ПОТОЛОЧНАЯ КОНСТРУКЦИЯ, ГИБКАЯ ПАНЕЛЬ И СПОСОБ ЕЕ ИЗГОТОВЛЕНИЯ

FIELD: building, particularly suspended ceiling panels. SUBSTANCE: panel includes longitudinal beams and cross-bars defining areas for panel supporting in-between. Panel has at least one flat sheet of material connected to reinforcing member provided with channels. Channels extend at least in one direction relative sheet material. If two and more sheets are used the sheets are located from opposite reinforcing member sides. EFFECT: increased panel flexibility for easy insertion thereof in gaps between longitudinal beams and cross-bars, increased panel compressibility for panel profile thickness reduction during transportation. 46 cl, 85 dwg Эд сс ПЧ сэ (19) РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ ВИ "” 2 234 576. (51) МПК? 13) С2 Е 04 С 2/34 12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21), (22) Заявка: 2002106423103, 04.08.2000 (24) Дата начала действия патента: 04.08.2000 (30) Приоритет: 13.08.1999 Ш$ 60/148,834 (43) Дата публикации заявки: 10.11.2003 (46) Дата публикации: 20.08.2004 (56) Ссылки: ГУБЕНКО А.Б. Строительные конструкции с применением пластмасс. - М.: Издательство литературы по строительству, 1970, с.35,38,39,46. СН 466538 А, 31.01.1969. 4$ 2419971 А, 05.06.1943. ЗИ 1822898 А, 23.06.1993. (85) Дата перевода заявки РСТ на национальную фазу: 13.03.2002 (86) Заявка РСТ: 0$ 00/21343 (04.08.2000) (87) Публикация РСТ: М/О 01/12911 (22.02.2001) (98) Адрес для переписки: 129010, Москва, ул. Большая Спасская, 25, стр.3, ООО "Юридическая фирма Городисский и Партнеры", Е.В.Томской (72) Изобретатель: КЮПЕРУС Ко (ЦЭ), СВИЩ Пол Г. (ЦЗ) (73) Патентообладатель: ХАНТЕР ДУГЛАС ИНДАСТРИЗ Б.В. (МЕ) (74) Патентный поверенный: Томская Елена Владимировна (54) ПОТОЛОЧНАЯ КОНСТРУКЦИЯ, ГИБКАЯ ПАНЕЛЬ И СПОСОБ ЕЕ ИЗГОТОВЛЕНИЯ (57) Изобретение относится к области строительства, в частности к панелям подвесных потолков. Панель включает в себя продольные балки и поперечины, между которыми образованы зоны для создания опоры для панелей, при этом панели имеют, ...

ОБЛЕГЧЕННАЯ ЗВУКОИЗОЛИРУЮЩАЯ ПАНЕЛЬ

Полезная модель относится к области машиностроения, строительства и деревообработки, а именно к звукоизолирующим панелям, используемым для акустической обработки помещений, кабин, кожухов, возведения стационарных звукозащитных акустических экранов и временных перегородок в рабочей зоне помещений и т.д. Облегченная звукоизолирующая панель содержит два плоских параллельных листа, заключенную между ними ромбовидную перегородку, представляющую собой многосекционный демпфирующий элемент, и расположенные на линиях изгиба параллельных листов чередующиеся сквозные отверстия диаметром от 3 до 10 мм, расстояние между которыми составляет 10-15 см. Технический результат от применения предлагаемой полезной модели - повышение эффективности шумопоглощения за счет расширения частотного диапазона, универсальность монтажа и улучшение эксплуатационных свойств. Эффективность полезной модели обусловлена тем, что чередующиеся сквозные отверстия разного диаметра, расположенные на линиях изгиба параллельных листов ...

МНОГОФУНКЦИОНАЛЬНАЯ КОМПОЗИТНАЯ КОНСТРУКЦИЯ ДЛЯ ЭКСТРЕМАЛЬНЫХ УСЛОВИЙ

РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2017 113 423 A (51) МПК B64D 13/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2017113423, 18.04.2017 (71) Заявитель(и): ЗЕ БОИНГ КОМПАНИ (US) Приоритет(ы): (30) Конвенционный приоритет: 02.08.2016 US 15/226,219 29 Адрес для переписки: 190000, Санкт-Петербург, BOX-1125, "ПАТЕНТИКА" Стр.: 1 A 2 0 1 7 1 1 3 4 2 3 R U A (57) Формула изобретения 1. Композитная конструкция (100), содержащая: - внешнюю панель (12), выполненную из композиционного материала и имеющую толщину между внешней поверхностью (14) внешней панели (12) и внутренней поверхностью (16) внешней панели (12), при этом внешняя поверхность (14) внешней панели (12) и внутренняя поверхность (16) внешней панели (12) являются гладкими непрерывными поверхностями, которые по существу параллельны; - внутреннюю панель (24), выполненную из композиционного материала и имеющую толщину между внешней поверхностью (26) внутренней панели (24) и внутренней поверхностью (28) внутренней панели (24), при этом внешняя поверхность (26) внутренней панели (24) и внутренняя поверхность (28) внутренней панели (24) являются гладкими непрерывными поверхностями, которые по существу параллельны; - пространство (42) между внутренней поверхностью (16) внешней панели (12) и внутренней поверхностью (28) внутренней панели (24); опорную конструкцию (44) в указанном пространстве (42), соединенную с внутренней поверхностью (16) внешней панели (12) и внутренней поверхностью (28) внутренней панели (24); - пеноматериал (64), размещенный в указанном пространстве (42) и опорной конструкции (44); и - проволоку (66), проходящую через указанное пространство (42) между внутренней поверхностью (16) внешней панели (12) и внутренней поверхностью (28) внутренней панели (24) и имеющую высокую электрическую проводимость. 2. Композитная конструкция (10) по п. 1, также содержащая: 2 0 1 7 1 1 3 4 2 3 (54) МНОГОФУНКЦИОНАЛЬНАЯ КОМПОЗИТНАЯ КОНСТРУКЦИЯ ДЛЯ ...

Сжимаема строительна панель

... 1. Сжимаемая строительная панель, содержащая по меньшей мере, один наружный лист материала, имеющего внутреннюю и наружную поверхность; большое количество распорок, которые в состоянии покоя расширены, прикреплены к упомянутой внутренней поверхности и выступают от нее, при этом распорки могут быть сжаты; соединительное средство для крепления друг с другом упомянутых распорок с обеспечением гибкости в местах, удаленных от наружного листа. 2. Панель по п.1, в которой упомянутые распорки удлинены и проходят параллельно друг другу. 3. Панель по п.1 или 2, в которой упомянутые распорки изготовлены из полужесткого материала. 4. Панель по п.3, в которой упомянутые распорки независимы друг от друга. 5. Панель по п.4, в которой упомянутые распорки могут сгибаться до упомянутого состояния сжатия. 6. Панель по п.4, в которой упомянутые распорки смещены в состояние покоя. 7. Панель по п.6, в которой упомянутые распорки изготавливают из независимых листов полужесткого, но сгибаемого материала, при этом ...

Deckensystem mit austauschbaren Platten

Verbindungsanordnung für Faserverbund-Sandwichstrukturen in Modulbauweise und Verfahren zur Herstellung der Verbindungsanordnung

Sandwichplatte mit Profilkern

Schallabsorbierendes und waermeisolierendes Verbundmaterial als Fuellung einer Hohlwand

Light-weight weather-resistant table-tennis table - comprises aluminium top and bottom with sound-absorbing lining

Between the aluminium top and bottom plates of the table tennis table top are aluminium spacer members which are firmly connected to the two plates. The distance members may form a plate the same size as the top and bottom plates and can be connected to the top plate by means of the intermediate sound-absorbing layer which may consist of metal or plastics or hard fibre plate and serves as a reinforcement or stabilising plate. The cavities between the top and bottom plates and between the spacer members are preferably filled with a foamed plastics material. All these materials are weather-resistant and unlikely to warp.

Werkstoff und,insbesondere fuer waerme- und stossisolierende Bauteile,Verpackungen od.dgl. sowie Verfahren zu dessen Herstellung

Cellular core for laminated panels - has triangular element with projecting side rib at apex, shaped for interlocking

The cellular arrangement is used in sandwich or laminated plates. The external skin is laminated on both sides of the cellular core. External skins can be applied to this core without danger of deformation. Individual cell elements can be joined to build up the required cellular core structure. The cell elements can be made continuously from sheet material. Each cell has a triangular cross-section, with three flat sides (26, 28, 34). A plate (24) which projects as a rib from one apex of the triangle, is continued outwards, parallel to the base. This apex incorporates a step for projecting edge of the adjacent cell, so that adjacent cells can be interlocked.

NACHGIEBIGES STRUKTURELLES PANEEL

KOLLISIONSBESTÄNDIGE, DOPPELWANDIGE STRUKTUR

Cellular foam core structure assembly

Foam core material comprises a series of parallel cellular foam cores (20) arranged on a flat primary base layer (22) of fabric with a primary covering layer (24) of fabric arranged over the core and stitched to the primary base layer between the cores. A second set of parallel foam cores on a base layer with a covering layer is arranged with the cores interdigitated with the cores of the first set and the covering layers bonded together. The whole assembly is rigidified by a cured synthetic resin impregnant. Has further layers of fabric (32) applied over the faces to cover the stitching, being held in place by the synthetic resin. The structure may be vacuum formed and vacuum impregnated. Formation of boat hulls. Simple basic core structure which can easily be formed into complex shapes in which it is rigidified by resin impregnation into a strong composite structure.

Improvements in building elements

... 625,462. Building units. STORRAR, J. Jan. 2, 1948, No. 348/47. [Class 87(i)] The walls 13 of an evacuated hollow metal building unit are prevented from collapsing by a corrugated metal sheet 15. Short non-metallic distance pieces 16 are provided between the sheet 15 and the outer walls of the unit. The edges of the unit may be recessed, rebated or tongued and grooved, and the metal sheets may be coated with sound insulating &c. material.

Floor/wall structure

Method for constructing a laminated and corrugated wall plate

PANELS

Improvements in or relating to a structural element and a method of making a structural element

... 926,675. Composite metal sheet. BRITISH URALITE Ltd. Aug. 24, 1960 [Aug. 24, 1959], No. 28888/59. Class 20 (2). [Also in Groups I and XXII] A structural element is formed from a single sheet of material, provided with at least four parallel rows of similar elongated apertures 2, Fig. 1, of equal length, the apertures of each row being similarly and equally inclined to the longitudinal axis of the row, said apertures permitting the deformation of the sheet whereby the unapertured portions 4, 5, Fig. 1, are displaced to constitute two layers 4, 5, Fig. 6, spaced by central sections 7 formed by the apertured portions. The alternate unapertured portions 4, 5, Fig. 6, meet edge-to-edge and the zig-zag lines of the joins therebetween may be welded together. In a modification, apertures 12, 121, Fig. 8, in successive rows are inclined on the opposite sense to the axis of the rows, and after the forming operation separate serrated-edge strips 18, 19, Fig. 10, are secured in coplanar relation ...

A vacuum insulation panel

A vacuum insulation panel 2 comprises a first layer 4, an intermediate connecting layer 6 and a second layer 8. The first and second layers 4, 8 are each formed by a generally planar base 7, 9 having an internal side and an external side, and formations 12, 14 extending from the internal side of the base 7, 9. The intermediate connecting layer 6 comprises a generally planar base 11 with formations 16 extending generally perpendicularly from both sides corresponding to the formations 12 and 14 of the first and second layers 4, 8. The first layer is provided with an array of apertures 10 on the base 7. The formations are arranged such that they connect together to define substantially circular chambers 20 having outer cavities (22) around them within a matrix of generally square cells 30. Air is evacuated from the chambers 20 and cavities 22 through the apertures 10. By evacuating all possible areas of the vacuum insulation panel 2, heat loss and sound transmission is reduced to a minimum ...

A method for improving the strength and carrying capacity of existing stiffened plate structures, corrugated structures and structures in general

Structural sandwich plate members

A structural sandwich plate member (2) formed of outer metal plates (3) and a plastics or polymer core (4) such as an elastomer which bonds the outer metal plates together with sufficient strength to transfer shear forces therebetween has a hollow member (1) embedded in the core to define a void within the core. The hollow member may comprise one or more elongate tube like portions(11). Elongate tube like portions may be joined together by webs (12) with additional webs (13) projecting from the outer sides of outer tube-like portions. The tube-like portions may have internal reinforcing ribs and vertical spacing webs. The hollow member may be adapted for the use of corrugated outer metal plates.

Constructional materials and methods for their manufacture

... Chevron structures of the type disclosed in Specifications 815,522 and 815,523 are formed by drawing the structure from a sheet of material in an extensible condition and subsequently hardening the sheet. The material may be thermoplastic plastics material or a material which may be made extensible by e.g. peat, a chemical action, humidification, or partial dissolution. In one embodiment, Fig. 6, a clamped sheet F of heat-softened thermoplastic material is drawn to the required shape between press platens P1 and P2 which carry interleaving blades L1 and L2, the ends of each of which blades has the form of the ridge lines of the required chevron structure. In a second embodiment, Fig. 3, a sandwich structure is formed from a heat-softened thermoplastic material placed between cover plates c and d. Each cover plate is covered by a nonadhesive material except for lines e1 and e2, having the shape of the ridge lines of the required chevron structure, ...

Core structure

... 1,132,593. Shaping sheet material. W. F. ROBB. 26 Oct., 1965, No. 45365/65. Heading B6J. [Also in Divisions B3, B5 and F4] A core structure, for use in e.g. a constructional panel or a heat exchanger, comprises a series of saddle shaped oppositely directed flattopped projections. In use the core is sandwiched between flat outer sheets. The core is drawn from a sheet of metal or plastics material by co-operating dies and carrying male pins which interleave when the dies are forwarded towards each other. The pins may alternatively be carried by drums or endless belts.

Composite laminated structural panel

... 650,803. Dowels. PIERCE FOUNDATION, J. B. Sept. 25, 1947, No. 26052. Convention date, March 5: [Class 89(ii)] [Also in Groups VIII and X] A device 24 engages framing rails 14 of adjacent panel units 10 to maintain the edges of the units in register.

