchführung dieses Verfahrens und Gerüst, hergestellt nach dem Verfahren

BAUGERUEST.

METAL TUBE STAND.

Pivoting Horizontal and Vertical Scaffold Members and a Method of Erecting an Offset Scaffold Platform

One embodiment of the invention is a horizontal scaffold truss that has upper and lower horizontal scaffold members offset but fixedly joined with braces. Each upper and lower members have a connector positioned on each end of the respective lower and upper members, where at least one of the connectors is pivotally mounted on the respective lower or upper connector, and the connecters are engageable with an annular member positioned on a vertical scaffold member. 1. A scaffold horizontal truss comprising an upper horizontal member and a lower horizontal member , each separated from the other but fixedly joined with at least one bracing member , each horizontal member having a first and second end respectively , first connectors , each configured to removably connect to a scaffold vertical member at an annular member positioned on a scaffold vertical member , said first end of each of said lower and upper horizontal members having one of said first connectors attached thereon , a second connector configured to removably connect to a scaffold vertical member at an annular member positioned on a scaffold vertical member and pivotally attached on said second end of at least one of said upper or said lower horizontal members.2. The scaffold horizontal truss system of or wherein said second connector is pivotally attached to said second end of said upper horizontal member.3. The scaffold horizontal truss system of or wherein each second ends of each of said upper and lower horizontal members have pivotally attached thereon one of said second connectors.4. (canceled)5. The scaffold horizontal truss member of or where said second connector pivots either horizontally or in a plane substantially perpendicular to that of the respective vertical scaffold member , or vertically or in a plane substantially parallel to that of the respective vertical scaffold member , when said scaffold horizontal truss is coupled thereto.6. (canceled)7. The scaffold horizontal truss of or further ...

Scaffold System

A scaffold system comprising a set of components adapted for assembly of a scaffold section. The components are at least two frame components, each having at least two vertical members separated by at least two interconnecting members, the at least two vertical members comprising a socket; two or more brace components adapted to span between and connect to the two side frame components; at least four corner pole components, each adapted to connect with the socket of a vertical member; and a plurality of support rail components adapted to span between two pole components. 1: A scaffold system comprising a set of components adapted for assembly of a scaffold section , the components comprising: 'at least two vertical members separated by at least two interconnecting members, the at least two vertical members comprising a socket;', 'at least two frame components, each comprisingtwo or more brace components adapted to span between and connect to the two side frame components;at least four corner pole components, each adapted to connect with the socket of a vertical member; anda plurality of support rail components adapted to span between two pole components.2: The scaffold system as claimed in claim 1 , wherein the plurality of support rail components comprise an open end adapted for engagement with the pole components.3: The scaffold system as claimed in claim 1 , wherein the one or more hand rail components comprise one or more lengths adapted to span the width and/or length of the scaffold section.4: The scaffold system as claimed in claim 1 , wherein the one or more hand rail components comprise a first length adapted to span the width of the scaffold section claim 1 , and a second length adapted to span the length of the scaffold section.5: The scaffold system as claimed in claim 1 , wherein the pole components are adapted to telescopically connect with the socket of the frame components.6: The scaffold system as claimed in claim 1 , wherein the pole components ...

HIGH CAPACITY VERTICAL MEMBER FOR USE WITH MODULAR SCAFFOLDING

A vertical member of a modular scaffolding system includes a securing rosette provided in an upper section having a reduced diameter to provide a pre-determined modular connection. The vertical member includes an elongate intermediate section forming the majority of the vertical member of a first diameter greater than the reduced diameter. The intermediate section at a lower edge includes an integral spigot of the reduced diameter. A reinforcing sleeve is fixedly secured to the upper section above the rosette and forms a spigot receiving socket. The vertical member has higher capacity due to the larger diameter intermediate section while maintaining modularity of the scaffolding system. 1. A modular scaffolding system having a series of high load vertical members in combination with a series of scaffold frames , each scaffold frame comprising two secured frame vertical members of predetermined lengths , said series of cooperating high load vertical members being connectible with any of said scaffold frames;said frame vertical members and said high load vertical members are all connectible in an end to end manner using a socket tube connection at one end and a cooperating spigot connection at an opposite end of each vertical member;said high load vertical members being connectible to each other and connectible to any of said frame vertical members using releasable ledger members of predetermined modular lengths and said releasable ledger members additionally allowing frame vertical members of adjacent scaffold frames to be connected with said releasable ledger members determining the modular spacing between connected scaffold frames, connected high load vertical members and connected high load vertical members and scaffold frames;each ledger member having opposed ledger heads at opposite ends of the respective ledger member;said frame vertical members having a first rated load capacity and said high load vertical members having a second rated load capacity higher ...

MODULAR SCAFFOLDING SYSTEM

Described herein are embodiments of an improved modular scaffolding system. Various embodiments are described herein relating to scaffolding systems wherein truss sections can be coupled together with connectors to achieve length modularity. To assemble the truss sections, each connector is positioned within an opening defined in the horizontal runners of each truss section, such that the connector extends between successive assembled sections, and the connector is further fixed to each section with one or more fasteners. Additionally, each truss section has a vertical member extending between the horizontal runners proximal the connectors in order to enable acceptable vertical loading characteristics. 1. A modular scaffolding system comprising :a. first and second truss sections, each comprising at least two vertical members, a pair of horizontal runners spaced apart by the vertical members, and at least one diagonal brace, each runner of each section defining at a connection end of the respective section an elongate integral opening, one of the vertical posts of each truss section being positioned proximal to said connection end;b. an elongate connector sized to be complementary to the respective integral openings for being received therein when the first and second truss sections are positioned with the elongate integral openings of the truss sections being opposed and adjacent; andc. a plurality of fasteners for fixedly connecting each connector to the first and second truss sections for assembly of the scaffolding system.2. The modular scaffolding system of claim 1 , wherein each connection end of the first and second truss sections defines two or more apertures each sized to receive therethrough a fastener claim 1 , and the connector further defines apertures complimentary to the apertures of the first and second truss sections when the scaffolding system is assembled.3. The modular scaffolding system of claim 2 , wherein the vertical post positioned proximal ...

A STRUCTURAL SUPPORT SYSTEM AND A METHOD FOR PROVIDING A NODE SECTION FOR USE IN A STRUCTURAL SUPPORT SYSTEM

A structural support system, such as, a scaffolding or a falsework comprising verticals () and horizontals () connected at node sections () at the verticals (), each node section () comprising a locking device for joining horizontals () and/or diagonals with bladed ends arranged at ends of the horizontals () and the vertical (), where the locking device is a cup pair comprising a bottom cup () held at a position on the verticals () and atop cup () moveably arranged on the verticals (), where bladed ends of the horizontals () or diagonals are configured to be locked by bottom cup () part and top cup () part, providing a rigid connection. That is characterized in that parts of the structural support system intended to be held at a position on the verticals () are held by using one or more fastening means () and corresponding hole(s) () in the parts and the verticals (), the fastening means () being rigidly fixed by screwing a headed bolt into the vertical (), providing a compressive vertical load in vertical and/or horizontal direction capacity of the lower cup via the bolt. 117.-. (canceled)18. A structural support system , such as , but not limited to , a scaffolding or a falsework comprising verticals and horizontals connected at node sections at the verticals , where each node section comprises a locking device for joining horizontals and/or diagonals with bladed ends arranged at ends of the horizontals and or diagonals and the vertical , where the locking device is a cup pair comprising a bottom cup held at a position on the verticals and a top cup moveably arranged on the verticals , where bladed ends of the horizontals and/or diagonals are configured to be locked by bottom cup part and top cup part , providing a rigid connection ,characterized in that parts of the structural support system intended to be held at a position on the verticals are held by using at least one fastener means and corresponding hole(s) in the parts and the verticals, the fastener means ...

Lifeline device for temporary scaffold and lifeline support device

A lifeline support device for being mounted on a scaffold frame having a vertical member and a horizontal arm connected to the vertical member, including a tubular support post base, and a support post securable in the support post base. The support post base has a hook engageable over the horizontal arm, a pipe receiver engageable with the vertical member and a clamp detachably mounted to a lower portion of the tubular support post base for clamping the vertical member, while the support post has a proximal portion fittable into the tubular support post base and a distal portion provided with a ring for receiving a lifeline.

SCAFFOLD AND METHODS FOR INSTALLING OR REMOVING SUCH A SCAFFOLD

A scaffold and method(s) for installing or removing such a scaffold that is constructed of at least two vertical frames and of at least two connecting elements that extend essentially horizontally, in each instance, includes at least one connecting element serving as a hip and/or back railing element, vertical supports having respective effective lengths essentially corresponding for example to the vertical distance of the attachment position for the hip and/or back railing element, and horizontal arms set onto one another to form transverse rungs, in each instance, of a ladder for allowing a person to climb up. 2. The method according to claim 1 , the method further comprising a step of:the lifter climbing up from the first vertical region of the scaffold in an interior space of the scaffold via said transverse rungs of said first ladder or via said transverse rungs of said second ladder to the at least one second floor plate of said second vertical region, said interior space being delimited by said first connecting rod, said first vertical frame, and said second vertical frame.3. The method according to claim 1 , wherein said at least one first floor plate comprises a first first floor plate and a second first floor plate;wherein the method further comprises steps of:removing said second first floor plate from said first vertical region;moving said second first floor plate upwards; andaffixing said second first floor plate in said second vertical region at a second attachment position of a same height as said first attachment position.4. The method according to claim 1 , wherein steps (i) and (j) are performed prior to steps (f) to (h).5. The method according to claim 1 , wherein said at least one first floor plate comprises a first first floor plate and a second first floor plate;wherein the method further comprises steps of:removing said second first floor plate from said first vertical region via said lifter standing on said first first floor plate;moving said ...