Improvements in Building Panels

... 1,190,033. Laminates. REVERE COPPER & BRASS Inc. 15 May, 1967 [16 May, 1966], No. 22424/67. Heading B5N. [Also in Division C7] A building panel comprises a one-piece extruded metal core having a plurality of planar face-panel supporting elements 5 positioned in each of two spaced, parallel planes, the supporting elements in each plane being spaced laterally from one another in said plane with the space between elements in one plane positioned opposite a supporting element in the other plane, and web members 6 integrally formed with the elements 5 and extending between the spaced planes of supporting elements with opposite edges of each web member engaging the proximal longitudinal margin of each of the oppositely positioned supporting elements inwardly from the edges of these elements, and a face panel 7 secured to the planar face-panel supporting elements of each plane. The core 5 may be of extruded aluminium, and the panels 7 of a fire-resistant material such as a mixture of asbestos ...

FORMWORK, IN PARTICULAR TO THE UNTERTAEGIGEN ROAD SUPPORT

SANDWICH SLAB

PACKING MATERIAL FROM CARDBOARD

COMPOSITE CONSTRUCTION ELEMENT AND PRODUCTION PROCEDURE

BAUPLATTE OD. DGL., DEREN HERSTELLUNG UND VERWENDUNG

The invention relates to a building panel, in particular a structural element, wall element, cladding element, support element or the like with a multi-layer structure, preferably based on wood or wooden materials which is or are formed with two outer layers arranged at a distance from one another and with at least one core layer arranged between said outer layers and connected thereto, and is characterized in that between two outer layers (3, 4), where appropriate multi-layer outer layers, each formed with a planar layer material, preferably from the group consisting of wood, wooden materials, metals, textile materials, paperboards, plastics, mineral-based building materials and stones, there is arranged, as the core layer, at least one, at least single-layer, oblique-fibre core layer (5) which is formed from a material, preferably consisting of wood, or of "wood plastic", having a uniform grain, wherein the fibres have an angle (+a) of between +25 and +80° and/or an angle (-a) of from ...

SHIP CONSTRUCTIONS AND CONSTRUCTIONS IN VESSELS

ASSEMBLY FIXTURE OR SUCH A THING, THEIR PRODUCTION AND USE

Mat structure and production thereof

Es werden eine Strukturmatte (10) sowie eine Vorrichtung und ein Verfahren zur Herstellung einer solchen Strukturmatte (10) beschrieben. Die Strukturmatte umfasst: obere dünnwandige Knotenflächen (1) an der Oberseite der Strukturmatte (10) und untere dünnwandige Knotenflächen (2) an der Unterseite der Strukturmatte (10), wobei die oberen Knotenflächen (1) in Bezug auf die unteren Knotenflächen (2) in Dickenrichtung der Strukturmatte (10) beabstandet sind, wobei jede der oberen Knotenflächen (1) von drei Seitenkanten (4) eingefasst ist, wobei jede der oberen Knotenflächen (1) über drei dünnwandige Verbindungsflächen (3) mit drei unteren Knotenflächen (2) verbunden ist, wobei jede der unteren Knotenflächen (2) von drei Seitenkanten ( 4) eingefasst ist und wobei jede der unteren Knotenflächen (2) über drei dünnwandige Verbindungsflächen (3) mit drei oberen Knotenflächen (1) verbunden ist.

Light construction element made of wood

Leichtbauelement (1) aus Holz umfassend eine im Wesentlichen ebene erste Lage (2) und eine mit der ersten verklebte zweite Lage (3), wobei die zweite Lage (3) zu abwechselnd aufeinanderfolgenden, entgegengesetzt gerichteten ersten und zweiten Falten (4, 5) gerafft ist, wobei die ersten Falten (4) jeweils einen Scheitel (8) und beiderseits des Scheitels (8) eine mit einer Flanke (8, 9) einer benachbarten ersten Falte (4) verklebte Flanke (8, 9) haben und die zweiten Falten (5) jeweils einen Scheitel (11) und beiderseits des Scheitels (11) eine von einer Flanke (12, 13) einer benachbarten zweiten Falte (5) beabstandete Flanke (12, 13) haben, und wobei die zweite Lage (3) an den Scheiteln (8) ihrer ersten Falten (4) oder an einer ihrer quer zu den Falten (4, 5) verlaufenden Stirnseiten (6, 7) mit der ersten Lage (2) verklebt ist.

COMPOSITE SLAB WITH WOOD SURFACE FOR THE PRODUCTION OF FURNITURE, WALLS, DOORS

Prefabricated elements from beplankten steel frame for use in a building

Die Erfindung betrifft industriell vorgefertigte Elemente (1) zum Errichten von Bauwerken, welche aus einem Rahmen (2) aus Blechprofilen (3) und einer Beplankung (4) aus einem Holzwerkstoff bestehen, wobei die C-förmigen Profile (3) mit ihren langen Stegen (5) die Stirnseiten des Rahmens (2) bzw. des Elements (1) bilden. Diese Elemente (1) haben ein sehr gutes Verhältnis von niedrigem Gewicht und großer Tragfähigkeit und können daher trotz einer fertigteilähnlichen Größe von zwei Bauarbeitern von Hand getragen und montiert werden. Die Elemente (1) sind standardisiert und können industriell vorgefertigt werden, wobei durch den einfachen Aufbau ein hoher Automatisierungsgrad und damit ein sehr guter Preis erreicht werden kann, welcher unter dem der bekannten Holzriegelfertigteile liegt.

ASSEMBLY FIXTURE.

FLAECHENFOERMIGER SAND YIELDING MOLDED ARTICLE.

HONIGWABEN WITH I-FOERMIGER STRUCTURE.

FOLDING HONEYCOMB

Wall system

Wandelement (1), umfassend eine erste Massivholzplatte (11) und eine zweite Massivholzplatte (12), welche über Querstege (15) parallel und mit Abstand (D, d’, d’’) zueinander befestigt sind, wobei ein Hohlraum (16, 16’) gebildet wird, der von der Innenfläche (21) der ersten Massivholzplatte (11) und der Innenfläche (22) der zweiten Massivholzplatte (12) sowie den Querstegen (15) begrenzt ist, wobei der Hohlraum (16, 16’) mit einem Dämmstoff (19) ausgefüllt ist, wobei an der Außenfläche (31) der ersten Massivholzplatte (11) eine Noppenmatte (35) vorgesehen ist und wobei an der Außenfläche (32) der zweiten Massivholzplatte (12) eine Noppenmatte (35) vorgesehen ist.

BAHNFÖRMIGES ELEMENT AND CONNECTING DEVICE BETWEEN TWO BAHNFÖRMIGEN ELEMENTS

ADHESIVE MULTI-LAYER COMPOSITE SLABS AND PROCEDURES FOR THE PRODUCTION OF MULTI-LAYER COMPOSITE SLABS

FLOOR SCHEME WITH EXCHANGEABLE PLATES

LIGHTWEIGHT BUILDING UNIT IN FORM OF A HOLLOW BODY OUTLINE HONEYCOMB

COMPOSITE SLAB WITH SURFACES FROM STONE, CERAMIC(S) OR SIMILAR MATERIALS FOR MAKING PIECES OF FURNITURE, WALLS OR DOORS

COMPOSITE SLAB WITH A WITH BURLS PROVIDED MIDDLE CLASS, PREFERABLY FROM PLASTIC AND PROCEDURE FOR THEIR PRODUCTION

Steel sheet, in particular for the production of profiles, pipes and composite structures

A MODULAR PARTITION AND FABRICATION THEREOF

Abstract A modular device adapted for subdividing room space, the modular device comprising: a panel comprising a corrugated portion positioned between a first planar surface and a second planar surface of the panel, wherein the peaks of the corrugated portion are in engagement with the first planar surface, wherein the troughs of the corrugated portion are in engagement with the second planar surface; the first planar surface and the second planar surface each having a first end and a second end; wherein the first and second ends of the first planar surface are respectively opposite relatively to the first and second ends of the second planar surface; the second planar surface is parallel to the first planar surface; wherein the corrugations are is parallel to the vertical axis of the panel; a concave female portion positioned along the vertical axis in the panel, wherein the concave female portion is formed from at least: the first end of the first planar surface, the first end of the ...

HONEYCOMB STRUCTURE MATERIAL

Fiber reinforced core panel

Bridge deck panels, fabrication methods and use

A composite material having triangular cavity structure

Composite metal panel

IMPROVEMENTS RELATING TO PANELS

SOLOR ENERGY COLLECTOR

LIGHTWEIGHT CONSTRUCTION ELEMENT IN THE FORM OF A HOLLOW BODY CONTOURED HONEYCOMB STRUCTURE

The invention relates to a lightweight construction element in the form of a hollow body contoured honeycomb structure. The construction component (1) is composed of a plurality of individual layers (2, 3, 4), the medium individual layer (3) being composed of a plurality of additional individual layers (23, 24, 25). The individual layers (2, 4, 23, 24, 25) are configured in such a way that they intermesh and firmly interlock with one another thereby producing or defining surfaces that allow that any forces acting upon the elements or individual layers (2, 4, 23, 24, 25) that make up the construction element (1) are absorbed and evened out. Said elements or layers are capable of absorbing not only pressure or lateral forces but also tensile and transverse forces so that they allow for the production of a construction element (1) of less weight but simultaneously high stability. Said construction element (1) can be shaped or deformed as required and can be also extended three-dimensionally ...

SANDWICH STRUCTURED CONSTRUCTION ELEMENT

The invention relates to a structural member comprising a first and a second board member that are arranged in parallel to each other, and a filler element arranged between the first board member and the second board member. The filler element is a continuous sheet with a sheet plane that is substantially parallel to the first and second board member, and is moulded or vacuum-moulded so that cone-shaped cavity structures project outward from the sheet plane. The cone-shaped cavity structures are provided as truncated cones having a top and bottom, both having a substantially circular shape. One side of the sheet plane has a continuous, flat surface and the cone- shaped cavity structures project outward on the other side of the sheet plane. The cone- shaped cavity structures have a cone angle of approx. 5-45°.

NON CO-EXTENSIVE AIR-SPACED SANDWICH LAMINATE

MODULAR BUILDING APPARATUS AND METHOD

A new and unique construction system based on using a combination of modular components including load-bearing cold rolled Light Gage Steel (LGS) wall panels, floor decking, attachment means and other components, which are manufactured, pre- assembled and transported in kit form to the site, so as to enable the quick and simplified construction of calamity and theft resistant cost effective buildings, from single story single family residential buildings to multi-family housing residential buildings up to four stories in height, as well as commercial and industrial buildings with particular emphasis on applications in the developing countries of the world.

A PRE-ASSEMBLED WALL PANEL FOR UTILITY INSTALLATION

An example pre-assembled wall panel may include a panel frame which includes a plurality of studs connected to opposing end members, first and second wall boards connected to opposite first and second sides of the panel frame, a plurality of spacers attached to at least one of the first and second wall boards and configured to support a finish panel in a spaced relation from the at least one of the first and second wall boards; and a pipe disposed between the first and second wall boards and extending between the opposing end members, wherein the pipe includes a pipe diverter, and wherein a free end of the pipe diverter passes through an opening in the first wall board or the second wall board.

STUD, AND FIBER REINFORCED POLYMERIC BUILDING PANEL INCLUDING SUCH STUD

... ²Light weight fiber-reinforced polymeric (FRP) structural building panels and ²panel assemblies, ²sized and configured for construction of wall structures permanently tied to ²the ground, optionally tying ²overlying structure to an underlying footer through such panels and panel ²assemblies. Footers are ²fabricated by flowing fluid concrete under segments of the wall while anchors ²extend down from the wall ²into the space into which concrete is being flowed. Fiber schedule and ²orientation in the panels provide ²enhanced properties of strength of a panel/wall per unit dimension relative to ²FRP layer thickness and/or ²mass of the panel/wall per unit dimension. Panel profiles as molded, and molds ²to make such profiles, ²enhance panel fabrication.² ...

COLLISION-RESISTANT DOUBLE-SKIN STRUCTURE

An impact-resistant double-skinned structure, such as a double-skinned ship's side, comprises an outer skin (1) and an inner skin (2). A series of channels (3) made of a ductile material and positioned alongside or above one another are attached by the tips of their side walls (4, 5) to the inner surface of the outer skin (1) of the structure. The base (6) of each channel is connected at least by a stringer (7), essentially perpendicular to said base, to the inner skin (1) of the structure or a construction attached thereto.

COMPOSITE BUILDING COMPONENTS, AND METHOD OF MAKING SAME

A composite building component, including a non-planar molded composite web having two outer zones and two angled zones wherein the caliper of the angled zones differs from the caliper of at least one of the outer zones, and a flange disposed on an outer surface of an outer zone.

COMPOSITE BUILDING COMPONENTS, AND METHOD OF MAKING SAME

A composite building component includes a non-planar molded composite web having two outer zones and two angled zones wherein the caliper of the angled zones differs from the caliper of at least one of the outer zones, and a flange disposed on an outer surface of an outer zone. A method of providing a composite building component also is disclosed.

FIBER REINFORCED CORE PANEL

A fiber reinforced core panel having a first side and an opposing second side. The core panel contains a series of adjacent low density strips having at least three faces. The major face of each strip is disposed within the first or second side of the core panel and the major face of each strip is disposed within an opposite face of the core panel than the major face of the adjacent strips. The core panel also contains a continuous fibrous reinforcement sheet which is threaded through the low density strips such that the fibrous reinforcement sheet is disposed between adjacent strips and adjacent to the major faces of the low density strips. The reinforcement sheet forms at least about sixty five percent of the surface area of the first side and at least about sixty five percent of the surface area of the second side of the core panel.

METHOD OF PRODUCING AN ENFORCED DELIMITED ELEMENT AND SUCH AN ELEMENT

The present invention relates to a method of producing an enforced composite surface delimited element such as a wall, a ceiling or a roof. The invention also relates to a surface delimited element of metal or a composite material for e.g. a container, i.e. a surface delimited element such as a wall, a door, a ceiling or a roof. The method is characterized in that profile elements, preferably of metal and having a length within the interval 200 - 250 cm, a width within the interval 15 - 35 cm, and a depth within the interval 18 - 40 cm are connected side by side constituting cell modules having passing through cell elements, that a substance or a material is added to said modules to bring completing properties to said construction element and that said cell modules are provided with an inner and/or outer completely covering layer at the same time adding strength to said surface delimited element. The surface delimited element is characterized in a series of cell modules constituting of ...

BUILDING STUCTURE SYSTEMS

Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures permanently tied to the ground, optionally tying overlying structure to an underlying footer through such panels and panel assemblies. Footers are fabricated by flowing fluid concrete under segments of the wall while anchors extend down from the wall into the space into which concrete is being flowed. Fiber schedule and orientation in the panels provide enhanced properties of strength of a panel/wall per unit dimension relative to FRP layer thickness and/or mass of the panel/wall per unit dimension. Panel profiles as molded, and molds to make such profiles, enhance panel fabrication.

HIGH-RIGIDITY PANEL

A high-rigidity panel having a laminate structure of two or more panels superimposed together, the panels each having a large number of convex portions, the convex portions of each panel being each bonded to one or more convex portions of another such panel. As the material of the panels it is desirable to use steel as a steel plate or such a metallic material as aluminum or titanium. The high-rigidity panel of the invention, because of adoption of such a laminate structure, can exhibit high strength and rigidity against a load applied thereto, despite of lightweight. Thus, the high-rigidity panel of the invention is most suitable for use as a floor or wall surface panel of such a structure as a building structure, an airplane, or a vehicle.

METHOD FOR PRODUCING A VARIABLE DENSITY, CORRUGATED RESIN-BONDED OR THERMO-BONDED FIBERFILL STRUCTURE

A method for forming a corrugated bonded fiberfill structure having pleats, a first surface defined by crests of at least some of the pleats and a second surface defined by bases of at least some of the pleats, comprises the steps of lapping at least one fibrous web formed from first fibers and second fibers in alternating directions to form alternating pleats, with adjoining pleats being spaced apart from each other to form a corrugated fibrous web varying in density between the first and second surfaces; and bonding the pleats of said corrugated fibrous web.

MODULAR CONSTRUCTION SYSTEM

A modular construction system utilizes building components or panels formed of high strength plasticized concrete. Panels are formed with two or more linear peripheral edges fitted with mortises. FRP pultruded tenons are used to connect aligned mortises for adjacent panels. Walls, crown beams and roof panels can be so formed and assembled. Hollow corrugated panels are suitable for forming beams and interior partitions. Beams can be rested on regularly spaced piles and then floor panels on the beams, walls on the floor panels, crown beams on the walls and roof panels on the crown beams, buildings can be erected with a minimum of tools or specialized knowledge. The resulting structure is substantially impervious to environmental hazards, particularly relevant in more primitive locations.

Elément de construction en feuilles.

Sperrplatte.

Mit Hohlräumen versehenes Bauelement

Matériel feuilleté pour isolement thermique et procédé de fabrication de ce matériel.

Zusammengesetzte Tragplatte

Hohlkammerplatte

Panneau

Bauplatte und Verfahren zu ihrer Herstellung

Hohlplatte

Structure plissée et procédé pour sa fabrication

Hohlfachplatte

Panneau de construction

Platte, insbesondere für Konstruktions- und Verpackungszwecke

Porte en carton

Flexibler Baustoff

Paroi isotherme

Plafond

Plattenförmiges Wärmeisolationselement

Als Kern verwendbarer Bauteil aus Kunststoff zur Herstellung von Konstruktionsteilen im Bauwesen

Baukörper, insbesondere für Decken

Verfahren zur Herstellung eines flächenförmigen mehrlagigen, mit Zellen versehenen Materials und Vorrichtung zur Durchführung dieses Verfahrens

Hohlkammerplatte

Stahlblech, insbesondere für die Herstellung von Verbundkonstruktionen

Hohlplatte

Wärmeisolierende Verbundbauplatte

Plattenförmiges, schalldämmendes, zweischalig aufgebautes Bauelement mit Schüttgutfüllung

Footer structures and methods, and panel and wall structures using such footer structures

Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures permanently tied to the ground, optionally tying overlying structure to an underlying footer through such panels and panel assemblies. Footers are fabricated by flowing fluid concrete under segments of the wall while anchors extend down from the wall into the space into which concrete is being flowed.

Prefabricated shear wall system with integrated channels

Prefabricated wall segments for construction of buildings. The prefabricated wall segments are lightweight and easy to install and enable an improved ability to install electrical, plumbing, heating and cooling systems as well as insulation in both the vertical and horizontal direction. The prefabricated wall segments can be utilized in new construction as well as in preexisting structures without the need for specialty equipment or tools.

Engineered Molded Fiberboard Panels

A fiberboard panel is formed from at least one corrugated sheet of molded cellulose fiber material formed from a mixture of at least two different cellulose fibers, one of the fibers comprising bovine processed fiber (BPF). The panel has opposite first and second faces and is formed with alternating ribs and grooves. The ribs on the first face each have a first, flat peak and the ribs on the second face each have a second, flat peak facing in the opposite direction to the first peaks, the opposing first and second flat peaks forming opposing faces of the sheet. Each first peak is connected to adjacent second peaks by angled webs forming opposite side faces of ribs. The corrugated sheet may be sandwiched between two flat sheets of the same material to form a composite panel. 1. A construction panel , comprising:a first elongated sheet of molded fiberboard material of corrugated shape having opposite first and second faces and opposite side edges, each face having a plurality of alternating, longitudinally extending ribs and grooves extending along the length of the sheet, the ribs on the first face each having a first, flat peak and the ribs on the second face each having a second, flat peak facing in the opposite direction to the first peaks, the opposing first and second flat peaks forming opposing faces of the sheet, each first peak being connected to adjacent second peaks by angled webs forming opposite side faces of ribs;the fiberboard material being formed from a mixture of at least two different cellulose fibers, one of the fibers comprising bovine processed fiber (BPF); andthe angle of each web being at least 45 degrees.2. The panel of claim 1 , wherein the angle of each web is approximately 45 degrees.3. The panel of claim 1 , wherein the angle of each web is in the range from approximately 45 degrees to approximately 60 degrees.4. The panel of claim 1 , wherein the peaks on each face having a constant center to center spacing in the range from three inches ...

Sheet material having a concave-convex part, and vehicle panel and laminated structure using the same

A sheet material ( 1 ) includes a stiffness-increasing concave-convex part ( 20 ). A first reference plane (K 1 ) and a second reference plane (K 2 ) serve as a reference system. Numerous at least substantially (H) shaped first reference areas ( 213 ), each including two parallel longitudinal bar parts ( 214 ) and a latitudinal bar part ( 215 ) that connects center portions the two parallel longitudinal bar parts together, are arrayed with the same orientation in the second reference plane (K 2 ). First areas ( 21 ) respectively protrude from the first reference areas ( 213 ) in the second reference plane (K 2 ) toward the first reference plane (K 1 ). Each first area ( 21 ) includes a first top surface ( 211 ), which is a reduced projection of its first reference area ( 213 ) into the first reference plane (K 1 ), and first side surfaces ( 212 ) that connect the outer periphery of the first top surface ( 211 ) with the outer periphery of the corresponding first reference area ( 213 ).

Core layer comprising zigzag-shaped wood elements and multilayer composite comprising the core layer

A core layer, a multilayer composite, and methods of making and using the same are provided. The core layer includes wooden zigzag-shaped elements and is suitable for producing a multilayer composite, or for use in a multilayer composite. The multilayer composite includes at least one cover layer and a core layer, and the cover layer is arranged such that it at least partially covers the core layer and is fixedly connected to the core layer.

Sheet-Like Finishing Element

A panel-like/sheet-like finishing element ( 11 ) for covering floors and walls, for example in the renovation of old buildings, is provided with heat-insulating and sound-absorbing properties if its interior ( 15 ) is provided, between outer covering layers ( 12, 13 ), with channel-forming undulating supporting structures ( 16 ) filled with high-density coarse granules ( 21 ). The supporting structures ( 16 ) are connected to the covering layers ( 12, 13 ) along the vertex lines ( 17 ) so as to provide wet-strength action, and the interior ( 15 ), between these covering layers, is sealed by enclosing edging strips ( 19 ) to provide wet-strength action, with the simultaneous inclusion of moisture-tight, but vapour-permeable, supporting layers ( 20 ) on covering layers ( 12, 13 ). If this finishing element ( 11 ) is mounted vertically, the granule-filled channels ( 14 ) run horizontally.

COMPOSITE STRUCTURAL PANELS AND COMPONENTS

Composite panels including core layers of particular geometry and optional first and second skin layers. The components optionally are made from fiberboard material. The core has either a linear geometry or made from discrete elements. In exemplary embodiments, longitudinally extending voids extend through the panel. Electrical or mechanical conduits may be inserted through the longitudinally extending voids. 1. A composite panel comprising:at least two inner cores made from fiberboard material, each inner core has a defined geometry and is layered on top of each other; anda plurality of open spaces formed between the defined geometries of the inner cores.2. The composite panel of wherein the defined geometry of the inner core is linear.3. The composite panel of wherein the inner core has a discrete element geometry.4. The composite panel of wherein the open space forms at least one longitudinally extending void.5. The composite panel of further comprising an electrical element into the at least one longitudinally extending void.6. The composite panel of further comprising a mechanical element inserted into the at least one longitudinally extending void.7. The composite panel of wherein the open space forms at least one longitudinally extending void.8. The composite panel of wherein the discrete elements have a pyramid shape.9. The composite panel of wherein the discrete elements have a conical shape.10. The composite panel of wherein the discrete elements have a hexagonal shape.11. A composite panel comprising:a first sheet made from fiberboard material;a second sheet made from fiberboard material;an inner core with a defined geometry made from fiberboard material, wherein the first sheet is affixed to the top side of the inner core and the second sheet is affixed to the bottom side of the inner core; andat least one longitudinally extending void space formed between the top and bottom sheets and the defined geometry of the inner core.12. The composite panel of ...

SANDWICH PANEL AND BUILDING MODULE

A building module which is a sandwich panel comprising a first region which provides part of the roof structure of a building, a second region which provides part of the wall structure of the building, and a third region which provides part of the floor structure of the building. 1. A sandwich panel comprising metal joists within its outer skin.2. The sandwich panel according to claim 1 , wherein the sandwich panel comprises a thermoplastic skin claim 1 , preferably HDPE claim 1 , and an insulating core comprising a foamed material claim 1 , preferably a polyurethane foam.3. The sandwich panel according to claim 1 , wherein the metal joists are steel joists with a tophat profile.4. The sandwich panel according to claim 1 , wherein a surface of the sandwich panel has a ribbed profile to accommodate the metal joists.5. The sandwich panel according to claim 1 , wherein the metal joists are joined to one another by a cross member fixed between the metal joists claim 1 , the cross member preferably being a 100 mm steel tophat joist rivet fixed to the joists at 600 mm centres.6. A sandwich panel according to claim 1 , wherein the profile of one side edge is complementary to the profile of the other side edge claim 1 , such that two adjacent modules can be joined together without fixings claim 1 , preferably wherein one side edge comprises a lip and the other side edge comprises a complementary crest.7. A building module which is a sandwich panel comprising a first region which provides part of the roof structure of a building claim 1 , a second region which provides part of the wall structure of the building claim 1 , and a third region which provides part of the floor structure of the building.8. A building module according to claim 7 , wherein the first and third regions of the sandwich panel are a sandwich panel comprising metal joists within its outer skin.9. A building module according to claim 7 , wherein the first and third regions are substantially planar and the ...

CORE LAYER HAVING WOOD ELEMENTS, IN PARTICULAR WOOD ELEMENTS HAVING A CORRUGATED STRUCTURE

A core layer suitable for a multilayer composite including at least one surface layer and one core layer, the surface layer arranged to at least partially cover the core layer and be fixedly connected thereto, wherein the core layer has elements composed of wood, which elements have plate-like regions arranged in zig-zag-shaped fashion, wherein a plate-like zig region of an element with an adjoining plate-like zag region of the element form a common edge between them, in such a way that the wood element of zig-zag-shaped form is formed, wherein elements of zig-zag-shaped form are arranged in the core layer such that two such edges of two different elements cross one another at a non-zero angle, and wherein the two elements are fixedly connected to one another at the crossing point. In one embodiment, a wood element of zig-zag-shaped form may be adhesively bonded to a planar wood element. 119-. (canceled)20. A wood panel , comprising:wood fibers and binder, wherein the wood panel has undulations that are three-dimensional which extend in at least one direction and periodically recur.21. The wood panel according to claim 20 , wherein the undulations are wave-shaped.22. The wood panel according to claim 20 , wherein the wood panel is connected in a superimposed manner to a second wood panel which includes undulations.23. The wood panel according to claim 22 , wherein the undulations of the superimposed wood panels are arranged at an angle to each other.24. The wood panel according to claim 23 , wherein the angle is neither 180° nor 360°.25. The wood panel according to claim 22 , wherein the undulations of the wood panel extend obliquely to a side edge of the second wood panel.26. The wood panel of claim 22 , wherein the undulations of the wood panel have a first shape and the undulations of the second wood panel have a second shape.27. The wood panel according to claim 20 , wherein the wood panel has a thickness and the undulations have a height claim 20 , and wherein ...

Composite Building Panel

Composite building panels and a method for manufacturing a composite building panel are disclosed. A preferred embodiment of a composite building panel comprises a cold rolled steel frame and at least one reinforcing stud. The stud of the preferred embodiment is located within the space defined by the frame and coupled to the frame at the stud's base. The exemplary stud comprises two flanges extending from the base. The flanges of the preferred stud each have a lip at an end distal to the base bent toward each other. Experiments show that the lips on the flanges of the reinforcing studs significantly increase the structural strength of a composite building panel. An alternate preferred embodiment of another composite building panel comprises two boards and at least one reinforcing stud. The exemplary boards face opposite directions, are coupled to each other, and form a space between the two boards.

THERMAL INSULATION PANEL

Disclosed is a thermal insulation panel, in particular for thermally insulating edifices, said thermal insulation panel containing at least one aerogel and being open to diffusion along the main insulating direction of the panel. 13-. (canceled)4. A composite thermal insulation system , comprising a thermal insulation panel and an insulation plaster system , wherein on a surface to be insulated the thermal insulation panel is first arranged and then the insulation plaster system is subsequently arranged ,wherein the composite thermal insulation system has a thickness from 4 to 12 cm, and a thermal conductivity in a range of from 0.017 to 0.040 W/(mK),wherein the thermal insulation panel contains at least one aerogel and is open to diffusion along its main insulation direction, the aerogel is arranged as loose bulk material in the thermal insulation panel and the thermal insulation panel has a thickness from 1 to 8 cm, andwherein the insulation plaster system has a thickness from 1 to 5 cm, the insulation plaster system has an insulation plaster layer containing aerogel and at least one further insulation plaster layer which contains no aerogel, the insulation plaster layer containing an aerogel has a layer thickness in the range from 1.5 to 3 cm, the further insulation plaster layer containing no aerogel has a layer thickness in the range from 0.2 to 1.5 cm, and the aerogel insulation plaster layer containing an aerogel has a lime-based binding agent and a cement-based binding agent.5. The composite thermal insulation system according to claim 4 , characterized in that the insulation plaster system has a thickness from 1.5 to 4 cm.6. The composite thermal insulation system according to claim 5 , characterized in that the insulation plaster system has a thickness 2 to 3 cm.7. The composite thermal insulation system according to claim 4 , characterized by the following layer structure:thermal insulation panel,insulation plaster layer, containing at least one aerogel, ...