SCAFFOLDING SECTION

A scaffolding section is provided. The scaffolding section comprises a first and a second standard. A substantially horizontally oriented ledger is connected to the first and the second standard a predetermined height above a bottom end of the first and the second standard. An arch structure is disposed between the first and the second standard and below the ledger. The arch structure comprises at least a top part, a substantially straight first bottom part and a substantially straight second bottom part. The first and the second bottom part are disposed along a substantial length of the first and the second standard, respectively. The arch structure is mounted to the ledger, to the first standard, and to the second standard. 1. A scaffolding section comprising:a first and a second standard;a substantially horizontally oriented ledger connected to the first and the second standard a predetermined height above a bottom end of the first and the second standard; and,an arch structure disposed between the first and the second standard and below the ledger, the arch structure comprising at least a top part, a substantially straight first bottom part and a substantially straight second bottom part, the first and the second bottom part being disposed along a substantial length of the first and the second standard, respectively, the arch structure being mounted to the ledger, to the first standard, and to the second standard.2. The scaffolding section according to wherein the first and the second bottom part are disposed in close proximity to the first and the second standard claim 1 , respectively.3. The scaffolding section according to wherein the arch structure is mounted to each standard at a plurality of locations along the respective standard.4. The scaffolding section according to wherein the arch structure is mounted to each standard at a first location placed in close proximity to a bottom end of the respective standard and at a second location placed in a top part ...

METHOD AND APPARATUS FOR ASSEMBLY OF A SHORING TOWER

Method for assembly of a shoring tower (), which can be used for fabrication or reconstruction of buildings, comprising shoring struts () being connected with each other and at least one deck ()—for providing an area indented to be accessible in a shoring level (0, I, II, IV)—, wherein the deck () comprises at least one insertion hook ()—for hanging up on a particularly horizontal shoring strut ()—at a first front side () and an opposite second front side (), characterized in that in a first step, a separate lifting and holding tool () being hookable in and out of a deck () is hooked in a deck () at a front side () of the deck (), which is located within a first shoring level (I), preferably in an insertion position, which is provided for insertion respectively hanging up of a deck, defined by horizontal shoring struts ()—particularly two opposed shoring struts ()—in order to allow providing a horizontal area indented to be accessible, and in a second step, the lifting and holding tool () is hanged up on a particularly horizontal shoring strut () of a next higher second shoring level (II) such that the hooked in front side () of the deck () is hold by the lifting and holding tool () temporarily in an assembly distance () above the intended insertion position of the first shoring level (I) in a slanting intermediate assembly position not intended to be accessible, wherein the assembly distance () is particularly smaller than the distance between the first shoring level (I) and the second shoring level (II). A very easy and safe assembly and disassembly can thereby be achieved. 12627113272829. A method for assembly of a shoring tower () , which can be used for fabrication or reconstruction of buildings , the shoring tower comprising shoring struts () being connected with each other and at least one deck ()—for providing an area indented to be accessible in a shoring level (0 , I , II , IV)— , wherein the deck () comprises at least one insertion hook () for hanging up ...

CLAMP FOR CONNECTING LEDGER TO SHORING POST

The disclosure is directed to a clamp for connecting a ledger to a shoring post. The clamp includes a base member, a ledger-connecting member, and a first jaw, which are fixed connected to each other. The clamp includes a rotatable member inserted into the base member, which is rotatable and slidable in the base member along a longitudinal axis. A portion of the rotatable member is accessible via the slot of the base member. The clamp includes a second jaw fixedly connected to the rotatable member. The clamp further includes a wedge, and when the wedge is inserted into the slot of the base member to engage the rotatable member in a lock position, the first and second jaws are locked to capture two sides of a shoring post. 1. A clamp for connecting a ledger to a shoring post , the clamp comprising:a base member comprising a slot;a ledger-connecting member fixedly connected to the base member, the ledger-connecting member configured to be connected to a ledger;a first jaw fixedly connected to the base member;a rotatable member comprising a first end and a second end, the first end of the rotatable member configured to be inserted into the base member and be rotatable and slidable in the base member along a longitudinal axis of the rotatable member, wherein a portion of the rotatable member is accessible via the slot of the base member;a second jaw fixedly connected to the second end of the rotatable member;a wedge comprises a bottom end and a top end, the bottom end of the wedge configured to be inserted into the slot of the base member; andwherein, when the wedge is inserted into the slot of the base member and disposed in a first engage position, the wedge maintains the rotatable member in a first lock position.2. The clamp according to claim 1 , wherein:the rotatable member is configured to be positioned in an open configuration or a closed configuration;when the rotatable member is in the open configuration, the second jaw is substantially misaligned with the ...

Pivoting Horizontal and Vertical Scaffold Members and a Method of Erecting an Offset Scaffold Platform

One embodiment of the invention is a horizontal scaffold truss that has upper and lower horizontal scaffold members offset but fixedly joined with braces. Each upper and lower members have a connector positioned on each end of the respective lower and upper members, where at least one of the connectors is pivotally mounted on the respective lower or upper connector, and the connectors are engageable with an annular member positioned on a vertical scaffold member. 1. The combination of at least one vertical scaffold member and scaffold horizontal truss , said scaffold horizontal truss comprising an upper horizontal member and a lower horizontal member , each separated from the other but fixedly joined with at least one bracing member forming a truss frame , each horizontal member having a first and second end respectively ,first connectors, configured to removably connect to a tubular scaffold vertical member at an annular member that is fixedly positioned on and extending outwardly from, said tubular scaffold vertical member, said first end of said lower and upper horizontal members having one of said first connectors attached thereon;a plurality of second connectors each configured to removably connect to a tubular scaffold vertical member at an annular member that is fixedly positioned on a tubular scaffold vertical member and extending outwardly from said tubular scaffold vertical member, said plurality of second connectors being pivotally attached on said second ends of said upper and said lower horizontal members whereby each second connector is pivotable in a horizontal plane with respect to said truss frame;each of said second connectors having a moveable latch member moving between a latched position and an unlatched position, whereby in said latched position, when said respective second connector is coupled to an annular member on a tubular vertical scaffold member, said latch member resists decoupling of said respective second connector from the annular ...

Platforms for temporary structures and methods of assembling the same

A platform ( 10 ) comprising two or more ladders ( 20, 30 ), of the type having stiles ( 25, 26 ) and rungs ( 40 ), releasably attachable together in a side-by-side arrangement such that the rungs of each ladder are in the same plane, at least two of the rungs on each ladder being hollow, the platform further comprising a first elongate member ( 50 ) arranged to pass through co-axially positioned hollow rungs of each ladder, the first elongate member comprising a widened portion at one end thereof, and a releasable locking member ( 60 ) at the other end thereof, to releasably clamp the ladders together, the platform further comprising at least one deck plate ( 110 ) arrangeable on the rungs of one of the two or more ladders to form a deck.

HORIZONTAL SCAFFOLD SUPPORT COMPONENT

A modified scaffold component for use in modular scaffold systems allows securement to vertical uprights in a conventional manner and allows a work surface to pass over supporting uprights (if desired) to form a continuous work surface where securement of the modified scaffold component is below and does not interrupt the work surface. 1. A horizontal scaffold component comprising an elongate top support member for supporting platform members;said elongate top support member at opposite ends thereof having a connecting member adapted to releasably connect with a conventional scaffold type upright;said connecting members being located downwardly of said elongate top support member and including a drop wedge movable downwardly into said connecting member for releasable connection with conventional scaffold type uprights;each drop wedge being movable upwardly towards said elongate top support into a clear space between said elongate top support member and the respective connecting member.2. A horizontal scaffold component as claimed in wherein each connecting member includes a ledger head and the respective drop wedge is captured on the ledger and movable between a release position and an engaged position.3. A horizontal scaffold component wherein each drop wedge includes at a top thereof outwardly extending hammer pads.4. A horizontal scaffold component as claimed in wherein each drop wedge includes separate reinforcing ribs extending vertically downwards either side of said wedge and downwardly from said hammer pads.5. A horizontal scaffold component as claimed in wherein each reinforcing rib is a metal rib welded to the drop wedge on a side of the drop wedge and secured at a vertical edge of the drop wedge.6. A horizontal scaffold component as claimed in wherein each drop wedge includes 4 reinforcing ribs.7. A horizontal scaffold component as claimed in in combination with a “T” shaped capping component comprising a downwardly extending spigot connection and a top ...

PLATFORM SYSTEM

A modular platform system utilizing a number of components including a platform. The platform is configured so that each of the components may interchangeably connect to any side of the platform. The components include, for example, handrails and stairways, as well as other platforms. The platform and most of the components are formed from single, continuous pieces of metal. 1. A platform system comprising:a horizontal platform structure configured to support a person standing or walking, said platform structure having a first end and a second end;said platform structure having at least two modular platforms each comprising a top surface and four side surfaces, said side surfaces each comprising a respective side connection arrangement;a first side surface of a first modular platform being opposed to a first side surface of a second modular platform in an abutting relationship, said first and second modular platforms being interconnected using said side connection arrangements thereof such that said first side surface of said first modular platform and said first side surface of said second modular platform engage one another and thereby support the load; andat least one of said first modular platform and said second modular platform having handrail structures connected to respective third and fourth sides thereof via respective side connection arrangements.2. The platform system of claim 1 , wherein said side connection arrangements each comprise a plurality of apertures that align with corresponding apertures of another one of said side connection arrangements for receipt of elongate fasteners.3. The platform system of claim 2 , wherein said plurality of apertures of each side surface comprise a first pair of elongate slots and a second pair of elongate slots.4. The platform system of claim 3 , wherein said elongate slots are substantially horizontal.5. The platform system of claim 2 , wherein said elongate fasteners are bolts each having a corresponding nut.6. ...

SCAFFOLDING ACCESSORY

A scaffolding accessory for a scaffolding frame with a scaffolding frame opening comprising an accessory frame, a first pair of first legs, and a second pair of second legs. The accessory frame has a rectangular shape and dimensioned to be releasably secured inside the scaffolding frame opening. Each of the first pair of first legs is connected to the accessory frame, each first leg comprising a first U-shaped member dimensioned to receive the first scaffolding rod. The first U-shaped member defines bores dimensioned to receive a leg fastener to releasably secure the accessory frame to the first scaffolding rod. Each of the second pair of second legs is connected to the accessory frame, each second leg comprises a second U-shaped member dimensioned to abut an inside portion of the second scaffolding rod and to releasably secure the accessory frame to the second scaffolding rod.

TRUSS FRAME, MODULAR TRUSS GIRDER AND BRIDGING AND/OR SUPPORT CONSTRUCTION

A truss frame for a bridge and/or support includes two elongated, parallel longitudinally-extending post pipes having an outer circumference; two parallel crossbars extending perpendicularly to the post pipes; and a length-adjustable elongated diagonal element. The parts are hingedly and detachably bolted to one other. Two parallel connecting plates secured near each post pipe end extend away from one another on a common, imaginary plane containing the post pipe and crossbar longitudinal axes. Each crossbar and diagonal element has opposite ends hingedly and detachably bolted to a connecting plate. At least two rosettes are welded to each post pipe at a distance from one another corresponding to an integer multiple of a module scaffold modular size. A connecting body is welded to the connecting plate near at least two post pipe ends associated with the same crossbar and surrounds the respective post pipe outer circumference. 25033133221415750464736136233133221. Truss frame according to claim 1 , wherein a respective rosette of the rosettes () is arranged in the region or in the vicinity of at least those post tube ends (. claim 1 , .) of the post tubes () to which the respective connecting body ( claim 1 , ) is fixedly welded and wherein a respective rosette part of this rosette () respectively projects into and through a receiving slot ( claim 1 , ) of the two connecting plates (. claim 1 , .) respectively secured in the region of these post tube ends (. claim 1 , .) of the post tubes () to these.3361362464741572150. Truss frame according to claim 2 , wherein each connecting plate (. claim 2 , .) having the receiving slot ( claim 2 , ) is fixedly welded to the connecting body ( claim 2 , ) claim 2 , to the post tube () and to the rosette ().44157. Truss frame according to claim 1 , wherein at least two of the connecting bodies () are connecting sleeves and/or at least two of the connecting bodies () are connecting rosettes or connecting discs claim 1 , with or ...

PLATFORM SYSTEM

A modular platform system utilizing a number of components including a platform. The platform is configured so that each of the components may interchangeably connect to any side of the platform. The components include, for example, handrails and stairways, as well as other platforms. The platform and most of the components are formed from single, continuous pieces of metal. 1. A platform system comprising:a plurality of modular platforms each comprising a top surface and four side surfaces extending down from said top surface to a bottom edge, each of said side surfaces including a pair of horizontal connection apertures adjacent each end of said platform side surface;each of said modular platforms further including four lips respectively extending horizontally inwardly from a bottom of the four side surfaces such that the lips are spaced apart from and parallel to the top surface, each said lip defining a plurality of vertical connection apertures therethrough;said plurality of modular platforms having adjacent of said side surfaces secured together in an abutting relationship by horizontal fasteners extending through said horizontal connection apertures of adjacent modular platforms to form a horizontal platform structure configured to support a person above a ground surface, said horizontal platform structure having a first end and a second end;at least one stand having an upper face engaging one of said lips of one of said modular platforms, said stand upper face having a plurality of vertical stand connection apertures, wherein said one of said modular platforms is secured to said stand by vertical fasteners extending through adjacent ones of said stand connection apertures and said lip vertical connection apertures, said stand providing support to said horizontal platform structure vertically above said ground surface; anda stairway having a vertical face at its upper end above said ground surface secured to one of said side surfaces of one of said modular ...

CLAMP FOR REMOVABLY SECURING A PLANK TO AN ELONGATED MEMBER

A clamp for securing a plank to an elongated member of a scaffold. The clamp includes a body and a pair of legs extending from the body longitudinally spaced apart from each. The legs each define a leg recess for receiving the elongated member, the leg recesses each defining a leg recess nadir at a location furthest away from the body. A lock is mounted to the body and defines a plank engaging tip, the lock being movable between a lock extended position and a lock retracted position. In the lock extended position, the plank engaging tip is closer to the leg recess nadirs than in the lock retracted position. 1. A clamp for securing a plank to an elongated member of a scaffold , the clamp comprisinga substantially elongated body;a pair of legs extending from the body, the legs being longitudinally spaced apart from each other relative to body, the legs each defining a leg recess, the leg recesses being in register with each other so that the elongated member is receivable simultaneously in both leg recesses with the body substantially parallel to the elongated member, the leg recesses each defining a leg recess nadir at a location furthest away from the body;a lock mounted to the body and defining a plank engaging tip, the lock being movable between a lock extended position and a lock retracted position, wherein, in the lock extended position, the plank engaging tip is closer to the leg recess nadirs than in the lock retracted position; anda pair of auxiliary hooks each defining a respective auxiliary hook recess, each auxiliary hook being mounted at a respective one of the legs so as to be movable between a closed position in which at least part of the auxiliary hook recess is in register with at least part of an adjacent one of the leg recesses and an open position in which the auxiliary hook recess is retracted from the adjacent one of the leg recesses;whereby, with the elongated member received in the leg recesses and the plank positioned between the body and the ...

Pivoting Horizontal and Vertical Scaffold Members and a Method of Erecting an Offset Scaffold Platform

One embodiment of the invention is a horizontal scaffold truss that has upper and lower horizontal scaffold members offset but fixedly joined with braces. Each upper and lower members have a connector positioned on each end of the respective lower and upper members, where at least one of the connectors is pivotally mounted on the respective lower or upper connector, and the connecters are engageable with an annular member positioned on a vertical scaffold member. 1. A scaffold horizontal truss , said scaffold horizontal truss comprising an upper horizontal member and a lower horizontal member , each separated from the other but fixedly joined with at least one bracing member forming a truss frame , each horizontal member having a first and second end respectively , first connectors , configured to removably connect to a first tubular scaffold vertical member at an annular member that is fixedly positioned on and extending outwardly from said first tubular scaffold vertical member , said first end of said lower and upper horizontal members having one of said first connectors attached thereon , where one of said first connectors is pivotally attached on said first end of said upper or lower horizontal members; a plurality of second connectors each configured to removably connect to a second tubular scaffold vertical member at an annular member that is fixedly positioned on said second tubular scaffold vertical member and extending outwardly from said second tubular scaffold vertical member , said plurality of second connectors being pivotally attached on said second ends of said upper and said lower horizontal members whereby each second connector is pivotable in a horizontal plane with respect to said truss frame; each of said second connectors having a moveable latch member moving between a latched position and an unlatched position , whereby in said latched position , when said respective second connector is coupled to an annular member on said second tubular ...

File system presented inside database

Изобретение относится к средствам обработки и адаптации файловых систем. Техническим результатом является обеспечение согласования несопоставимых файловых систем. Адаптер файловой системы может обеспечивать согласованность и/или «бесшовную» интеграцию между первой файловой системой и второй файловой системой. Адаптер файловой системы может использовать элемент с файловой поддержкой, который «расширен» файлом для предоставления по меньшей мере одного свойства элементу и файловому потоку, ассоциированному с элементом. Элемент с файловой поддержкой может разрешать манипуляцию посредством по меньшей мере одного из API для первой файловой системы и API для второй файловой системы. 3 н. и 14 з.п. ф-лы, 12 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 398 275 (13) C2 (51) МПК G06F 17/30 G06F 13/00 (2006.01) (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21), (22) Заявка: 2006102523/09, 27.01.2006 (24) Дата начала отсчета срока действия патента: 27.01.2006 (73) Патентообладатель(и): МАЙКРОСОФТ КОРПОРЕЙШН (US) R U (30) Конвенционный приоритет: 28.02.2005 US 60/657,533 17.06.2005 US 11/155,428 (72) Автор(ы): РИЧИНС Джек С. (US), ХАНТЕР Джейсон Т. (US), АЧАРЬЯ Сринивасмурти П. (US) (43) Дата публикации заявки: 10.08.2007 2 3 9 8 2 7 5 (45) Опубликовано: 27.08.2010 Бюл. № 24 (54) ФАЙЛОВАЯ СИСТЕМА, ПРЕДСТАВЛЕННАЯ ВНУТРИ БАЗЫ ДАННЫХ (57) Реферат: Изобретение относится к средствам обработки и адаптации файловых систем. Техническим результатом является обеспечение согласования несопоставимых файловых систем. Адаптер файловой системы может обеспечивать согласованность и/или «бесшовную» интеграцию между первой файловой системой и второй файловой системой. Адаптер файловой системы может использовать элемент с файловой поддержкой, который «расширен» файлом для предоставления по меньшей мере одного свойства элементу и файловому потоку, ассоциированному с элементом. Элемент с файловой поддержкой может разрешать ...

Build-up type scaffolding

내용 없음. No content.

Vertical frame of metal

FIELD: construction. SUBSTANCE: vertical frame of metal comprises at least one first vertical stand and rod-like horizontal cross beam passing from it in transverse direction, preferably perpendicularly, which are permanently joined to each other. On stand there is permanently fixed at least one first disk with holes equipped with several openings, arranged concentrically to stand to cover stand as a flange, on stand there is the first fixture provided at the distance from disk with holes to fix fall protection device, cross beam has the first connection head on the first end and has the second connection head at the opposite second end, with the help of which cross beam is rigidly fixed on the second vertical stand with formation of vertical frame, the first connection head, preferably each connection head is limited with side parts of walls, which have vertical external surfaces meeting in the centre in a wedge-like manner, vertical external surfaces make a wedge angle between each other, making preferably around 45 degrees, the first connection head, preferably each connection head has the upper part of head and lower part of head, between upper part of head and lower part of head there is a slot provided open towards corresponding stand and to vertical external surfaces, the first connection head, preferably each connection head is put with its slot onto disk with holes entering it at least partially, the first connection head, preferably each connection head is permanently connected with appropriate stand and preferably also to according disk with holes. EFFECT: simplicity of assembly and disassembly of structure, universality and reduction of costs for manufacturing, combination and possibility to use various joints for horizontal and diagonal rod-like elements. 27 cl, 59 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 408 770 (13) C1 (51) МПК E04G 7/30 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ ...