SYSTEM AND METHOD FOR INTERLOCKING STRUCTURAL MEMBERS

A panel structure includes panel members that may be connected together using friction stir welding, Each of the panel members includes a first plate, a second plate substantially in parallel to said first plate, and at least one webbing member connecting the first plate and the second plate. The first plate of the first panel member includes a flange positioned in abutment with a flange located on the first plate of the second panel member. The flange of the first panel member includes a projection and the flange of the second panel member includes a groove. The panel members are connected so that the projection is engaged with the groove to thereby resist relative lateral movement that would separate the panel members. 1. A panel structure adapted to be friction stir welded , comprising: each of the first and second panel members include (1) a first plate, (2) a second plate substantially in parallel to the first plate, and (3) at least one webbing member connecting the first plate and the second plate;', 'the first plate of the first panel member includes a flange positioned in abutment with a flange located on the first plate of the second panel member, the flange of the first panel member and the flange of the second panel member each including a horizontal surface that is parallel to the first plate and the second plate;', 'the horizontal surface of the flange of the first panel member includes a projection that projects in a direction toward the second plate of the first panel member, and the horizontal surface of the flange of the second panel member includes a groove that opens in a direction away from the second plate of the second panel member;', 'a shape of the projection facilitates relative movement of the horizontal surfaces of the flanges of the first and second panel members toward a position in which the projection is engaged with the groove; and', 'the first and second panel members are connected so that the projection is engaged with the groove ...

DEMOUNTABLE/MODULAR STRUCTURE SYSTEM

A demountable structure system is disclosed. The demountable structure system may have a roof system positioned atop one or more structural panel(s) and a floor system positioned beneath one or more structural panels(s). The structural panels may have different shapes, configurations, and features, and may support the roof system in order to form a demountable structure. Alternatively, the roof system is omitted and a wall or other structure can be formed from the structural panels. Each structural panel may have other features, such as finish panels, fabric panels, accessory mounts, recessed lighting, electrical outlets, etc. Some structural panels have sound dampening features, such as to form portable musician's sound booth. Thus, a structure may be formed which is both readily disassembled, yet also sturdy. 1. A universal stud , comprising:a joining side; a cam hook disposed in a hook slot of the joining side,', 'an interior lip disposed on the cam hook, and', 'a rotatable eccentric hook disposed at least partially in an aperture defined by the cam hook, wherein the eccentric hook is configured to engage with the interior lip., 'a cam lock, wherein the cam lock comprises2. The universal stud of claim 1 , wherein rotation of the eccentric hook causes engagement with the cam hook claim 1 , rotation of the cam hook claim 1 , and lateral translation of the cam hook.3. The universal stud of claim 1 , wherein the interior lip protrudes from an inside edge of the aperture.4. The universal stud of claim 3 , wherein rotation of the eccentric hook in a first rotational direction causes translation of the cam hook in a first lateral direction by application of a pushing force by the eccentric hook on the inside edge of the aperture.5. The universal stud of claim 4 , wherein rotation of the eccentric hook in a second rotational direction causes translation of the cam hook in a second lateral direction by application of the pushing force by the eccentric hook on the inside ...

MULTI-FUNCTIONAL COMPOSITE STRUCTURE FOR EXTREME ENVIRONMENTS

A multi-functional composite structure has a modular design that can be altered depending on an extreme environment in which the structure will be exposed such as hazardous radiation, micro-meteoroid and orbital debris impacts, extreme temperature changes, etc. The material combinations employed in the multi-functional composite structure provide a supporting structure with low weight and maximum protection from radiation, debris impacts and temperature variations. 1. A composite structure comprising:an outer panel, the outer panel being constructed of a composite material, the outer panel having a thickness between an exterior surface of the outer panel and an interior surface of the outer panel, the exterior surface of the outer panel and the interior surface of the outer panel being smooth, continuous surfaces that are substantially parallel;an inner panel, the inner panel being constructed of a composite material, the inner panel having a thickness between an exterior surface of the inner panel and an interior surface of the inner panel, the exterior surface of the inner panel and the interior surface of the inner panel being smooth, continuous surfaces that are substantially parallel;a space between the interior surface of the outer panel and the interior surface of the inner panel;a support structure in the space, the support structure being connected to the interior surface of the outer panel and the interior surface of the inner panel;a foam interposed in the space and the support structure; and,a wire extending through the space between the interior surface of the outer panel and the interior surface of the inner panel, the wire having a high electrical conductivity.2. The composite structure of claim 1 , further comprising:insulation in the space between the interior surface of the outer panel and the interior surface of the inner panel, the insulation being multi-layer insulation.3. The composite structure of claim 2 , further comprising:the insulation ...

MODULAR WALL SYSTEM WITH INTEGRATED CHANNELS

Prefabricated wall assemblies for the construction of buildings have a corrugated panel and preferably include at least one backside panel. The corrugated panel has one or more vertical channels and several horizontal channels. The vertical channels extend the entire panel height and are recessed from the front face. The horizontal channels extending the entire panel width and are also recessed from the front face so they intersect with the vertical channel. The horizontal channels are almost as wide as the vertical channels, and are greater than one-half the vertical channel width. The backside panel is connected to the corrugated panel to form a structural panel assembly. The backside panel can be a shear panel or other backside flat panel, a backside corrugated panel symmetrically mirroring the corrugated panel, a backside corrugated panel asymmetrically mirroring the corrugated panel, a sandwiched corrugated panel, a relief panel or any combination thereof. 1. A wall system for construction of a building , comprising:a corrugated panel having a top side, a bottom side, a first side end, a second side end, a front face, and a back face, the corrugated panel comprising at least one vertical channel and a plurality of horizontal channels, wherein the corrugated panel has a panel width between the first side end and the second side end, wherein the corrugated panel has a panel height between the top side and the bottom side, wherein the vertical channel is recessed from the front face by a first depth and extends between the bottom side and the top side and has a vertical channel width less than one fourth of the panel height, wherein the horizontal channels are recessed from the front face by a second depth and extend the entire panel width from the first side end to the second side end and intersect with the vertical channel between the first side end and the second side end, wherein a lowermost horizontal channel most proximate to the bottom side of the ...

RADIANT BARRIER SYSTEM

A radiant barrier system may reduce heat flow into a structure. A radiant barrier system may include at least one internal airspace positioned between at least two radiant barrier layers having a reflectivity rating of at least 90%, the at least two radiant barrier layers comprising a layer positioned on top of the at least one internal airspace that reduces radiant heat flow by emissivity and a layer positioned below the at least one internal airspace that reduces radiant heat flow by reflectivity. A radiant barrier system may be incorporated between roofing products such as flexible roofing underlayments, sheet goods (i.e., plastic, metal or fiberglass), and wood products (i.e., plywood or oriented strand board (OSB)) and combinations thereof A radiant barrier system also may be integrated into wall products. 1. A radiant barrier system , the system comprising:at least one internal airspace positioned between at least two radiant barrier layers having a reflectivity rating of at least 90%, the at least two radiant barrier layers comprising a layer positioned on top of the at least one internal airspace that reduces radiant heat flow by emissivity and a layer positioned below the at least one internal airspace that reduces radiant heat flow by reflectivity.2. The radiant barrier system of wherein the at least two radiant barrier layers are selected from the group comprising:aluminum, silver, gold, copper, a highly reflective metal sheet, a metalized polyethylene terephthalate (PET) film, and biaxially-oriented PET film (BoPET).3. The radiant barrier system of wherein the radiant barrier system is installed under roof shingles to reduce heat flow into a roof deck.4. The radiant barrier system of wherein the radiant barrier system is installed behind a wall to reduce heat passing through the wall.5. The radiant barrier system of further comprising:a plurality of spacers that connect the at least two radiant barrier layers with the at least one internal airspace.6. ...

FLEXIBLE INSULATING SHEET

The present invention is a twin-wall rigid plastic sheet intended to provide protection and insulation in applications where a small bending radius for the twin-wall plastic sheet is desired. The twin-wall configuration includes a smooth or flat outer single sheet and a contoured inner single sheet separated by a series of similar plastic ribs to form a connected row of longitudinal cavities or “channels”. The inner wall is contoured in a concave manner to form a relief between each rib. When the twin-wall sheet is flexed, each relief distorts to minimize stress in the transverse direction while maintaining high rigidity in the longitudinal direction. In another embodiment of the present invention, multiple single sheets separated by ribs and contoured similarly to that of the inner wall are added between the contoured inner wall and smooth outer wall. 1. An extruded thermoplastic twin-wall sheet with a Modulus of Elasticity greater than 2 GPa , having a structure comprising: a first wall comprising a single generally flat sheet; a second wall comprising a single sheet generally parallel to , extending the length of , and separated from the first wall , having a transverse contour of a form incorporating a series of alternating flat and arced sections each with an apex toward the first wall and extending the length of the second wall in the direction of extrusion; and a plurality of ribs located between , perpendicular to , and connected to the first wall and second wall and each rib equidistant between two adjacent arcs in the contour of the second wall and extending the length of the first and second walls in the direction of extrusion.2. An extruded thermoplastic twin-wall sheet with a Modulus of Elasticity greater than 2 GPa , having a structure comprising: a first wall comprising a single generally flat sheet; a second wall comprising a single sheet generally parallel to , extending the length of , and separated from the first wall , having a transverse contour ...

LAMINATED AIR CIRCULATION BOARD

A laminated board is secured to the inner wall of a cavity wall construction to establish a defined spacing between the inner and outer walls and prevent excess mortar from bridging to the inner wall. The laminated board has a series of spaced sockets into which fasteners may project into the face of the inner wall or framing thereof to secure the outer wall. The board is installed prior to the construction of the outer wall and establishes a minimum spacing or gap between the walls based upon the thickness of the board. The outer wall is constructed immediately adjacent to the outer face of the laminated board. The board is impervious and eliminates bridging by the mortar, eliminates transfer of bulk water from the exterior finish to the inner wall and provides an air conduit to exhaust even the minimal amounts of vapor that will occur in the cavity. 1. A cavity wall construction comprising:an inner wall;an outer wall confronting an outer face of the inner wall and being generally parallel to and spaced from the inner wall to define a cavity therebetween;a laminated board positioned between the inner and outer walls;the laminated board comprising a panel having a plurality of sockets in the panel, each socket having an opening defined at a face of the panel and a depth defined by a closed end;a lath layer on the face of the panel; andat least a coating of cement covering the face of the panel and the lath layer juxtaposed to the outer wall.2. The cavity wall construction of further comprising:a sheathing board attached to a plurality of studs forming a part of the inner wall; anda plurality of fasteners each coupled to the laminated board and the inner wall.3. The cavity wall construction of further comprising:a barrier substantially covering the outer face of the inner wall to inhibit moisture from penetrating into the inner wall.4. The cavity wall construction of wherein each of the sockets is substantially identical to each other socket and the plurality of ...

STRUCTURAL FLOORING PANEL AND FLOOR STRUCTURE INCORPORATING THE SAME

A structural flooring panel comprises an upper sheet, a lower sheet and a plurality of longitudinally extending ribs between the sheets. The ribs are laterally spaced to define at least one longitudinally extending, internal channel within the panel. 1. A load-bearing structural flooring panel comprising:an upper, generally horizontal rectangular sheet;a lower, generally horizontal rectangular sheet spaced from said upper sheet;at least two longitudinally extending ribs between the sheets, the at least two ribs being laterally spaced and positioned adjacent lateral opposite side edges of the sheets; andat least one longitudinally extending intermediate rib between the sheets and laterally spaced from the ribs adjacent the opposite side edges of the sheets, wherein said longitudinally extending ribs and said at least one longitudinally extending intermediate rib define at least two longitudinally extending, internal service channels within the flooring panel, wherein opposite longitudinal ends of said flooring panel are open, and wherein each of said longitudinally extending ribs and said at least one longitudinally extending intermediate rib comprises a unitary slab of insulation and at least one high in-plane strength rib sheet bonded to a respective side of the slab of insulation, wherein upper and lower surfaces of said slab of insulation and at least one rib sheet abut said sheets and wherein the major surfaces of said at least one rib sheet are generally perpendicular to the major surfaces of said upper and lower sheets so that said longitudinally extending ribs and said at least one longitudinally extending intermediate rib provide said flooring panel with structural support and resistivity against vertical loads imposed thereon.2. A load-bearing structural flooring panel according to claim 1 , wherein said internal service channels are generally parallel.3. A load-bearing structural flooring panel according to claim 2 , wherein said internal service channels ...

Honeycomb sandwich sheet or panel, based on thermoplastic polypropylene

A honeycomb sandwich sheet or panel, based on thermoplastic polypropylene, includes a structure having two flat outer films, thermowelded to a central film that includes a thermoformed blister film, with blisters repeated in a regular and continuous pattern, the flat outer films including a coextruded two-layer film, based on thermoplastic polypropylene, wherein the inner layer faces the central thermoformed film, and the central thermoformed blister film includes a coextruded three-layer film, based on thermoplastic polypropylene, wherein the two outer layers face the flat outer films, and wherein the structure includes and additional layer C thermowelded to the outer layer of the two flat outer films. 1. A honeycomb sandwich sheet or panel , based on thermoplastic polypropylene , comprising:a structure having two flat outer films, thermowelded to a central film consisting of a thermoformed blister film, with blisters repeated in a regular and continuous pattern, said flat outer films comprising a coextruded two-layer film (AB), based on thermoplastic polypropylene,wherein an inner layer (A) of the two-layer film faces the central thermoformed blister film and the central thermoformed blister film is a coextruded three-layer film (ABA) based on thermoplastic polypropylene,wherein two outer layers (A) of the a coextruded three-layer film (ABA) each face one of the flat outer films, andwherein said structure comprises an additional layer (C), thermowelded to an outer layer (B) of the two flat outer films.2. The sandwich sheet or panel according to claim 1 , wherein the additional layer (C) includes a continuous filament fiber network or technical fabric claim 1 , said network or technical fabric comprising or substantially consisting of polyethylene terephthalate (PET) claim 1 , polypropylene claim 1 , polyamide claim 1 , glass fiber or other polyolefin claim 1 , and/or a mixture thereof.3. The sandwich sheet or panel according to claim 2 , wherein the additional ...