Working tower for a high place

본 고안은 고소작업대에 관한 것으로서, 고소작업대(100)에 있어서, 네지점으로부터 고정되는 연결구(10)를 통해 수직 설치되어 높이에 대한 기둥을 형성하는 수직바(12)와, 수직바(12)의 상단으로부터 연결구(10)를 통해 횡으로 네지점 연결되며, 길이방향에 연결공(14a)이 등간격으로 배열 형성되어 층간을 형성하는 수평바(14)와, 상기 대응되는 수평바(14)의 연결공에 양단이 끼움 설치되어 대응되는 수평바를 등간격으로 연결되어 지지되는 지지간(15)과, 상기 지지간(15)의 상부로부터 네지점을 연결하는 수평바(14)가 차지하는 면적으로 설치되어 층간의 바닥 또는 천정을 형성하는 발판(16)과, 상기 각 층간을 형성하는 지지간(15)에 걸어 경사지게 설치되어 상층과 하층사이에서의 이동구간을 갖는 계단(20)과, 상기 수직바(12)와 직각을 이루는 수평바(14)의 가장자리에 일정높이로 설치되는 보호난간(17)과, 최상부에 위치하는 수직바(12)에 연결구(10)를 통해 지붕을 형성하는 캐노피(18)를 포함하여 구성된 것을 특징으로 하는 바, 고소작업대는 각 구성요소의 조립시공으로, 시공하고자 하는 층간으로부터 해당하는 위치에서 고소작업을 원활히 수행함에 있음은 물론, 고소작업대 내부측에서 계단을 설치함으로써, 상하층간을 안전하면서 편리하게 작업자가 안전하게 드나들면서 작업할 수 있도록 할 수 있으며, 보호난간을 둠으로써, 낙하를 방지하고, 우천시를 대비하여 상부층에 캐노피를 형성시켜줌으로써, 발판의 미끄러움 방지하는 한편, 고소작업대를 형성하는 수직바, 수평바, 발판, 계단 등의 구성요소의 분리 및 조립성을 갖도록 하여 현장설치 유리하게 이용할 수 있는데 큰 효과가 있다. The present invention relates to an aerial platform, in the aerial platform 100, the vertical bar 12 and vertical bar 12 is installed vertically through the connector 10 is fixed from four points, and the vertical bar 12, Four points connected laterally through the connector 10 from the upper end of the horizontal bar (14a) in the longitudinal direction are arranged at equal intervals horizontal bar 14 to form an interlayer, and the corresponding horizontal bar 14 Both ends are fitted in the connection hole of the support bar 15 is connected to the corresponding horizontal bar at equal intervals, and the area occupied by the horizontal bar 14 connecting four points from the upper portion of the support bar 15 A step (16) provided to form a floor or ceiling between floors, and a step (20) having a moving section between an upper floor and a lower floor by being inclined to be walked on the support bar (15) forming each floor. Of horizontal bar 14 perpendicular to bar 12 Bar guard work characterized in that it comprises a guardrail 17 is installed at a certain height in place and a canopy 18 to form a roof through the connector 10 in the vertical ...

The pressure computational methods of light-duty multifunctional supporting arrangement

本发明适用于建筑施工技术领域，提供了一种轻型多功能支承装置及其顶紧力的计算方法。其中，轻型多功能支承装置包括支承架以及顶紧装置，顶紧装置包括螺杆以及顶紧座，螺杆竖向设置，并且固定于支承架的上方。顶紧座上开设有竖向的螺纹孔以及设置有一横向的旋杆，顶紧座的顶部为一平面，螺杆与螺纹孔螺纹连接。本发明的轻型多功能支承装置结构简单、安装及拆卸便捷；通过将旋动装置旋转到某一位置时检测到的检测扭矩T ch 即可确定此时顶紧座对建筑物的顶紧力为所需的顶紧力P，可见，应用本发明的支承装置及顶紧力的计算方法能给建筑物施加精确的顶紧力。

File system represented inside a database

주제 발명은 2 이상의 이질적인 파일 시스템들을 적응시키는 것을 용이하게 하는 시스템 및/또는 방법을 제공한다. 파일 시스템 어댑터는 제1 파일 시스템과 제2 파일 시스템간에 일관성 및/또는 심리스 통합을 제공할 수 있다. 파일 시스템 어댑터는, 파일에 의해 강화된 파일-지지 항목을 이용해 항목 및 항목과 연관된 파일 스트림에 특성 중 하나 이상을 제공할 수 있다. 파일-지지 항목은, 제1 파일 시스템을 위한 API 및 제2 파일 시스템을 위한 API 중 하나 이상에 의한 조작을 허용할 수 있다. The subject invention provides a system and / or method that facilitates adapting two or more heterogeneous file systems. The file system adapter may provide consistency and / or seamless integration between the first file system and the second file system. The file system adapter may use file-supported items enhanced by files to provide one or more of the properties to the item and file stream associated with the item. The file-supported item may allow manipulation by one or more of an API for the first file system and an API for the second file system. 파일 시스템, 적응, 일관성, 심리스 통합, 파일-지지 항목, 파일 시스템 어댑터, 항목, 파일 스트림, API File system, adaptation, consistency, seamless integration, file-support item, file system adapter, item, file stream, API

Scaffolding for the high ground working

본 고안은 작업대를 견고히 조립하고 받침대 위에 지지되도록 구성하여 고소작업에 따른 안전성을 도모하는 동시에, 작업대의 일측에 자재를 운반하기 위한 자재운반수단을 구비하여 고소작업에 따른 능률을 제고하여 주는 고소작업용 틀비계를 제공하기 위한 것이다. 본 고안의 고소작업용 틀비계는 하부에 종횡으로 수평하게 배치되는 받침부재(110, 120, 130)들로서 조립 설치되는 받침대(100)와, 상기 받침대(100) 상부에 지지되도록 복수개의 단위조립틀(200a)들을 조립 설치하여서 되는 작업대(200)와, 상기 작업대(200)의 어느 일측에 자재를 상부로 운반하여 주도록 설치되는 자재운반수단(300)으로 구성하여서 된 것이다.

Scaffold

CONTAINER FOR FRAME ELEMENTS

РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2016 137 821 A (51) МПК E04G 5/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2016137821, 03.03.2015 (71) Заявитель(и): ФОРМ 700 ПТИ ЛТД (AU) Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): РОСАТИ Эмилио (AU) 04.03.2014 AU 2014900722 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 04.10.2016 R U (43) Дата публикации заявки: 04.04.2018 Бюл. № 10 (86) Заявка PCT: (87) Публикация заявки PCT: WO 2015/131228 (11.09.2015) R U (54) КОНТЕЙНЕР ДЛЯ ЭЛЕМЕНТОВ КАРКАСА (57) Формула изобретения 1. Контейнер для элементов каркаса, содержащий по меньшей мере одну точку крепления для по меньшей мере части каркаса, причем при использовании, когда указанная часть находится в своем рабочем положении, по меньшей мере часть указанной части может взаимодействовать с точкой крепления, а когда указанная часть не используется, контейнер может поддерживать указанную часть. 2. Контейнер по п. 1, в котором указанная часть представляет собой стойку. 3. Контейнер по п. 2, в котором каркасный узел содержит несколько стоек, а контейнер содержит точку крепления для каждой стойки. 4. Контейнер по п. 3, в котором каркасный узел является по существу прямоугольным на виде сверху и содержит стойку в каждом своем углу или около каждого из своих углов, причем контейнер содержит основание, которое на виде сверху является по существу прямоугольным и которое для каждой стойки содержит точку крепления, при этом вместе эти точки расположены таким образом, что на виде сверху соответствуют стойкам каркасного узла. 5. Контейнер по любому из предшествующих пунктов, в котором каждая точка крепления имеет сквозное отверстие. 6. Контейнер по п. 5, в котором каждое отверстие выполнено с возможностью введения через него верхнего конца одной стойки. 7. Контейнер по п. 5 или 6, в котором каждое отверстие выполнено с возможностью введения через него нижнего конца одной стойки. Стр.: 1 A 2 0 1 6 1 ...

SCAFFOLDING PIPE FOR THE CONSTRUCTION SYSTEM OF SCAFFOLDING AND THE ELEMENT OF SCAFFOLDING

А 2016106306 ко РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) РЦ (11) = (51) МПК В04С 106 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2016106306, 22.07.2014 (71) Заявитель(и): ПЕРИ ГМБХ (ОЕ) Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): 02.08.2013 ОЕ 10 2013 108 326.9 ЭРАТ Фрэнк (ОЕ), ЛЕДЕР Кристиан (ОЕ), 4 : 07.09.2017 Бюл. № 25 (43) Дата публикации заявки 9 юл. № ШПЕХТ Рудольф (Е) (85) Дата начала рассмотрения заявки РСТ на национальной фазе: 02.03.2016 (86) Заявка РСТ: ЕР 2014/065753 (22.07.2014) (87) Публикация заявки РСТ: УГО 2015/014676 (05.02.2015) Адрес для переписки: 129090, Москва, ул. Б. Спасская, 25, стр. 3, ООО "Юридическая фирма Городисский и Партнеры" (54) ТРУБА СТРОИТЕЛЬНЫХ ЛЕСОВ ДЛЯ КОНСТРУКТИВНОЙ СИСТЕМЫ СТРОИТЕЛЬНЫХ ЛЕСОВ И ЭЛЕМЕНТ СТРОИТЕЛЬНЫХ ЛЕСОВ (57) Формула изобретения 1. Труба строительных лесов для конструктивной системы строительных лесов, имеющая ось (А) трубы, продолжающуюся от первого осевого конца (12) трубы до противоположного второго осевого конца (14) трубы, принимающий участок (16), выполненный на первом осевом конце (12) трубы, и вставляемый участок (18), выполненный на втором осевом конце (14) и имеющий меньшее поперечное сечение по сравнению с принимающим участком (16) и заканчивающийся радиальным заплечиком (22), который образует кольцевую опорную поверхность (24), которая направлена в сторону вставляемого участка (18), причем внутренний диаметр (41 ;) принимающего участка (16) больше, чем внешний диаметр (42 а) вставляемого участка (18), так что обеспечивается возможность вставления в принимающий участок (16) смежной трубы (10) строительных лесов, имеющей идентичный вставляемый участок (18), при этом труба строительных лесов изготовлена в виде цельного элемента, а стенка (34) трубы (10) строительных лесов на первом осевом конце (12) трубы имеет максимальную толщину (3х) стенки, а в другом месте имеет меньшую толщину ($) стенки. 2. Труба строительных лесов по п. 1, ...

CONNECTING DESIGN FOR MOUNTING ELEMENTS OF THE FOREST SYSTEM AND FOR THE CLUTCH UNIT AND FOREST FRAME FOR IT

ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (51) ÌÏÊ 7 (11) 2003 128 102 (13) A E 04 G 1/15 ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÇÀßÂÊÀ ÍÀ ÈÇÎÁÐÅÒÅÍÈÅ (21), (22) Çà âêà: 2003128102/03, 19.02.2002 (71) Çà âèòåëü(è): ÂÈËÜÕÅËÜÌ ËÀÉÅÐ ÔÅÐÌÅÃÅÍÑÔÅÐÂÀËÜÒÓÍÃÑ-ÃÌÁÕ (DE) (30) Ïðèîðèòåò: 22.02.2001 DE 20103131.0 15.03.2001 DE 10112372.8 (72) Àâòîð(û): ÊÐÅËËÅÐ Õåëüìóò (DE) (85) Äàòà ïåðåâîäà çà âêè PCT íà íàöèîíàëüíóþ ôàçó: 22.09.2003 (74) Ïàòåíòíûé ïîâåðåííûé: Åãîðîâà Ãàëèíà Áîðèñîâíà (87) Ïóáëèêàöè PCT: WO 02/06676 (29.08.2002) Àäðåñ äë ïåðåïèñêè: 129010, Ìîñêâà, óë. Á.Ñïàññêà , 25, ñòð.3, ÎÎÎ"Þðèäè÷åñêà ôèðìà Ãîðîäèññêèé è Ïàðòíåðû", ïàò.ïîâ. Ã.Á. Åãîðîâîé (54) ÑÎÅÄÈÍÈÒÅËÜÍÀß ÊÎÍÑÒÐÓÊÖÈß ÄËß ÌÎÍÒÀÆÍÛÕ ÝËÅÌÅÍÒΠÑÈÑÒÅÌÛ ËÅÑÎÂ È R U Ôîðìóëà èçîáðåòåíè 1. Ðàìà (10) ëåñîâ, èìåþùà ñòîéêè (12) ëåñîâ è ïîïåðå÷íûå ðèãåëè (14), ñîåäèí þùèå ñòîéêè (12) ëåñîâ, êîñûíêó (20) æåñòêîñòè, ðàçìåùåííóþ â êàæäîé îáëàñòè ñîåäèíåíè ïîïåðå÷íîãî ðèãåë (14) ñî ñòîéêîé (12) ëåñîâ, êîòîðà â óãëîâîé çîíå îáëàñòè ñîåäèíåíè ïîïåðå÷íîãî ðèãåë (14) ñî ñòîéêîé (12) ëåñîâ èìååò óãëîâóþ âûåìêó (22), ÷åðåç êîòîðóþ ê ñòîéêå (12) ëåñîâ ìîæåò ïîäñîåäèí òüñ áëîê (52) ìóôòû, îòëè÷àþùà ñ òåì, ÷òî ïðèìåðíî íà âûñîòå óãëîâîé âûåìêè (22) ñî ñìåùåíèåì âíóòðü èìååòñ äîïîëíèòåëüíà âûåìêà (24) è èìååòñ äðóãîé áëîê (30) ìóôòû ñ ïåðâûì ýëåìåíòîì (32) ìóôòû è ñî âòîðûì ýëåìåíòîì (34) ìóôòû, ïðè÷åì ê ïåðâîìó ýëåìåíòó (32) ìóôòû ìîæåò ïîäñîåäèí òüñ òðóáà (40) ëåñîâ, à âòîðîé ýëåìåíò (34) ìóôòû âûïîëíåí òàêèì îáðàçîì, ÷òî îí èìååò âîçìîæíîñòü çàêðåïëåíè â äîïîëíèòåëüíîé âûåìêå (24) êîñûíêè (20) æåñòêîñòè ñ ãåîìåòðè÷åñêèì çàìûêàíèåì è/èëè ñ ñèëîâûì çàìûêàíèåì. 2. Ðàìà (10) ëåñîâ ïî ï.1, îòëè÷àþùà ñ òåì, ÷òî âòîðîé ýëåìåíò (34) ìóôòû èìååò äèñòàíöèðóþùèé ïðîôèëü (36) è ðàñïîëîæåííûé íà ñâîáîäíîé òîðöåâîé ñòîðîíå äèñòàíöèðóþùåãî ïðîôèë (36) ïðîôèëü (38) âûñòóïà, ïðè÷åì ïîñëåäíèé èìååò âîçìîæíîñòü ïðèñîåäèíåíè èëè ïðèñîåäèíåí â äîïîëíèòåëüíîé âûåìêå (24) êîñûíêè (20) æåñòêîñòè ñ ãåîìåòðè÷åñêèì ...

SUPPORT FORM FORMWORK

1. Опорный элемент опалубки, содержащий по меньшей мере два разнесенных вертикальных элемента, по меньшей мере один соединительный элемент, связывающий указанные вертикальные элементы с образованием жесткого опорного элемента опалубки, причем каждый вертикальный элемент содержит набор крепежных средств, расположенных с интервалами вдоль указанного элемента для прикрепления к нему с возможностью отсоединения по меньшей мере одного стяжного элемента, проходящего между соседними опорными элементами опалубки с образованием жесткой конструкции.2. Опорный элемент по п. 1, в котором каждое крепежное средство предназначено для прикрепления к нему с возможностью отсоединения набора соединительных элементов и/или стяжных элементов.3. Опорный элемент по п. 1, в котором каждое крепежное средство имеет набор разнесенных отверстий.4. Опорный элемент по п. 3, в котором каждое крепежное средство содержит кольцо, расположенное вокруг соответствующего вертикального опорного элемента, при этом указанные отверстия разнесены по окружности кольца.5. Опорный элемент по любому из пп. 1-4, дополнительно содержащий вильчатый элемент, расположенный наверху каждого вертикального элемента.6. Опорный элемент по п. 5, в котором вертикальный опорный элемент содержит домкратное средство для подъема и опускания вильчатого элемента.7. Опорный элемент по любому из пп. 1-4, в котором верхний конец каждого вертикального элемента выполнен с возможностью поддержания второго опорного элемента опалубки, расположенного над ним, при этом каждый вертикальный элемент прикреплен к соседнему нижнему вертикальному элементу нижнего опорного элемента опалубки.8. Каркасная РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E04G 11/48 (13) 2015 106 566 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2015106566, 02.08.2013 (71) Заявитель(и): ФОРМ 700 ПТИ ЛТД (AU) Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): РОСАТИ Эмилио (AU) 02.08.2012 AU 2012903312 ( ...

Adapter for a formwork support structure

FIELD: construction.SUBSTANCE: invention relates to an adapter for a formwork support structure comprising a mount, generally box shaped, comprising a pair of side walls and a pair of end walls that are longer and extend lower than the side walls, and the mount attaches the adapter to the formwork panel support comprising a plurality of upwardly directed fingers extending from a single vertical support. Each of the end walls covers the opposite sides of the formwork panel support to position the mount between the fingers of the formwork panel support. Mount on each end wall also comprises attachment means for attaching the adapter to the formwork panel support. Mount also comprises a bearer support on top of the mount, wherein the bearer support is adapted to provide indirect support for the formwork.EFFECT: adapter for a formwork support structure is proposed.5 cl, 14 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 684 266 C2 (51) МПК E04G 11/48 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04G 11/48 (2018.08); E04G 11/483 (2018.08) (21)(22) Заявка: 2016137822, 03.03.2015 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): ФОРМ 700 ПТИ ЛТД (AU) Дата регистрации: 04.04.2019 (56) Список документов, цитированных в отчете о поиске: US 2004075042 A1, 22.04.2004. US 2010/0193663 A1, 05.08.2010. GB 741730 A, 14.12.1955. 04.03.2014 AU 2014900721 (43) Дата публикации заявки: 04.04.2018 Бюл. № 10 (45) Опубликовано: 04.04.2019 Бюл. № 10 (86) Заявка PCT: C 2 C 2 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 04.10.2016 AU 2015/000117 (03.03.2015) (87) Публикация заявки PCT: WO 2015/131229 (11.09.2015) 2 6 8 4 2 6 6 2 6 8 4 2 6 6 Приоритет(ы): (30) Конвенционный приоритет: R U R U 03.03.2015 (72) Автор(ы): РОСАТИ Эмилио (AU) Адрес для переписки: 191036, Санкт-Петербург, а/я 24, "НЕВИНПАТ" (54) АДАПТЕР ДЛЯ ОПОРНОЙ КОНСТРУКЦИИ ОПАЛУБКИ (57) Реферат: Изобретение относится к адаптеру ...

An adapter for a formwork support structure

본 발명은 제1 타입의 거푸집 지지체를 포함하는 거푸집 지지 구조체를 위한 어댑터로서, 제1 타입의 거푸집 지지체에 대해 어댑터를 배치시키기 위한 장착부를 포함하며, 장착부는 제2 타입의 거푸집 지지체를 지지한다. 일 형태에서, 장착부는 크라운식 거푸집 지지체에 대해 어댑터를 배치하며, 장착부는 베어러 지지부를 지지한다.