COMPOSITE BRIDGE DECK STRUCTURAL PANEL AND METHOD OF FABRICATION

A composite structural panel for use in bridge structures, and method of manufacturing same, comprises a top panel and a bottom panel separated by and attached to at least one, but preferably a plurality, of structural composite preforms which may be fabricated by a continuous manufacturing process and may be saturated by resin using a continuous wetting process. The composite preforms may take any cross sectional shape but are preferably trapezoidal. The top and bottom panels may be fabricated from a plurality of layers of woven fabric layers and non-woven fabric layers which are saturated with a resin that is subsequently cured using cure processes known in the art. The composite structural panel of the invention is usable as a flat structural member for use as bridge decking, ramps, trestles, and any application requiring a structural panel. 1. A bridge structure for supporting vehicular traffic , comprising:a plurality of longitudinal bridge support beams forming a bridge comprising a roadway, each of said support beams having an upper surface; anda plurality of structural composite panels disposed upon said upper surfaces of said support beams, each composite panel comprising:a top plate defined as a planer structure and having an upper surface and an underneath surface, wherein said top plate is comprised of a plurality of fiber layers saturated with resin and subsequently cured;a bottom plate defined as a planer structure and having an upper surface and a lower surface wherein said bottom plate is comprised of a plurality of fiber layers saturated with resin and subsequently cured;a first set of at least one composite preforms having a core comprised of expanding foam, each composite preform covered in a fabric wherein said expanding foam has expanded into interstitial spaces in said fabric, and wherein said fabric has been saturated with resin which has been subsequently cured;a second set of at least one composite preforms having a core comprised of ...

Modular wall system with integrated channels

Prefabricated wall assemblies for the construction of buildings have a corrugated panel and preferably include at least one backside panel. The corrugated panel has one or more vertical channels and several horizontal channels. The vertical channels extend the entire panel height and are recessed from the front face. The horizontal channels extending the entire panel width and are also recessed from the front face so they intersect with the vertical channel. The horizontal channels are almost as wide as the vertical channels, and are greater than one-half the channel width of the vertical channel. The backside panel is connected to the corrugated panel to form a structural panel assembly. The backside panel can be a shear panel or other backside flat panel, a backside corrugated panel symmetrically mirroring the corrugated panel, a backside corrugated panel asymmetrically mirroring the corrugated panel, a sandwiched corrugated panel, or any combination thereof.

WALL SYSTEM

A wall panel is provided that can be prefabricated and pre-assembled, and can be easily and quickly installed in the field. The wall panel includes an exterior infill component, an interior structural component, and a frame. The frame includes a first jamb member, a second jamb member, a head member, and a sill member. A wall system is provided comprising a plurality of wall panels. A method of installing the wall panel system and a method of assembling the wall panel are also provided. 1. An exterior load bearing wall panel , comprising:an exterior infill component;an interior structural component connected to the exterior infill component; anda frame connected to the interior structural component, the frame including a first jamb member, a second jamb member, a head member, and a sill member.2. The wall panel of claim 1 , wherein the exterior infill component comprises a cladding component claim 1 , a plurality of furring strips claim 1 , and an insulation component.3. The wall panel of claim 2 , wherein the cladding component is fiber cement cladding or metal panel cladding.4. The wall panel of claim 2 , wherein the plurality of furring strips is galvanized steel channels.5. The wall panel of claim 1 , wherein the interior structural component comprises a weather barrier claim 1 , a structural sheathing component claim 1 , and a structural frame.6. The wall panel of claim 5 , wherein the structural frame comprises a bottom plate claim 5 , a top plate claim 5 , and a plurality of vertical studs.7. The wall panel of claim 1 , wherein the frame is galvanized steel claim 1 , aluminum claim 1 , or vinyl.8. The wall panel of claim 1 , wherein the first jamb member is at least one of a jamb extension and a first jamb angle.9. The wall panel of claim 1 , wherein the second jamb member is at least one of a jamb receiver and a second jamb angle.10. The wall panel of claim 1 , wherein the head member is at least one of a head extension claim 1 , a head angle claim 1 , and a ...

Thermal insulating panel

The invention relates to a thermal insulation device comprising at least one panel ( 100 ) provided with two walls ( 110, 120 ) separated by a peripheral main spacer ( 102 ) in order to define a gas-tight chamber ( 104 ) containing a partial vacuum, and at least two flexible films ( 150, 160 ) locally attached to secondary spacers ( 140 ) at intermediate points between the two walls ( 110, 120 ) and defining tight secondary compartments ( 158 ) between each other. As a result of applying successive potentials of selected polarity between the walls ( 110, 120 ) and the flexible films ( 150, 160 ), the flexible films (150, 160) are moved between a first thermal insulation position wherein the films ( 150, 160 ) are separated from each other and a second position wherein the films ( 150, 160 ) are in mutual contact at least on a substantial part of the surface thereof.

Method of manufacturing a corrugated wood element, a corrugated wood element and its uses

Method of making a wavy wood element (B) from a wood element •(A), wherein the method comprises at least steps (H1) to (H4): •(H1) providing a wood element (A), which comprises fibers and lignin on or between said fibers; •(H2) heating the wood element (A) to a temperature which is sufficient to soften or melt at least a part of the lignin; •(H3) deforming the wood element heated in step (H2) such that a wavy wood element (B) is formed; •(H4) cooling the wood element deformed in step (H3); characterized in that the deforming in step (H3) is performed such that the ratio of the wave height to the thickness of the wavy wood element (B) equals or is more than 2:1; wherein the term “thickness” signifies the shortest distance between an upper side and the respective lower side of the wavy wood element (B), and the term “wave height” signifies the shortest distance between two imaginary planes which run in parallel to one another between which the wavy wood element (B) may be arranged such that the waves are positioned between said planes; and wherein the wood element (A) consists of unglued wood or unglued wood fibers.

STRUCTURAL FLOORING PANEL AND FLOOR STRUCTURE INCORPORATING THE SAME

A structural flooring panel comprises an upper sheet, a lower sheet and a plurality of longitudinally extending ribs between the sheets. The ribs are laterally spaced to define at least one longitudinally extending, internal channel within the panel. 1. A load-bearing structural flooring panel comprising:an upper, generally horizontal rectangular sheet;a lower, generally horizontal rectangular sheet spaced from said upper sheet;at least two longitudinally extending ribs between the sheets, the at least two ribs being laterally spaced and positioned adjacent lateral opposite side edges of the sheets; andat least one longitudinally extending intermediate rib between the sheets and laterally spaced from the ribs adjacent the opposite side edges of the sheets, wherein said longitudinally extending ribs and said at least one longitudinally extending intermediate rib define at least two longitudinally extending, internal service channels within the flooring panel, wherein opposite longitudinal ends of said flooring panel are open, and wherein each of said longitudinally extending ribs and said at least one longitudinally extending intermediate rib comprises a unitary slab of insulation and at least one high in-plane strength rib sheet bonded to a respective side of the slab of insulation, wherein upper and lower surfaces of said slab of insulation and at least one rib sheet abut said sheets and wherein the major surfaces of said at least one rib sheet are generally perpendicular to the major surfaces of said upper and lower sheets so that said longitudinally extending ribs and said at least one longitudinally extending intermediate rib provide said flooring panel with structural support and resistivity against vertical loads imposed thereon.2. A load-bearing structural flooring panel according to claim 1 , wherein said internal service channels are generally parallel.3. A load-bearing structural flooring panel according to claim 2 , wherein said internal service channels ...

Methods and systems for modular buildings

A modular seamless corner component for providing a corner to a structure without having to compromise between structural integrity and energy efficiency. The continuous insulation and structure of the modular seamless corner component provide for a stronger corner because there are no seams to magnify stress and provide for a high energy efficiency because there is no thermal bridging. 1. A modular seamless corner component for providing a corner to a structure , comprising;an outer sheath, an inner sheath, an insulation, and at least two rigid straps;wherein the inner sheath, the insulation, and the outer sheath each comprise a top edge, a bottom edge, and two outside edges, wherein each of the inner sheath, the insulation, and the outer sheath is substantially L-shaped, comprising a bend defining a seamless corner;wherein the seamless corner of the inner sheath is nested within the seamless corner of the insulation, and the seamless corner of the insulation is nested within the seamless corner of the outer sheath;wherein the inner sheath is attached to the insulation and the insulation is attached to the outer sheath such that the top edges of the inner sheath, insulation, and the outer sheath are substantially flat and coplanar;wherein the top edge of the insulation is covered by at least one embedded top plate;wherein the outer sheath comprises a lower portion extending below the bottom edges of the inner sheath and the insulation, wherein the bottom edges of the inner sheath and the insulation and the lower portion of the outer sheath define a lip; andwherein the at least two rigid straps are positioned between the outer sheath and the insulation, wherein the rigid straps extend beyond both the top edge and the bottom edge of the outer sheath.2. The modular seamless corner component of claim 1 , wherein the lip is operable to fit over a corner of a base plate claim 1 , wherein the bottom edge of the inner sheath and the bottom edge of the insulation rest on ...

Shaping structure, composite part comprising such a shaping structure, method for manufacturing such a composite part

This shaping structure (1) comprises two shaping sheets (5, 7) facing each other at a distance from one another. According to the invention, the shaping structure (1) further comprises a macroporous spacer sheet (9), the spacer sheet (9) being arranged between the two shaping sheets (5, 7) and being corrugated in such a way as to form a series of alternating even peaks (18) and odd peaks (20) distributed in a first direction (D1) of the shaping structure, at least one of the even peaks (18) being attached to the first shaping sheet (5), at least one of the odd peaks (20) being attached to the second shaping sheet (7), each peak (18, 20) attached in this way defining an attachment surface (22, 26) for attachment to the shaping sheet (5, 7) to which this peak (18, 20) is attached.

DIVIDER WALL CONNECTION SYSTEMS AND METHODS

Implementations of the present invention relate to systems, methods, and apparatus for connecting one or more divider walls to structural components of a building. Particularly, at least one implementation includes a flexible connection that can allow at least a portion of the divider wall to move relative to the building's structural components. Consequently, such movement can help the divider wall to withstand seismic events, such as earthquakes. 1. A wall module for defining one or more individual work spaces within a building , the wall module comprising:an upper section having one or more first vertical supports and one or more first horizontal supports connected to at least one of the one or more first vertical supports, each of the first vertical supports of the one or more first vertical supports including a first channel therein;a lower section having one or more second vertical supports and one or more second horizontal supports connected to at least one of the one or more second vertical supports, each of the second vertical supports of the one or more second vertical supports including a second channel therein, the first and second channels being aligned with each other;a plurality of mounting supports connected to the lower section, the plurality of mounting supports including third channels aligned with the second channels; andone or more splines coupling the upper section to the lower section, the one or more splines being slidable within the first, second, and third channels, wherein removing the one or more splines from the first channel and positioning the one or more splines within one or more of the second and third channels decouples the upper section from the lower section; the one or more second vertical supports include a left second vertical support and a right second vertical support; and', 'one horizontal support of the one or more second horizontal supports is rigidly connected to the left second vertical support and movably connected to ...

DEMOUNTABLE/MODULAR STRUCTURE SYSTEM

A demountable structure system is disclosed. The demountable structure system may have a roof system positioned atop one or more structural panel(s) and a floor system positioned beneath one or more structural panels(s). The structural panels may have different shapes, configurations, and features, and may support the roof system in order to form a demountable structure. Alternatively, the roof system is omitted and a wall or other structure can be formed from the structural panels. Each structural panel may have other features, such as finish panels, fabric panels, accessory mounts, recessed lighting, electrical outlets, etc. Some structural panels have sound dampening features, such as to form portable musician's sound booth. Thus, a structure may be formed which is both readily disassembled, yet also sturdy. 1. A demountable structure , comprising:a first demountable structural panel comprising a first joining edge, wherein the first joining edge comprises a first joining member which protrudes from the first joining edge;a second demountable structural panel comprising a second joining edge, wherein the second joining edge comprises a second joining member which is a recess and has a recess shape complementary to the first joining member;wherein the first joining member removably couples to the second joining member.2. The demountable structure of claim 1 , wherein a sound dampening material is disposed between the first joining edge and the second joining edge.3. The demountable structure of claim 1 , wherein the first demountable structural panel comprises a first internal structure and the second demountable structural panel comprises a second internal structure claim 1 , wherein the first internal structure and the second internal structure each comprise an inner panel claim 1 , an outer panel claim 1 , and an internal pocket therebetween.4. The demountable structure of claim 3 , wherein the internal pocket comprises at least one of a wire chase claim 3 , a ...

Sheet for Structural Material Core, Core and Structural Material Comprising Such a Sheet

Sheet for core of structural material sandwich extending substantially along an extension plane and having an upper surface and a lower surface which are opposite along a thickness direction, where the sheet is provided with a plurality of upper and lower surfaces for bonding near the upper and lower surfaces thereof, where the sheet comprises a three-dimensional network of edges separated by connecting surfaces, where each edge is defined by a nonplanar profiled wall delimited by an upper bonding surface, a lower bonding surface and two parallel straight lines connecting said upper and lower bonding surfaces by following an edge direction, and where each connecting surface is delimited by at least three edges. 1. As structural material sandwich core sheet extending substantially along an extension plane and having an upper surface and a lower surface which are opposite along a thickness direction perpendicular to the extension plane ,where the sheet is provided with a plurality of upper surfaces for bonding near the upper surface thereof and also a plurality of lower surfaces for bonding near the lower surface thereof,the sheet wherein it includes a three dimensional network of edges separated by connecting surfaces,in that each edge is defined by a non-planar profiled wall delimited byone upper bonding surface among the plurality of upper bonding surfacesone lower bonding surface among the plurality of lower bonding surfaces, andtwo substantially parallel straight lines connecting said upper bonding surface to said lower bonding surface by following an edge direction,and in that each connecting surface is delimited by at least three edges and has a barycenter substantially located in the area of the median plane parallel to the extension plane of the sheet and located at the middle of a thickness distance separating the upper and lower surfaces, where said distance is considered along the thickness direction.2. The sheet according to claim 1 , wherein the upper ...