It is a kind of for build assembly novel binary packaged type scaffold

本发明公开了一种用于建筑装配的新型双体可移动式手脚架，涉及建筑装配技术领域。本发明包括主架体、剪刀撑、撑板和行走装置，主架体由两立管和一横杆组成，其中一立管周侧面并排固定有三个L形连接杆，另一立管周侧面固定有三个连接套管，L形连接杆与连接套管间隙配合，行走装置包括加固机构和行走机构，加固机构包括横板。本发明通过运行电推杆带动支撑杆和斜杆向下运动，支撑杆和斜杆上的接触板接触地面，利用橡胶垫提高接触板和地面之间的摩擦力，解决了现有的手脚架稳定性不足的问题，通过设有连接组件、限位板、弧形板和贯通孔的配合使用，解决了现有手脚架上撑板容易掉落和容易损坏的问题。

In the prefabricated steel pipe scaffolding, the prop is formed with a passage for discharging the melt in the gasepin

The assembly scaffolding

개시된 내용은 건축용 조립식 작업대에 관한 것으로, 상세하게는 작업높이에 따라 쉽게 증설할 수 있을 뿐만 아니라, 조립설치된 작업대가 견고하게 고정되므로 안전사고의 발생을 방지하며, 각 부품이 용이하게 분해/조립되어 보관에 필요한 공간을 적게 차지하는 건축용 조립식 작업대에 관한 것이다. The disclosed contents are related to the prefabricated workbench for construction, and in detail, it can be easily expanded according to the working height, and the assembled worktable is firmly fixed to prevent the occurrence of safety accidents, and each part is easily disassembled / assembled. A prefabricated workbench for building that takes up less space for storage. 이러한 건축용 조립식 작업대는 건축용 조립식 작업대에 있어서, 각 모서리에서 상부로 돌출된 삽입핀(112)과, 모서리에 나사결합되어 회전에 의해 축방향으로 이동하여 하단이 지면에 고정/고정해제되는 고정부(116)를 형성한 베이스(110);와, 상단에 삽입핀(124)을 형성하고 하단에 삽입공(126)을 형성한 수직바(122)와, 복수의 수직바(122) 사이를 연결하는 다수의 가로바(128)를 형성한 측벽프레임(120);과, 상기 측벽프레임(120)의 가로바(128)에 걸려지는 후크(132)를 양단에 형성하고, 판면일측에 경첩(136)에 의해 개폐되는 도어(134)를 형성하여 측벽프레임(120)의 상측에 설치되는 발판프레임(130); 및, 상기 베이스(110)의 양측으로 수직삽착되는 측벽프레임(120) 사이를 연결하도록 양단에 측벽프레임(120)의 가로바(128)에 걸려지는 후크(142)를 형성한 지지대(140)를 포함하여 달성된다. This building prefab workbench in the building prefabricated workbench, the insertion pin 112 protruding upward from each corner, and the fixing portion that is screwed to the corner and moved in the axial direction by rotation to the bottom is fixed / unlocked to the ground ( A base 110 having a 116 formed therein; and a vertical bar 122 having an insertion pin 124 formed at an upper end thereof and an insertion hole 126 formed at a lower end thereof, connecting the plurality of vertical bars 122. A side wall frame 120 having a plurality of horizontal bars 128 formed therein; and hooks 132 hanging on the horizontal bars 128 of the side wall frame 120 at both ends, and hinges 136 on one side of the plate surface. A scaffold frame 130 formed on an upper side of the side wall frame 120 by forming a door 134 opened and closed by the door 134; And a support 140 having a hook 142 hooked to the horizontal bar 128 of the side wall frame 120 at both ends to connect between the side ...

Time enforcement mechanism for digital rights management

본 발명은 디지털 저작권 관리(DRM)를 위한 장치 및 그 방법에 관한 것으로, 사용자에 의해 디바이스의 현재 시각이 조작되는 것과 같이 신뢰된 시각이 보장되지 않는 멀티미디어 재생기에서의 디지털 저작권 관리를 위해 DRM 서버에 접속되는 IP 단말기를 통해 DRM 서버로부터 신뢰된 시각을 수신받아 멀티미디어 재생기에 셋팅하는, 디지털 저작권 관리를 위해 신뢰된 시각을 등록하는 장치 및 그 방법과, 콘텐츠 재생 요구 시에 디바이스 클럭에 따라 경과되고 있는 상기 신뢰된 시각으로 상기 콘텐츠 재생 가능 여부를 판별하는, 콘텐츠 사용 제한 장치 및 그 방법을 제공하며, 사용자 등에 의해 임의적으로 현재 시각이 조작되고 인터넷 통신 기능 미탑재로 인해 디바이스의 현재 시각을 원격으로 제어할 수 없는 멀티미디어 재생기(예; 휴대형 MP3 플레이어, 휴대형 동영상 플레이어, 컴퓨터 등)에도 IP 단말기를 통해 강제적으로 신뢰된 시각(DRM Time)을 등록할 수 있고, 위 멀티미디어 재생기에서도 상기 신뢰된 시각으로 콘텐츠 사용을 제한할 수 있고, 그에 따라 디지털 저작권을 보호할 수 있는 효과가 있음. The present invention relates to an apparatus for digital rights management (DRM) and a method thereof, which is directed to a DRM server for digital rights management in a multimedia player in which a trusted time is not guaranteed, such as the current time of the device being manipulated by a user. An apparatus and method for registering a trusted time for digital rights management, which receive a trusted time from a DRM server via an connected IP terminal and set it on a multimedia player, and elapsed according to a device clock when a content is requested to be played. Provided is a content usage limiting device and method for determining whether the content can be played back from the trusted time, and the current time is arbitrarily manipulated by a user or the like and remotely controls the current time of the device due to the lack of internet communication function. Multimedia players (such as portable MP3 players) , Portable video player, computer, etc.) can be forcibly registered through the IP terminal (DRM Time), and the use of the content can be restricted to the trusted time in the multimedia player, and accordingly digital copyright Has a protective effect. 디지털 저작권 관리(DRM), 멀티미디어 재생기, 시각(time), 신뢰성, 콘텐츠 사용 제한 Digital rights management (DRM), multimedia player, time, reliability, content restrictions

Build-up type scaffold

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Facade scaffold

一种脚手架，包括可拆卸部件、地板平台或木板、对角支撑杆、以及扶手杆，其中可拆卸部件彼此连接以构成与垂直部件相结合的侧向框架，本发明的特征在于，所述侧向框架由倒置的L形部件和直杆组成，所述直杆通过无间隙快速连接件连接到L形部件的水平臂上，并且随意连接有其他杆，以构成侧向框架，直杆以及倒置L形部件的垂直臂或长臂均设置有具有摆动夹紧件的快速连接件，该具有摆动夹紧件的快速连接件用来容纳加强拉杆以及安全扶手杆的平端。

The application of scaffold and aperture in scaffolding pole with scaffold wall connecting piece receiving portion

本发明涉及一种脚手架(2)，特别是外立面脚手架，包括内杆(4)、外杆(6)以及所述内杆(4)和所述外杆(6)之间的横杆(8)，其特征在于，所述内杆(4)在中空的杆部段(10)内具有用于扣件的第一容纳通口(14)，所述扣件用于连接脚手架连墙件，并且所述第一容纳通口(14)与所述横杆(8)上侧(12)的最大间距最多为300mm，其中所述第一容纳通口(14)：a)设置在所述横杆(8)的上侧(12)下方；或者b)在所述横杆(8)的上侧(12)上方构成为第一长孔(16)，其中所述第一长孔(16)的纵轴线(30)特别是平行于所述中空的杆部段(10)的杆纵轴线(32)定向。本发明简化并加速了脚手架连墙件在脚手架上的装配过程。同时，在使用双杆式脚手架连墙件的情况下，允许增加脚手架连墙件下方的通道高度。

Patent RU2016137822A3

`”ВУ“” 2016137822” АЗ Дата публикации: 18.09.2018 Форма № 18 ИЗ,ПМ-2011 Федеральная служба по интеллектуальной собственности Федеральное государственное бюджетное учреждение 9 «Федеральный институт промышленной собственности» (ФИПС) ОТЧЕТ О ПОИСКЕ 1. . ИДЕНТИФИКАЦИЯ ЗАЯВКИ Регистрационный номер Дата подачи 2016137822/03(059761) 03.03.2015 РСТ/АО2015/000117 03.03.2015 Приоритет установлен по дате: [ ] подачи заявки [ ] поступления дополнительных материалов от к ранее поданной заявке № [ ] приоритета по первоначальной заявке № из которой данная заявка выделена [ ] подачи первоначальной заявки № из которой данная заявка выделена [ ] подачи ранее поданной заявки № [Х] подачи первой(ых) заявки(ок) в государстве-участнике Парижской конвенции (31) Номер первой(ых) заявки(ок) (32) Дата подачи первой(ых) заявки(ок) (33) Код страны 1. 2014900721 04.03.2014 АО Название изобретения (полезной модели): [Х] - как заявлено; [ ] - уточненное (см. Примечания) АДАПТЕР ДЛЯ ОПОРНОЙ КОНСТРУКЦИИ ОПАЛУБКИ Заявитель: ФОРМ 700 ПТИ ЛТД, АЦ 2. ЕДИНСТВО ИЗОБРЕТЕНИЯ [Х] соблюдено [ ] не соблюдено. Пояснения: см. Примечания 3. ФОРМУЛА ИЗОБРЕТЕНИЯ: [Х] приняты во внимание все пункты (см. Примечания) [ ] приняты во внимание следующие пункты: [ ] принята во внимание измененная формула изобретения (см. Примечания) 4. КЛАССИФИКАЦИЯ ОБЪЕКТА ИЗОБРЕТЕНИЯ (ПОЛЕЗНОЙ МОДЕЛИ) (Указываются индексы МПК и индикатор текущей версии) ЕОЧО, 11/48 (2006.01) 5. ОБЛАСТЬ ПОИСКА 5.1 Проверенный минимум документации РСТ (указывается индексами МПК) Е04011/48 5.2 Другая проверенная документация в той мере, в какой она включена в поисковые подборки: 5.3 Электронные базы данных, использованные при поиске (название базы, и если, возможно, поисковые термины): РУРТ ЕАРАТГУ, Ебрасепе, РАТЕМТЗСОРЕ, Рабеагсв, КОРТО, ОЗРТО 6. ДОКУМЕНТЫ, ОТНОСЯЩИЕСЯ К ПРЕДМЕТУ ПОИСКА Кате- Наименование документа с указанием (где необходимо) частей, Относится к гория* относящихся к предмету поиска пункту формулы № 1 2 3 Хх 05 2004075042 АТ (АКОХЕМА ...

REMOVABLE SIZE FOR FACADES.

LA INVENCION ESTA RELACIONADA CON UN ANDAMIO DE FACHADA DESMONTABLE CON, POR LO MENOS, CUATRO APOYOS VERTICALES COMPUESTOS DE ELEMENTOS DE APOYO (3, 3'', 3'''') QUE SE PUEDEN SEPARAR INDIVIDUALMENTE, EN EL QUE, AL MENOS DETERMINADOS ELEMENTOS DE APOYO, PRESENTAN POSICIONES DE FIJACION (24, 19, 20) PARA PLACAS DE FONDO (14, 14''), ASI COMO PARA ELEMENTOS DE BARANDILLA (18, 18'') QUE SE EXTIENDEN FUNDAMENTALMENTE DE FORMA HORIZONTAL, EN EL QUE, CON EL ANDAMIO MONTADO, SE ENCUENTRA, AL MENOS, UNA POSICION DE FIJACION (19, 20) DE UN ELEMENTO DE APOYO (3, 3'', 3'''') PREVISTA PARA UN ELEMENTO DE BARANDILLA (18, 18'') POR ENCIMA DE UNA POSICION DE FIJACION (24) DEL MISMO ELEMENTO DE APOYO (3, 3'', 3'''') PREVISTA PARA UNA PLACA DE FONDO (14, 14'') Y EN EL QUE UN ELEMENTO DE BARANDILLA (18, 18'') FIJADO, POR EJEMPLO, DURANTE LA INSTALACION DEL ANDAMIO, SOLO POR UN LADO A UNA POSICION DE FIJACION (19, 20) DE UN ELEMENTO DE APOYO (3, 3'', 3'''') PUEDE GIRAR ALREDEDOR DE, AL MENOS, UN EJE QUE SE DESARROLLA FUNDAMENTALMENTE DE FORMA HORIZONTAL A TRAVES DEL PUNTO DE ACOPLAMIENTO (19, 20) ENTRE EL ELEMENTO DE APOYO (3, 3'', 3'''') Y EL ELEMENTO DE BARANDILLA (18, 18''). POR OTRA PARTE, LA INVENCION SE REFIERE A UN PROCEDIMIENTO PARA EL MONTAJE O DESMONTAJE DE UN ANDAMIO DE FACHADA DE ESTE TIPO. THE INVENTION IS RELATED TO A REMOVABLE FACADE ANDAMIO WITH, AT LEAST, FOUR COMPOSITE VERTICAL SUPPORTS OF SUPPORT ELEMENTS (3, 3 '', 3 '' '') THAT CAN BE SEPARATED INDIVIDUALLY, IN WHICH AT LEAST DETERMINED SUPPORT ELEMENTS, PRESENT FIXING POSITIONS (24, 19, 20) FOR BACKGROUND PLATES (14, 14``), AS WELL AS FOR RAILING ELEMENTS (18, 18 '') THAT ARE FUNDAMENTALLY EXTENDED HORIZONTALLY, IN THE THAT, WITH THE ASSEMBLED ASSEMBLY, IS AT LEAST A POSITION OF FIXATION (19, 20) OF A SUPPORT ELEMENT (3 ...

FRAME FOR TILT TOWER AND TILT TOWER EQUIPPED WITH

Improvements made to metal scaffolding

element for the construction of scaffolding and similar constructions

Semiprefabricated, interlocking scaffolding frame - consists of polygonal base sections with sockets at each angle with interfitting upright sections and braces

The base section of the scaffolding frame is triangular and has sides (1-3) joined by sleeves (4, 4a, 4b). The uprights (5) consist of tubular sections, preferably of circular cross-section, with an external diameter corresponding to that of the sleeves (4, 4a, 4b) into which they fit. Each brace (6) has sockets (7, 7a) at each end which slant so that they fit onto pieces (4') jutting out from the sleeves (4, 4a, 4b). Base jacks (8) each consisting of a base (9) onto which is fixed a screw (10) to which is fitted a nut support each sleeve section (A). A top jack (14) comprises a nut (11), a screw (101) on the end of which is a clamp (15).

Reusable lightweight shuttering prop - has cylindrical bearing elements with bayonet joints and bracing panels

The prop for supporting shuttering consits of a number of horizontal modules placed on top of one another. The composition of the modules varies according to the load to be supported, but must always include a minimum of three bearing elements and three brace panels. The bearing elements are cylindrical with a circular section and are linked together by bayonet joints, the sleeve of which is on the lower part of the element. On the upper part is a groove formed by a collar (25) encircling the element. Each brace panel is triangular in shape the base of which is a horizontal bar with a tongue at each end. The tongues fit into the grooves on the bearing elements.

Installation in particular for the realization of scaffolding

scaffolding with prefabricated metal tubes

METHOD OF ASSEMBLING A SCAFFOLDING AND ASSEMBLY DEVICE

Scaffolding comprising fixing means affording it rigidity, safety and speed of use

Scaffolding for building and public works comprising, at the level of each basic subassembly, namely: the vertical lateral ladders 1, the guardrails 3, the deckings 7 and the access ladders 15, fixing means 5, 9, 11, 16 affording the assembly rigidity, safety and speed of use (assembly and disassembly).

IMPROVEMENT TO SHOOTING TOWERS.

La tour est constituée de cadres (2) et de piétements (3) et l'ensemble forme une structure monobloc, chaque cadre étant constitué d'un montant (10), d'une lisse supérieure (11) et d'une diagonale (12) faisant office de contreventement. Les moyens de verrouillage des cadres (2) entre eux sont constitués, d'une part, d'un dispositif d'ancrage automatique et, d'autre part, d'un verrouillage du type 1/8ème de tour, au moyen de manchons qui sont aménagés avec des lumières qui coopèrent avec des pions disposés à la partie supérieure de chaque montant (10). Les manchons sont aménagés pour permettre, lors du montage des cadres d'un même étage, un pivotement du premier cadre, selon un angle qui permet de l'écarter vers l'extérieur pour éviter toute interférence entre son dispositif d'ancrage automatique et le dernier cadre à poser. Les cadres sont équipés directement avec une échelle et, dans la plupart des cas, avec une sous-lisse (17). The tower consists of frames (2) and legs (3) and the assembly forms a one-piece structure, each frame consisting of a post (10), a top rail (11) and a diagonal ( 12) acting as bracing. The means for locking the frames (2) to one another are constituted, on the one hand, by an automatic anchoring device and, on the other hand, by a 1 / 8th turn latch, by means of sleeves which are arranged with lights that cooperate with pins disposed at the top of each upright (10). The sleeves are arranged to allow, when mounting the frames of the same floor, a pivoting of the first frame, at an angle that allows it to spread outwardly to avoid interference between its automatic anchoring device and the last frame to ask. The frames are equipped directly with a ladder and, in most cases, with a sub-smooth (17).

PREFABRICATED SCAFFOLDING ELEMENT WITH AUTOMATIC GAME COMPENSATION

SCAFFOLDING ELEMENT AND SCAFFOLDING ASSEMBLY COMPRISING SUCH A ELEMENT

Scaffolding erection procedure - has two base frames braced to take next level of guard rails and decking

The two tubular base frames (1,5) are connected with a brace or rail (9). A guard rail forming beam (17) is placed between the frame vertical extensions and then decking (30) is placed between the frames. Intermediate decking supports (25) between the frames are hung from the guard rail and are fixed to the lower bracing or rail. The vase frames have two unequal height posts (2,3) connected by a traverse (4) situated below the top end of the smaller post (3) and the brace is joined to the frames via the smaller post below the frame traverse.

Improvements to tubular scaffolding with fixing pins

Modular construction element, particularly for a ladder or scaffolding

This modular construction element 14, of the type comprising at least two uprights between which there extends at least one crossmember, is characterised in that each end of the uprights is threaded and adapted to interact with a ring 18, 19 for fixing the said element 14 to an adjacent element 15.

Prefabricated scaffolding for a building

Tubular scaffolding device for a building and civil engineering structure. The invention relates to a device making it possible to use rapidly a lightweight scaffolding of height limited to 50 metres without special constraints. It consists of steel tubes having a standard system for fitting and securing with collars the elements of this structure; they are progressively built up as the number of levels to be reached increases and conversely the reverse operation is carried out when the site is being cleared and closed down. In addition, the invention may be adapted to all constraints of structures and in the same context of speed and of strength.