PANEL WITH CORE LAYER AND METHOD

Method and panel with increased strength. The panel includes a base layer configured to have plural first protuberances; a core layer located on the base layer and configured to have plural second protuberances and to accommodate the plural first protuberances of the base layer; and a top layer in direct contact with the plural first protuberances and the plural second protuberances. 1. A panel comprising:a base layer configured to have plural first protuberances;a core layer located on the base layer and configured to have plural second protuberances and to accommodate the plural first protuberances of the base layer; anda top layer in direct contact with the plural first protuberances and the plural second protuberances.2. The panel of claim 1 , wherein the core layer further comprises:plural openings configured to accommodate the plural first protuberances of the base layer.3. The panel of claim 2 , wherein the plural openings are formed as rows and columns between rows and columns of the plural second protuberances.4. The panel of claim 1 , wherein the plural second protuberances are located between plural first protuberances so that each second protuberance has four adjacent first protuberances.5. The panel of claim 1 , wherein the top layer claim 1 , the core layer and the base layer are formed from one of steel claim 1 , copper claim 1 , aluminum claim 1 , composite claim 1 , paper claim 1 , or plastic claim 1 , metallic and non-metallic claim 1 , fiber metal laminates claim 1 , composites claim 1 , titanium claim 1 , polymer reinforced composites claim 1 , natural fibers claim 1 , cork claim 1 , aramid claim 1 , shape memory alloys claim 1 , stainless steels claim 1 , glass and carbon fiber reinforced composites claim 1 , metal matrix composites claim 1 , ceramics claim 1 , or a combinations thereof.6. The panel of claim 1 , wherein the top layer claim 1 , the core layer and the base layer are made of the same material.7. The panel of claim 1 , wherein the ...

METHOD OF ASSEMBLY OF COMPOSITE CORE SANDWICH EDGE JOINT

A composite wall assembly edge joint, includes a first composite buildup pad secured to a first composite face sheet with the first composite buildup pad having a first tapered section with a first inclined surface which extends in a first direction and having a second section which extends from the first tapered section with a second surface which extends in a second direction, different from the first direction, toward a first end of the first composite face sheet. The assembly further includes a composite flute core member, having a tapered first portion secured to the first tapered section; a second portion secured to the first composite face sheet; and a third portion which extends in the second direction, away from the tapered first portion, toward the first end of the first composite face sheet secured to the second section. 1. A composite wall assembly edge joint , comprising:a first composite buildup pad secured to a first composite face sheet with the first composite buildup pad having a first tapered section with a first inclined surface which extends in a first direction and having a second section which extends from the first tapered section with a second surface which extends in a second direction, different from the first direction, toward a first end of the first composite face sheet; and a tapered first portion secured to the first tapered section of the first composite buildup pad;', 'a second portion which extends in a third direction away from the tapered first portion and is secured to the first composite face sheet; and', 'a third portion which extends in the second direction, away from the tapered first portion, toward the first end of the first composite face sheet secured to the second section of the first composite buildup pad., 'a composite flute core member, comprising2. The composite wall assembly edge joint of claim 1 , further including: the tapered first portion of the composite flute core member is positioned and secured between the ...

METHOD OF APPLYING FOAM COMPOSITIONS

Methods of applying a foam composition to a cavity in a building structure are provided. The methods include introducing a foam composition into a cavity defined by a wall, a plurality of structural members, and a plastic membrane affixed to one or more faces of the structural members and one or more sides of the structural members defining the cavity. 1. A method of applying a foam composition to a structure including a first wall , a first structural member , a second structural member opposite the first structural member , an upper structural member , and a lower structural member , the method comprising:affixing a plastic membrane to a face of each of the first and second structural members, a face of the upper structural member, and a face of the lower structural member;stretching the plastic membrane beyond its elastic limit around the opposite sides of each of the first and second structural members to tighten the membrane over a space between the first and second structural members;affixing the plastic membrane to the opposite sides of each of the first and second structural members; andintroducing a foam composition into a cavity defined by the first wall, the first structural member, the second structural member, the upper structural member, the lower structural member, and the plastic membrane.2. The method of claim 1 , wherein the plastic membrane has a first edge claim 1 , a second edge claim 1 , a third edge claim 1 , and a fourth edge claim 1 , wherein the first edge of the plastic membrane is affixed to the upper structural member claim 1 , the second edge of the plastic membrane is affixed to the lower structural member claim 1 , the third edge of the plastic membrane is affixed to the first structural member claim 1 , and the fourth edge of the plastic membrane is affixed to the second structural member.3. The method of claim 1 , wherein the plastic membrane is affixed to the first and second structural members along the length of the structural ...

PREFABRICATED, ENGINEERED, FLOOR PANEL CONSTRUCTION

The prefabricated floor panel can include at least two planar panel members being spaced apart by and sandwiching a core, the core having at least one undulated inner support extending along a longitudinal axis and having summit portions, valley portions, and intermediate portions each extending between corresponding summit and valley portions, each of the summit, valley, and intermediate portions having opposed side edges, a span of the at least one inner support being defined between the opposed side edges, each side edge abutting against a corresponding one of the panel members, the undulated inner support having at least one sheet of wood material, fibres of said sheet of wood material being oriented normal to the panel members and parallel to the span, the at least one undulated inner support being laterally sandwiched between inner ribs with the summits being disposed adjacent a first one of the inner ribs and the valleys being disposed adjacent a second, opposite one of the inner ribs, the inner ribs being planar and having a span being defined between opposed side edges, each side edge of the inner ribs abutting against a corresponding one of the panel members. 1. An engineered panel , comprising: at least two planar panel members being spaced apart by and sandwiching a core , the core having at least one undulated inner support extending along a longitudinal axis and having summit portions , valley portions , and intermediate portions each extending between corresponding summit and valley portions , each of the summit , valley , and intermediate portions having opposed side edges , a span of the at least one inner support being defined between the opposed side edges , each side edge abutting against a corresponding one of the panel members , the undulated inner support having at least one sheet of wood material , fibres of said sheet of wood material being oriented normal to the panel members and parallel to the span , the at least one undulated inner ...

CORE LAYER HAVING WOOD ELEMENTS, IN PARTICULAR WOOD ELEMENTS HAVING A CORRUGATED STRUCTURE

A core layer which is suitable for a multilayer composite which has at least one surface layer and one core layer, wherein the surface layer is arranged so as to at least partially cover the core layer and be fixedly connected thereto, wherein the core layer has elements composed of wood, which elements have plate-like regions which are arranged in zig-zag-shaped fashion, wherein a plate-like zig region of an element with an adjoining plate-like zag region of the element form a common edge between them, in such a way that the wood element of zig-zag-shaped form is formed, wherein elements of zig-zag-shaped form are arranged in the core layer such that two such edges of two different elements cross one another at a non-zero angle, and wherein the two elements are fixedly connected to one another at the crossing point. In one embodiment, a wood element of zig-zag-shaped form may be adhesively bonded to a planar wood element, in such a way that a wood element of zig-zag-shaped form is surrounded by two planar wood elements in sandwich-like fashion; or two wood elements of zig-zag-shaped form surround a planar wood element in sandwich-like fashion. 1. A core layer , wherein the core layer has elements of zig-zag-shaped form composed of wood , which elements have plate-like regions which are arranged in zig-zag-shaped fashion , wherein a zig region of an element with an adjoining zag region of the element of zig-zag-shaped form form a common edge between them , and wherein elements of zig-zag-shaped form are arranged in the core layer such that two such edges of two elements of zig-zag-shaped form , which edges may be the same as or different from one another , cross one another at a non-zero angle , wherein the two elements are fixedly connected to one another at the crossing point , wherein the wood elements in the core layer have one or more of the following arrangements (a) to (d):(a) the plate-like regions of the wood elements are planar surfaces, and the edge ...

BUILDING COMPONENT

A building formwork component comprising first and second spaced sidewalls having one or more webs extending there-between, each sidewall comprising a flange extending inwardly along a first edge of the sidewall such that an outer surface of the flange forms a ramp surface; and a groove extending along an opposing second edge of the sidewall; wherein the component may be coupled to a like component by relative movement of the components towards each other, whereby the flanges are received in respective grooves of the like component, and whereby the ramp surfaces facilitate such coupling by engaging respective second edges of the like component to move the second edges and/or ramp surfaces for engagement of the flanges in the grooves. 1. A building formwork component comprising first and second spaced sidewalls having one or more webs extending therebetween , the webs being integral with the sidewalls , each sidewall comprising:a flange extending inwardly along a first edge of the sidewall such that an outer surface of the flange forms a ramp surface; anda groove extending along an opposing second edge of the sidewall; wherein the component is able to be coupled to a like component by relative movement of the components towards each other, whereby the flanges are received in respective grooves of the like component, and whereby the ramp surfaces facilitate such coupling by engaging respective second edges of the like component to move the second edges and/or ramp surfaces for engagement of the flanges in the grooves.2. A building formwork component as claimed in claim 1 , wherein an inner surface claim 1 , opposing the outer surface claim 1 , of each flange forms an acute angle with the sidewall.3. A building formwork component as claimed in claim 1 , wherein the sidewalls are arranged symmetrically such that the flanges are located in a first end region of the component and the grooves are located in an opposing second end region of the component.4. A building ...

PANEL WITH CORE LAYER

A panel includes a base layer configured to have plural first protuberances; a core layer disposed on the base layer and configured to have plural second protuberances, wherein one or more of the plural second protuberances have first slots in a top portion; inserts provided on the base layer and inside the one or more of the plural second protuberances of the core layer; and a top layer in direct contact with the plural first protuberances and the plural second protuberances and configured to have second slots that correspond to the first slots. The inserts are exposed to ambient through the first slots and the second slots. 1. A panel comprising:a base layer configured to have plural first protuberances;a core layer disposed on the base layer and configured to have plural second protuberances, wherein one or more of the plural second protuberances have first slots in a top portion;inserts provided on the base layer and inside the one or more of the plural second protuberances of the core layer; anda top layer in direct contact with the plural first protuberances and the plural second protuberances and configured to have second slots that correspond to the first slots,wherein the inserts are exposed to ambient through the first slots and the second slots.2. The panel of claim 1 , wherein the inserts are made of plywood or wood.3. The panel of claim 1 , wherein the inserts are configured to receive a fastener.4. The panel of claim 1 , wherein the core layer further comprises:plural openings configured to accommodate the plural first protuberances of the base layer.5. The panel of claim 1 , wherein the core layer further comprises:plural third protuberances configured to overlay over the plural first protuberances so that tops of the plural first protuberances are configured to directly contact the top layer.6. A panel comprising:a base layer configured to have plural first protuberances;a core layer disposed on the base layer and configured to have plural second ...

Transparent cover element with high thermal insulation

The present invention concerns a transparent heat-insulating cover element (), in particular for greenhouse covers, comprising a base body () comprising at least two parallel panel-shaped elements () being spaced apart from each other and at least one lateral edge profile () forming, in combination with the base body (), at least one cavity () which is essentially sealed against the external atmosphere, wherein the base body () is, on at least one of its outer surfaces () which is averted from the at least one cavity (), force-fit joined with, preferably bonded to, a glass layer (). 11. Transparent heat-insulating cover element () , in particular for greenhouse covers , comprising:{'b': 10', '5, 'a base body () comprising at least two parallel panel-shaped elements () being spaced apart from each other; and'}{'b': 18', '18', '19', '19', '10', '12, 'i': a,', 'a, 'at least one lateral edge profile (, ) forming, in combination with the base body (), at least one cavity () which is essentially sealed against the external atmosphere; wherein'}{'b': 10', '9', '11', '12', '14', '16', '15, 'the base body () is, on at least one of its outer surfaces (, ) which is averted from the at least one cavity (), force-fit bonded to a glass layer (, ) by means of an adhesive layer (); characterized in that{'b': 14', '16, 'at least one of the glass layers (, ) comprises a thickness of between 0.1 and 3.2 mm; and'}{'b': 14', '16', '15', '10, 'a material combination is selected in which the expansion coefficients of the glass layer (, ), the adhesive layer () and the base body () essentially correspond; such that'}{'b': 15', '14', '16', '10, 'the adhesive layer () has a regulating effect between the expansion of the glass layer (, ) and the base body ().'}211416. Cover element () in accordance with claim 1 , wherein at least one of the glass layers ( claim 1 , ) comprises a thickness of between 1.2 and 2 mm.3114161091110. Cover element () in accordance with claim 1 , wherein a surface of ...

COMPOSITE BRIDGE DECK STRUCTURAL PANEL AND METHOD OF FABRICATION

A composite structural panel for use in bridge structures, and method of manufacturing same, comprises a top panel and a bottom panel separated by and attached to at least one, but preferably a plurality, of structural composite preforms which may be fabricated by a continuous manufacturing process and may be saturated by resin using a continuous wetting process. The composite preforms may take any cross sectional shape but are preferably trapezoidal. The top and bottom panels may be fabricated from a plurality of layers of woven fabric layers and non-woven fabric layers which are saturated with a resin that is subsequently cured using cure processes known in the art. The composite structural panel of the invention is usable as a flat structural member for use as bridge decking, ramps, trestles, and any application requiring a structural panel. 1. A structural composite panel , comprising:a top plate defined as a non-planar structure and having an upper surface and an underneath surface, wherein said top plate is comprised of a plurality of fiber layers saturated with resin and subsequently cured;a bottom plate defined as a non-planar structure and having an upper surface and a lower surface wherein said bottom plate is comprised of a plurality of fiber layers saturated with resin and subsequently cured;a first set of at least one composite preforms having a core comprised of expanding foam, each composite preform covered in a fabric wherein said expanding foam has expanded into interstitial spaces in said fabric, and wherein said fabric has been saturated with resin which has been subsequently cured;a second set of at least one composite preforms having a core comprised of expanding foam, each composite preform covered in a fabric wherein said expanding foam has expanded into interstitial spaces in said fabric, and wherein said fabric has been saturated with resin which has been subsequently cured;wherein said first set of composite preforms are attached to said ...

EXPLOSIVE BLAST ABSORPTION

An explosive blast absorption barrier, comprising a plurality of layers including a front layer and at least one further layer which comprises a recess forming layer providing a plurality of conical or pyramidal tapered recesses, each tapering from a wider opening at a surface distal from the front layer to a narrower end, each tapered recess being at least partially filled with a mixture of particulate matter and a gel. 1. An explosive blast absorption barrier , comprising a plurality of layers including a front layer and at least one further layer which comprises a recess forming layer providing a plurality of conical or pyramidal tapered recesses , each tapering from a wider opening at a surface distal from the front layer to a narrower end , each tapered recess being at least partially filled with a mixture of particulate matter and a gel.2. An explosive blast absorption barrier claim 1 , as claimed in wherein the particulate matter is sand.3. A barrier as claimed in wherein the recess-forming layer is of a pulped paper material.4. A barrier as claimed in wherein the recess-forming layer is formed of a particulate material.5. A barrier as claimed in comprising at least two of the recess-forming layers claim 1 , spaced apart from each other claim 1 , and each having particulate/gel material within their respective conical or pyramidal recesses.6. A barrier as claimed in wherein each of the recess-forming layers are mounted upon a respective support layer.7. A barrier as claimed in wherein at least one of the support layers is of a corrugated card material.8. A barrier as claimed in comprising at least two recess-forming layers having conical or pyramidal recesses at least partially filled with a mixture of particulate matter and a gel claim 1 , each of these being separated by a support layer claim 1 , and at least one air gap between at least two of the recess forming layers.9. A barrier as claimed in wherein the outer layer is a sacrificial trim or external ...