Scaffolding improvements

MODULAR CONSTRUCTION ELEMENT, ESPECIALLY A LADDER OR SCAFFOLD

Shoring tower for installation of work station in top portion of tower, has stirrups placed at distance from pins to allow assembling and disassembling of diagonals and/or ledgers on stirrups according to needs after superposition of frames

The tower has a sleeve authorizing rotation of frames (2) beyond its normal locking position to place a free end of a rail (11) at an outer side of a plan of the tower in which the frames are normally located. The sleeve avoids interference between a free end of diagonal of one of the frames and a stirrup of a jamb (10) of other framework. Other stirrups are placed at same level with the former stirrup. The stirrups are placed at a distance from pins to allow assembling and disassembling of diagonals and/or ledgers (5) on the stirrups according to needs after the superposition of the frames.

metal tubular scaffolding ladder with sliding bar

removable scaffolding

metal scaffolding, especially for construction

MDS Tower

Tour B-TP d’étaiement dont le montage et le démontage se font en sécurité constituée d’une base (1) et de cadres (2) superposés et emboîtés caractérisée par le fait que à chaque niveau les quatre angles forment des nœuds mécaniques dont la configuration impose un ordre de montage impératif : Lors de l’assemblage des cadres, un crochet (33) réalise la liaison entre les montants superposés permettant ainsi le grutage de l’ensemble de la tour. Ce crochet est inséré à travers une rosace (17) de l’élément inférieur grâce à un emboitement et un « quart de tour ». Ce crochet est également utilisé pour verrouiller la rotation des cadres en traversant la boucle d’extrémité (16) d’un des cadres de l’élévation inférieure, située en bout de lisse à l’opposé sur la même diagonale. Lorsque le pourtour est constitué, le plancher peut être mis en place par insertion d’un crochet MDS (22) dans un trou (34) de la plaque (35). Figure pour l’abrégé : Fig. 1 B-TP shoring tower, the assembly and disassembly of which are carried out safely, consisting of a base (1) and frames (2) superimposed and interlocked, characterized by the fact that at each level the four angles form mechanical nodes whose the configuration imposes an imperative order of assembly: During the assembly of the frames, a hook (33) makes the connection between the superimposed uprights thus allowing the crane of the whole of the tower. This hook is inserted through a rosette (17) of the lower element by means of an interlocking and a "quarter turn". This hook is also used to lock the rotation of the frames by passing through the end loop (16) of one of the lower elevation frames, located at the opposite end of the rail on the same diagonal. When the perimeter is formed, the floor can be put in place by inserting an MDS hook (22) into a hole (34) in the plate (35). Figure for the abstract: Fig. 1

construction element and assemblies by applying

ASSEMBLY GASKET, FOR EXAMPLE FOR SCAFFOLDING ELEMENTS

Joint d'assemblage destiné à accoupler, d'une manière amovible, deux éléments d'échafaudage. Il comporte une première partie, rigidement liée à l'un des éléments 1, comportant deux goupilles parallèles 13 à rebord 14, et une seconde partie, rigidement liée à l'autre élément 2, comportant deux éléments d'assemblage 5, 6 qui présentent des ouvertures transversales en U propres à coopérer avec les goupilles et non parallèles entre elles, l'axe de symétrie de l'une de ces ouvertures étant tangent à un cercle centré sur l'axe de la goupille logée dans l'autre ouverture. Application principale : construction d'échafaudages. Assembly joint intended to couple, in a removable manner, two scaffolding elements. It comprises a first part, rigidly linked to one of the elements 1, comprising two parallel pins 13 with flange 14, and a second part, rigidly linked to the other element 2, comprising two assembly elements 5, 6 which have transverse U-shaped openings suitable for cooperating with the pins and not parallel to each other, the axis of symmetry of one of these openings being tangent to a circle centered on the axis of the pin housed in the other opening. Main application: construction of scaffolding.

scaffolding

Patent FR2256998B1

scaffolding

Method of fitting out removable scaffolding and scaffolding including application

Suspended scaffolding for wall of building, has support frame maintained on bracket in stable raised support position and slidingly mounted relative to bracket that forms guiding path of frame, in unlocked state of bracket

The scaffolding has a bracket (1) coupled to a building wall, and a support frame (7) supporting a balustrade and/or a floorboard. Maintaining unit (5) formed of crosspiece (2) and hooks (10, 11), and a locking unit formed of through-bores (6), locking pin and through bores, respectively maintain and lock the frame in a stable raised support position in which the units are carried by the bracket. The frame is maintained on the bracket in the position and slidingly mounted relative to the bracket that forms a guiding path of the frame, in the unlocked state of the bracket.

rolling scaffolding

TURNING TOWER

Scaffolding element e.g. diagonal brace, for constructing temporary, fixed or mobile stile, has mounting core whose external surface has sliding ramps forming continuity between angular sectors of proximal and distal transversal sections

The element e.g. diagonal brace (5), has a mounting core elongated along a longitudinal direction and including a transversal section that is large and proximal, and another transversal section that is small and distal. An external surface of the mounting core comprises helical sliding ramps forming continuity between an angular sector of the proximal transversal section and an angular sector of the distal transversal section. The proximal transversal section is in oblong, oval, elliptical or polygonal shape, and the distal transversal section is in circular shape. The assembling cores are made of polymer material or composite materials.

Patent FR2307099B1

KNOT FOR A SERVICE STRUCTURE AND SERVICE STRUCTURE INCLUDING SUCH A KNOT

L'invention a pour objet un nœud (1) pour une structure de service comprenant : - une première portion (11) s'étendant selon un premier plan (P1), et ayant une ouverture principale (10) dans laquelle un montant tubulaire peut être agencé et une première ouverture secondaire (13) à laquelle une lisse et un garde-corps peuvent être reliés de façon démontable ; -une deuxième portion (12) s'étendant selon un deuxième plan (P2) perpendiculaire au premier plan (P1) et ayant une deuxième ouverture secondaire (14) à laquelle un garde-corps et une diagonale peuvent être reliés de façon démontable. L'invention a pour autre objet une structure de service comprenant un nœud (1) disposé sur un montant tubulaire, une lisse, un garde-corps et une diagonale reliés de façon démontable aux ouvertures secondaires (13, 14) du nœud (1). The subject of the invention is a node (1) for a service structure comprising: - a first portion (11) extending in a first plane (P1), and having a main opening (10) in which a tubular upright can be arranged and a first secondary opening (13) to which a rail and a guard bodies can be connected in a removable way; -a second portion (12) extending along a second plane (P2) perpendicular to the first plane (P1) and having a second secondary opening (14) to which a guardrail and a diagonal can be connected in a removable manner. Another object of the invention is a service structure comprising a node (1) arranged on a tubular upright, a rail, a guardrail and a diagonal connected in a removable manner to the secondary openings (13, 14) of the node (1). .

construction element, in particular for scaffolding, and constructions by applying

Patent FR2429884B3

Patent FR2404723B1

Prefabricated panel and its junction element for the rapid erection of various consturctions

TECHNIQUE OR METHOD FOR ASSEMBLING SCAFFOLDING AND SCAFFOLDING THUS OBTAINED

Improvements to elements for the construction of shoring pylons and the like

Patent FR2199786A5

CONNECTION CONNECTION FOR TILT

Un raccord de liaison (9) pour tour d'étaiement comportant une lisse horizontale (91) comportant respectivement à ses extrémités un premier organe de connexion (92) et un deuxième organe de connexion (93), chaque organe de connexion (92, 93) étant adapté pour coopérer avec au moins un cadre de tour d'étaiement, le raccord (9) comportant au moins un anneau de levage (94). A connecting connection (9) for a shoring tower having a horizontal rail (91) respectively having at its ends a first connecting member (92) and a second connecting member (93), each connecting member (92, 93 ) being adapted to cooperate with at least one shoring tower frame, the fitting (9) having at least one lifting ring (94).

tubular scaffolding

Building framework of right-angled triangular sections - with interchangeable assembly-ends and pin with perforated collar

The basic section is a right-angled triangle. One side of the angle is a metal tube with male and female ends. The ends are fixed inside the tube by means of pins. The male end has a thread (16) which projects. The female end has a thread (6) which projects. The female end (4) has internal threading. The second side of the triangular section is of hollow metal of square or rectangular cross-section. On the end opposite the right angle is a pin (9) on which is a collar (10) with holes in. The third side (12) of the triangular section is tubular and soldered at one end to the end of the side (8), and at the other end has a sleeve taking the make end of the first side (1). The side (8) has a pin (14) with a perforated collar (15). An assembly tower is made up of a number of right-angled triangular sections (1a, 1b, 1c, 1d) and can support a platform (18) screwed (17) onto the pins (9 or 14) by flat-headed screws (22) fitting into a pin (21). Each platform corner is cut out (23). A diagonal cross-piece (25) ensures the rigidity of the tower and has fixture-pins at the ends fitting into holes in the collar (10).

Method and apparatus for assembly of a shoring tower

A method for assembly of a shoring tower is provided, wherein in a first step a separate lifting and holding tool is hooked in a deck at a front side of the deck, which is located within a first shoring level (I), preferably in an insertion position defined by two opposed shoring struts. In a second step, the lifting and holding tool is hanged up on a shoring strut of a next higher second shoring level (II) such that the hooked in front side of the deck is held by the lifting and holding tool temporarily in an assembly distance above the intended insertion position of the first shoring level (I) in a slanting intermediate assembly position not intended to be accessible, wherein the assembly distance is smaller than the distance between the first shoring level (I) and the second shoring level (II).

scaffolding

INTERLOCKING ASSEMBLY FOR SCAFFOLDING

Dans cet assemblage pour des échafaudages comportant des cadres (1, 2) pourvus de montants (10) traversés par des barreaux (3), les deux éléments de montants respectifs (10) établissant la liaison à emboîtement des deux cadres (1, 2) sont emboîtés l'un dans l'autre et la face frontale d'une extrémité en forme de partie enfichable (5) du montant (10) d'un cadre (1, 2) prend appui sur une surface d'appui (14) d'une partie transversale, qui traverse l'extrémité, en forme de partie de réception (6), du montant (10) de l'autre cadre (2, 1).Application notamment à des échafaudages mobiles ou fixes pour des travaux sur des façades de bâtiments. In this assembly for scaffolding comprising frames (1, 2) provided with uprights (10) crossed by bars (3), the two respective upright elements (10) establishing the interlocking connection of the two frames (1, 2) are nested one inside the other and the front face of one end in the form of a plug-in part (5) of the upright (10) of a frame (1, 2) is supported on a bearing surface (14) a transverse part, which passes through the end, in the form of a receiving part (6), of the upright (10) of the other frame (2, 1) .Application in particular to mobile or fixed scaffolding for work on facades of buildings.

Unit-construction scaffolding assembly - has ladders and platforms detachably hinged on cross-members

Two frontal parallel sections have top and bottom cross-members between pairs of vertical tubular columns, and a platform is fixed between the two top cross-members. A diagonal ladder runs between the top cross-member of one section and the bottom one of the other. One of the ends of the platform and one of the ends of the ladder is detachably secured to the respective cross-member, so as to allow division of the section into two independent half sections. Their other ends hinge on the cross-members to allow them to be folded against the frontal section concerned. The free end of the platform is hooked onto the bottom cross-member when in the folded position.

CONSTRUCTION ELEMENT, IN PARTICULAR FOR SCAFFOLDING OR SIMILAR, PROVIDED WITH A LATCHING DEVICE

Improvements to metal frames

Working bridge