Sound Attenuation Using Metal-Organic Framework Materials

Metal-organic framework materials can be used as acoustic attenuation materials. A sound attenuation material includes a metal-organic framework material that attenuates audible frequency sound incident thereon. The sound attenuating material can be used in acoustic applications such as building construction materials.

DEMOUNTABLE/MODULAR STRUCTURE SYSTEM

A demountable structure system is disclosed. The demountable structure system may have a roof system positioned atop one or more structural panel(s) and a floor system positioned beneath one or more structural panels(s). The structural panels may have different shapes, configurations, and features, and may support the roof system in order to form a demountable structure. Alternatively, the roof system is omitted and a wall or other structure can be formed from the structural panels. Each structural panel may have other features, such as finish panels, fabric panels, accessory mounts, recessed lighting, electrical outlets, etc. Some structural panels have sound dampening features, such as to form portable musician's sound booth. Thus, a structure may be formed which is both readily disassembled, yet also sturdy. 1. A demountable structure , comprising:a first demountable structural panel comprising a first joining edge, wherein the first joining edge comprises a first joining member which protrudes from the first joining edge; anda second demountable structural panel comprising a second joining edge, wherein the second joining edge comprises a second joining member which is a recess and has a recess shape complementary to the first joining member;wherein the first joining member removably couples to the second joining member;wherein a sound dampening material is disposed between an exterior surface of the first joining edge of the first demountable structural panel and an exterior surface of the second joining edge of the second demountable structural panel;wherein the sound dampening material comprises at least one of an acoustic spray, a polyurethane putty, and recycled rubber tire; andwherein the first joining member is a cam hook and the second joining member is a cam pin, wherein rotation and lateral translation of the cam hook is caused by an eccentric hook.2. (canceled)3. The demountable structure of claim 1 , wherein the first demountable structural panel ...

Resistant modular hollowed-out plate for manufacturing slabs

The invention relates to plate that comprises an upper strip (1), a lower strip (2), both of which are flat, and a multidirectionally folded, curved or undulate intermediate structure (3) arranged between the upper strip (1) and the lower strip (2), and which is joined to the upper (1) and lower (2) strips at contact zones or connection points (4) and (5), intermittently located and distributed, such that it defines at least two chambers, channels or hollow spaces, interstitial (6) and (7) and continuous, which extend throughout the plate in at least two different directions. This way, a lightweight plate is obtained that is structurally, acoustically and thermally resistant, easy to systematically manufacture or mount and can be efficiently used as an integral system for constructing slabs and similar, since the inner holes can also be used as integrated accessible channels for installations.

REINFORCED BOARD AND METHOD OF PRODUCING THEREOF

Reinforced boards and/or walls, and methods of producing thereof. In some non-limiting examples, there is provided a reinforced gypsum board and a process for the production thereof. In one example, the reinforced board may include one or more reinforcing elements, e.g., to enhance the rigidity of the board and/or to provide support for the board. 1a first gypsum board longitudinally adhered to a second gypsum board; andat least one reinforcing element inserted at a connection area between said first and second gypsum boards.. A reinforced gypsum wall comprising: This application is a Continuation Application of U.S. patent application Ser. No. 14/501,394, filed Sep. 30, 2014, which is a Continuation Application of U.S. patent application Ser. No. 14/091,642, filed Nov. 27, 2013, which is a Continuation Application of U.S. patent application Ser. No. 13/313,047, filed Dec. 7, 2011, which claims the benefit of and priority from U.S. Provisional Patent application 61/420,364, entitled “Reinforced Board and Method of Producing Thereof”, filed Dec. 7, 2010, the entire disclosures of which are incorporated herein by reference.The development of gypsum boards (“wallboards”) began as early as 1917, but did not become popular for residential home use until after World War II. Before that time, wall construction was primarily lath, or wooden horizontal supports, covered in plaster. Plaster walls took a great deal of time to build, and professional application was usually necessary. Construction using gypsum board was much more efficient and did not require the specialized labor that plaster walls sometimes did.Since the mid-1940s, construction using gypsum boards has been the primary wall construction in most houses. Vertical wooden pieces frame a room providing support for the sheets of wallboard. These sheets are connected to the framing by either screws or nails, and seamed together using a special drywall compound, which leaves an even and flat surface. The result is a ...

LIGHTWEIGHT MULTIWALL SHEET WITH HIGH STIFFNESS AND METHOD OF MAKING IT

A multiwall sheet () comprising a first wall (); a second wall (); a plurality of ribs () extended between the first and second walls (); and a plurality of mid-ribs (), wherein one mid-rib () extends between each two adjacent ribs (), wherein the mid-ribs () extend at a mid-rib angle () relative to an adjoining rib (), and wherein the mid-rib angle () is not 90° relative to a rib () to which it attaches, wherein the mid-ribs () attach only to adjacent ribs (), and wherein the mid-ribs () do not attach to either the first or second walls (). 1. A multiwall sheet comprising:a first wall;a second wall;a plurality of ribs extended between the first and second walls; anda plurality of mid-ribs, wherein one mid-rib extends between each two adjacent ribs, wherein the mid-ribs extend at a mid-rib angle relative to an adjoining rib, and wherein the mid-rib angle is not 90° relative to a rib to which it attaches, wherein the mid-ribs attach only to adjacent ribs, and wherein the mid-ribs do not attach to either the first or second walls.2. The multiwall sheet of claim 1 , wherein an initial end of a mid-rib is attached to a first rib at a first initial offset distance measured from a inside surface of the first wall.3. The multiwall sheet of claim 2 , wherein the first initial offset distance is 10% to 90% of a total sheet thickness.4. A multiwall sheet of claim 1 , wherein adjacent mid-ribs form a mid-rib pattern comprising a repeating mid-rib pattern claim 1 , an alternating mid-rib pattern claim 1 , or a combination comprising at least one of the foregoing patterns.5. A multiwall sheet of claim 1 , wherein the sheet has a total sheet thickness of 4 mm to 100 mm.6. A multiwall sheet of claim 1 , wherein the first wall has a thickness of 0.1 mm to 10 mm.7. A multiwall sheet of claim 1 , wherein the second wall has a thickness of 0.1 mm to 10 mm.8. A multiwall sheet of claim 1 , wherein the plurality of ribs each has a thickness of 0.1 mm to 10 mm.9. A multiwall sheet of ...

Ventilated cusp plate as the core of a sandwich

Offenbart ist eine belüftete Höckerplatte als Kern eines Sandwichs, die aus zwei gleichartig hergestellten Formbauteilen besteht, die ineinanderliegend flächig in Kontakt liegen und deren vom Deckblech eingeschlossenen Höckerhohlräume durch Belüftungsöffnungen miteinander verbunden werden. DOLLAR A Durch die besondere Bauart der belüfteten Höckerplatte kann das Beulen der angesetzten Deckplatten infolge Druckschwankungen vermieden und die Steifigkeit erhöht werden. What is disclosed is a ventilated cusp plate as the core of a sandwich, which consists of two molded components of the same type, which lie flatly in contact with one another and whose cusp cavities enclosed by the cover plate are connected to one another by ventilation openings. DOLLAR A The special design of the vented cusp plate prevents the attached cover plates from buckling due to pressure fluctuations and increases the rigidity.

Moulded component, for reinforcing core of sandwich structure core, is formed from two combined moulded sheets with identical projections pressed out from same side

The moulded component has pockets with transverse rigidity provided by 2 facing moulded sheets, each having an array of identical projections pressed out from the same side of the base plane, with planar surfaces between them. One of the moulded sheets is rotated through 180 degrees before they are brought together so that the projections of one sheet fit between the projections of the opposing sheet.

Glued multi-layer composite panels and method for producing multi-layer composite panels

The invention relates to multi-layer composite plates and to a method for producing multi-layer composite plates. Said multi-layer composite plates are comprised of two outer metallic slabs which serve as top and base plates and which are joined to a deformable connecting material located therebetween. The top and base plates are joined to the connecting material by means of a foaming adhesive which fills the cavities remaining in the composite. The cavities remaining in the composite are completely or partially filled by the adhesive. According to the method for producing multi-layer composite plates, adhesive is introduced between the layers to be joined, and the adhesive is subjected to a thermal treatment. The adhesive is completely or partially hardened during the thermal treatment. In the case of the partially hardened adhesive, the adhesive is completely hardened during an additional thermal treatment only after the multi-layer composite plate is reshaped.

Compressible structural panel

A structural panel for use in building structures or in the formation, finish or decoration thereof includes an outer sheet and a connector sheet with a plurality of collapsible or compressible dividers therebetween. The panel in a rest condition is expanded and of a desired thickness for final use but can be compressed into a relatively thin thickness or profile for shipping purposes. The panel is very lightweight but structurally strong and can be selectively bent in one transverse direction if desired. The panel can be easily cut or formed into any predetermined size or shape.

复合建筑材料

本发明一般是涉及一种复合建筑材料而其中包括轻量的心芯并且薄的纤维增强水泥面板在心芯的一侧上而第二面板材料在另一侧上。使用在此建筑材料至少一面上的纤维增强水泥面板为3/16″或更薄，更优选在1/8″或更薄。此绿色纤维增强水泥面板优选由淤浆脱水方法以形成片材，其在生产复合材料之前是塑性、未硬化的状态。此复合建筑材料是在未硬化的状态之中组装然后硬化。

Encasement method for repairing or reinforcing structures in the water and a repairing or reinforcing member used therein

본 발명은 담수 또는 해수에 설치된 강관파일, 콘크리트 파일, 목재 파일 등의 해양 구조물을 보수 내지 보강하는 인케이스먼트 공법에 있어서, 상기 해양 구조물의 손상 부분을 확인하고 보수 내지 보강을 필요로 하는 손상 부분을 표시하는 단계; FRP 자켓을 유리 강화 섬유 플라스틱(FRP)으로 제작하고, 상기 FRP 자켓의 길이 방향으로 적당한 간격으로 다수의 에폭시 그라우트 주입구를 형성하는 단계; 상기 FRP 자켓을 상기 보수 내지 보강을 필요로 하는 손상 부분에 설치하는 단계; 주입용 밸브를 상기 다수의 에폭시 그라우트 주입구 중 최하부에 위치한 최하부 주입구로부터 최상부에 위치한 최상부 주입구까지 순차적으로 연결하여, 수중용 에폭시 그라우트를 FRP 자켓과 해양 구조물 사이의 그라우트 충진 공간에 단계적으로 충진하는 단계; 및 상기 그라우트 충진 공간의 충진이 완료되면, 충분한 시간 동안 양생시킨 뒤 주입용 밸브를 분리하고, 최종적으로 마감처리를 하는 단계를 포함하도록 구성된 것을 특징으로 하는 해양 구조물을 보수 내지 보강하는 인케이스트먼트 공법을 제공한다. The present invention is an indentation method for repairing or reinforcing offshore structures such as steel pipe piles, concrete piles, wood piles, etc. installed in fresh water or seawater, and confirming the damaged portion of the offshore structure, and the damaged portion requiring repair or reinforcement. Displaying; Fabricating a FRP jacket from glass reinforced fiber plastic (FRP) and forming a plurality of epoxy grout inlets at appropriate intervals in the longitudinal direction of the FRP jacket; Installing the FRP jacket on a damaged portion requiring repair or reinforcement; Sequentially filling an injection valve from the lowest inlet located at the bottom of the plurality of epoxy grout inlets to the top inlet located at the top, thereby filling the grout filling space between the FRP jacket and the offshore structure step by step; And when the filling of the grout filling space is completed, curing for a sufficient time, separating the injection valve, and finally finishing the treatment. To provide. 본 발명에 따른 해양 구조물의 인케이스먼트 공법에 의하면, 수중에 설치되어 있는 콘크리트 파일, 강관 파일, 목재 파일 등과 같은 구조물이 부식, 박리, 박락, 손상, 침식, 열화 등으로 손상을 입었을 경우, 시공성이 우수한 보수ㆍ보강 부재를 이용하여 그 해양 구조물의 손상 부분을 비교적 저렴한 비용으로 견고하게 보수 내지 보강할 수 있다. According to the encasement method of the offshore structure according to the present invention, when the structures such as concrete piles, steel pipe piles, wood piles, etc. installed in the water is damaged by corrosion, ...

Patent JPS5726237B2

A Structural Material

본 발명은 건축자재에 관한 것이다. The present invention relates to building materials. 본 발명의 방음과 단열을 위한 에어패널로 구성된 조립식 건축자재는, 조립식 건축물을 이루는 각각의 구성요소와 결합되어 건물의 형태를 이루도록 되어 있는 베이스와; 베이스 중 건물의 내부가 되는 면에 부착되어 있고 기둥형상의 돌기가 상부를 향해 다수 개 형성되어 있으며 기둥형상의 돌기와 돌기 사이에 차단 벽이 설치되어 있어 돌기와 돌기 사이에 공간이 형성된 공간형성몸체와; 공간형성몸체에 형성된 돌기의 상단부에 접착되어 돌기와 돌기 사이의 공간을 차단하고 공간형성몸체와 일체화되어 있는 유연한 합성수지재의 차단시트와; 차단시트 위에 부착되어 부딪히는 공기 전파 음을 흡수함으로써 방음효과를 높이는 방음 시트; 를 포함하여 구성된다. Prefabricated building material consisting of air panels for sound insulation and insulation of the present invention, the base is coupled to each component of the prefabricated building to form a building; A space-forming body which is attached to a surface of the base and becomes a plurality of columnar protrusions toward the top, and a blocking wall is installed between the columnar protrusions and the protrusions so that a space is formed between the protrusions and the protrusions; A blocking sheet of a flexible synthetic resin material bonded to an upper end of the protrusion formed on the space forming body to block a space between the protrusion and the protrusion and integrated with the space forming body; Soundproof sheet to increase the sound insulation effect by absorbing the air propagation sound hit on the blocking sheet; It is configured to include. 본 발명의 조립식 건축자재를 사용하여 시공된 조립식 건축물은 방음 및 단열효과가 우수한 특징이 있다. The prefabricated building constructed using the prefabricated building material of the present invention is characterized by excellent sound insulation and heat insulation effect. 조립, 건축, 자재, 방음, 단열, 에어패널 Assembly, Construction, Material, Soundproof, Heat Insulation, Air Panel

吸音装置

【課題】本発明は、高い吸音性能と共に高い遮音性能を併せ持ち、着目周波数を中心とした効果的な吸音効果を発揮できる吸音装置の提供を目的とする。 【解決手段】本発明の吸音装置６０は、波型断面の波型仕切り板５２と、波型仕切り板５２の波筋５２ａと交差する方向に設けられ、波型仕切り板５２の波型断面の断面視方向（Ｙ軸方向）に延在する空気部を仕切る第２の仕切り板５３と、上記仕切られた空気部を上方から（−Ｚ方向）覆うように設けられ、波型仕切り板５２との間に所定厚さの空気層７０を形成する吸音材５１とを含むことを特徴とする。 【選択図】　　　　図６

Method of fabricating building wall panels

Methods of fabricating wall panels by generally continuously pultruding a wall panel profile comprising inner and outer layers, and spaced reinforcing webs and/or foam extending between the inner and outer layers, optionally studs extending inwardly from the inner layer, away from the outer layer. The so-continuously pultruded wall panel optionally has male and a female edges. The wall panel is periodically cut for wall panel height, thereby creating an ongoing stream of cut wall panels. The panels are advanced through a corner index station, and indexed at right angles while maintaining orientation of the panels. The wall panels leave the indexing station edge-to-edge. Resin is applied to facing edges of adjacent wall panels. Adjacent wall panels are joined to each other at the facing edges, to make a generally continuous wall panel. The so-joined wall panel is cut to desired lengths. The resulting wall panel can provide tough, water-proof, otherwise weather-proof, building systems and buildings, without structural use of concrete except in floor slabs.

Multi-support wall construction

FIELD: construction. SUBSTANCE: invention relates to a multi-support wall structure. Multi-support wall structure includes: an upper support plate provided with a plurality of rectangular projections separated by lattice projections in the form of a board for playing the game and directed upwards in a direction opposite to the grid projections; an intermediate reinforcing plate equipped with upwardly projecting inserts in a shape corresponding to the rectangular projecting portions, mounted in the rectangular projecting parts of the upper support plate with the upper grooves in the transverse and longitudinal form between the upwardly projecting inserts for the arrangement of the grid protrusions, with downwardly projecting inserts having a similar shape, but in a direction opposite to the upwardly projecting inserts in places, diagonally adjacent to the upwardly projecting inserts, and with the lower grooves in the transverse and longitudinal form between the downwardly projecting inserts. Design options are also described. EFFECT: increased ability to distribute and resist the applied load, as well as increased soundproof properties with increased strength. 10 cl, 19 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 661 947 C1 (51) МПК E04C 2/32 (2006.01) E04B 1/90 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04B 1/90 (2018.05); E04C 2/32 (2018.05); E04C 2/34 (2018.05); E04C 2/365 (2018.05); B32B 3/12 (2018.05); E04C 2002/3411 (2018.05); E04C 2002/3472 (2018.05) (21)(22) Заявка: 2017106957, 24.11.2015 24.11.2015 Дата регистрации: R U (24) Дата начала отсчета срока действия патента: (72) Автор(ы): КИМ Чунг Джи (KR), ПАРК Ил Джин (KR), ОХ Джу Сеок (KR) (73) Патентообладатель(и): КИМ Чунг Джи (KR) 23.07.2018 (56) Список документов, цитированных в отчете о поиске: US 7010897 B1, 14.03.2006. RU 27.11.2014 KR 10-2014-0167412 2081267 C1, 10.06.1997. RU 113756 U1, 27.02.2012. US 4495237 A1, 22.01.1985. KR ...

Core layer for multi-layer composite, having wooden elements

FIELD: vessels and other floating vehicles; equipment therefor.SUBSTANCE: group of inventions relates to woodworking, in particular, to production of slabs and panels. Core layer for a multi-layer composite comprises zigzag-shaped wooden elements having zigzag-like plate-like portions where the lifting portion of the element with the adjacent descending portion of this zigzag shape forms a common vertex. Elements of a zigzag shape are located in the core layer in such a way that two vertices of two zigzag elements, which may be the same or different from each other, intersect with each other at a non-zero angle, and these two elements are rigidly connected to each other at the intersection point. Wooden elements in the core layer have one or more configurations. Wooden elements are randomly distributed in the core layer, or are arranged side by side and one on top of each other in a random way, or randomly arranged, and the vertices intersect with each other at different angles.EFFECT: strength and load-bearing capacity of a multi-layer composite increases.23 cl, 14 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 659 238 C2 (51) МПК E04C 2/12 (2006.01) E04C 2/34 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04C 2/12 (2006.01); E04C 2/34 (2006.01) (21)(22) Заявка: 2016118491, 05.11.2014 (24) Дата начала отсчета срока действия патента: Дата регистрации: (73) Патентообладатель(и): ВУД ИННОВЕЙШНС ЛТД. (LI) 29.06.2018 06.11.2013 EP 13 005 226.9 (43) Дата публикации заявки: 16.11.2017 Бюл. № 32 (45) Опубликовано: 29.06.2018 Бюл. № 19 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 12.05.2016 2 6 5 9 2 3 8 Приоритет(ы): (30) Конвенционный приоритет: R U 05.11.2014 (72) Автор(ы): ЭКШТЕЙН Томас (DE), МЁЛЛЕР Ахим (DE), ДАНЦЕР Ханс-Йоахим (CH) EP 2014/002965 (05.11.2014) C 2 C 2 (86) Заявка PCT: (87) Публикация заявки PCT: R U 2 6 5 9 2 3 8 WO 2015/067362 (14.05.2015) Адрес для переписки: 125047, Москва ...

Inner layer containing zigzag wood elements and multilayer composite containing inner layer

Изобретение относится к области строительства, в частности к внутреннему слою, содержащему зигзагообразные древесные элементы, и многослойному композиту, включающему внутренний слой, а также способам их изготовления. Технический результат изобретения заключается в повышении прочности конструкции. Внутренний слой, подходящий для многослойного композита, содержит по меньшей мере один покрывающий слой и внутренний слой. Внутренний слой включает в себя древесные элементы, содержащие расположенные зигзагами листовые участки, причем листовой зиг-участок элемента вместе с примыкающим листовым заг-участком элемента образуют между собой общее ребро, чтобы образовать зигзагообразный древесный элемент. Зигзагообразные элементы расположены во внутреннем слое так, что два таких ребра двух различающихся элементов пересекаются под углом, отличным от нуля и жестко соединяются друг с другом в точке пересечения. В одном варианте осуществления, зигзагообразный древесный элемент может приклеиваться к планарному древесному элементу, чтобы окружать зигзагообразный древесный элемент в виде сэндвича двумя планарными древесными элементами; или окружать планарный древесный элемент двумя зигзагообразными древесными элементами в виде сэндвича. 6 н. и 10 з.п. ф-лы, 9 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 608 088 C2 (51) МПК E04C 2/34 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ 2014148771, 03.05.2013 (24) Дата начала отсчета срока действия патента: 03.05.2013 Дата регистрации: (72) Автор(ы): МЕЛЛЕР Ахим (DE), ЭКШТАЙН Томас (DE), ГРЕССЕР Йоханнес (DE) Приоритет(ы): (30) Конвенционный приоритет: (56) Список документов, цитированных в отчете о поиске: BE 547811 A, 31.05.1956. BE 547811 04.05.2012 EP 12 003 427.7; 04.05.2012 US 61/642, 538 (45) Опубликовано: 13.01.2017 Бюл. № 2 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 04.12.2014 (86) Заявка PCT: EP 2013/001322 (03.05.2013) 2 6 0 8 ...

Panel for prefabrication construction and of manufacturing method for the same

조립식 건축용 판넬 및 이의 제조방법이 개시된다. 개시된 조립식 건축용 판넬은 콘크리트 또는 섬유질시멘트로 이루어지며, 소정간격으로 이격되는 적어도 둘 이상의 본체판부; 상기 적어도 둘 이상의 본체판부 중 이웃하는 두 본체판부 사이에 맞닿도록 형성되며, 링형 홀들이 행과 열을 이루어지 연속적으로 관통형성된 압축단열판재; 상기 링형 홀들에 충진된 형태로 형성되며 상기 이웃하는 본체판부를 연결하도록 상기 이웃하는 본체판부와 일체로 형성되는 연결부;를 포함하는 것을 특징으로 한다.

Truss core panels

Truss core panels comprising face sheets and a core, formed of adjoining tubes having an equilateral triangular cross-sectional shape, are disclosed. The face sheets are formed of either a homogeneous material (e.g., a metal, such as aluminum or titanium); or, a composite material, such as a laminate formed of bonded plies. The plies are woven from suitably strong fibers (e.g., glass or graphite), bonded together by a suitable resin. The tubes are also formed of either a homogeneous material or laminated from suitably strong fibers bonded together by a resin. Depending upon the material used, the tubes can be either formed by pultrusion or by machine winding on mandrels and cured. The tubes may be formed of the same material as the face sheets or different materials. Stiffening ribs and the like are formed by including additional layers of tubes. Further, the tubes may be filled continuously or intermittently, as desired, to accommodate fasteners. Since the tubes are equilateral triangles in cross-sectional shape, assembly of the tubes in one or more layers is fast and, therefore, inexpensive.

Composite building material

본 발명은 일반적으로 경량 코어와, 그 코어 한면 상의 얇은 섬유 시멘트 표면재 및 다른 면 상의 제2 표면재를 포함하는 복합 건축 재료에 관한 것이다. 건축 재료의 표면 중의 적어도 하나에 사용되는 섬유 시멘트 표면재는 바람직하게는 3/16" 이하, 더욱 바람직하게는 1/8" 이하이다. 미가공 섬유 시멘트 표면재는 바람직하게는 슬러리 탈수 방법에 의해 성형되어 복합 재료의 제조 전에 소성의, 비경화된 상태인 시트를 형성한다. 복합 건축 재료는 바람직하게는 비경화된 상태로 어셈블링되고 그후에 경화된다. The present invention generally relates to a composite building material comprising a lightweight core and a thin fiber cement surface material on one side of the core and a second surface material on the other side. The fiber cement surface material used for at least one of the surfaces of the building material is preferably 3/16 "or less, more preferably 1/8" or less. The raw fiber cement surface material is preferably molded by the slurry dehydration method to form a sheet in a fired, uncured state prior to the manufacture of the composite material. The composite building material is preferably assembled in an uncured state and then cured. 복합 건축 재료, 경량 코어, 섬유 시멘트, 표면재, Composite building materials, lightweight cores, fiber cement, surface materials,

ELEMENT IN THE FORM OF A SANDWICH DESIGN WITH AN OPEN HEART STRUCTURE CONSISTING OF DENSE PACKED FOUR FOAMS

РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2018 131 585 A (51) МПК E04C 3/09 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2018131585, 06.02.2017 (71) Заявитель(и): НИТИУ АБ (SE) Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): СТОКФЕЛЬТ, Михаил (SE) 08.02.2016 SE 1650152-0 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 10.09.2018 R U (43) Дата публикации заявки: 10.03.2020 Бюл. № 7 (86) Заявка PCT: (87) Публикация заявки PCT: WO 2017/138864 (17.08.2017) A Адрес для переписки: 129090, Москва, ул. Б. Спасская, 25, стр. 3, ООО "Юридическая фирма Городисский и Партнеры" R U (57) Формула изобретения 1. Элемент (100) в виде сэндвич-конструкции, содержащий первый элемент (101) с поверхностью, проходящий в продольном направлении, с толщиной и высотой меньше продольной длины; второй элемент (102) c поверхностью, проходящий в том же продольном направлении, что и первый элемент, с толщиной и высотой меньше продольной длины, причем второй элемент (102) расположен напротив поверхности первого элемента (101); открытую сердцевинную структуру (103), расположенную между первым элементом (101) и вторым элементом (102) и функционально соединенную с ними, причем открытая сердцевинная структура содержит множество плотноупакованных четырехгранных структур (201), при этом четырехгранные структуры (201) являются асимметричными и расположены с образованием одной или более элементарных ячеек (106), определяющих объем в форме короба (300), при этом объем в форме короба (300) имеет по существу перпендикулярные стороны. 2. Элемент в виде сэндвич-конструкции по п. 1, в котором открытая сердцевинная структура содержит по меньшей мере два плоских элемента (104, 105), расположенных между первым элементом (101) и вторым элементом (102), причем упомянутые по меньшей мере два плоских элемента (104, 105) расположены между упомянутыми поверхностями первого элемента (101) и второго элемента (102), и находятся друг Стр.: ...

Prefabricated panel for construction

본 발명은 건축용으로 사용되는 조립식 패널에 관한 것으로서, 종래의 내/외측판 사이에 충진물이 채워진 조립 패널은 자체 강도가 약하여 조립성이 떨어지고, 화재 발생시 내부에 채운 충진물의 어느 한 부위에 불이 붙으면 전체 충진물에 순식간에 번져서 방화벽 기능이 떨어지므로 인명피해가 많은 문제점이 있다. The present invention relates to a prefabricated panel used for building, the conventional assembled panel filled with the filling between the inner / outer plate is weak in its own strength, the assemblability is poor, if the fire is caught in any part of the filling filled in the event of fire There is a lot of problems in life damage because the firewall function is reduced by spreading the entire filling in a moment. 본 발명은 내/외측판(100a)(100b) 사이에 충진재이 채워진 패널몸체(10)를 양쪽의 결합요부(110)와 결합요부(110)에 의해 연속 조립되게 건축용 조립식 패널을 구성함에 있어서, 철제 강판 재질로 에어홀(210)이 형성되는 에어홀 성형부재(200)를 상기 내/외측판(100a)(100b) 사이에 1개 또는 2개를 내면에 밀착시키거나 소정간격 이격되게 설치하고, 그 에어홀 성형부재(200)와 내/외측판(100a)(200a)과의 사이 공간에는 액상의 발포성 충진재(300)를 넣고 발포시켜 설치한 것으로서, 패널의 강성이 좋고 충진재 자체의 특성에 의해 난연/불연이나 단열/보온성이 뛰어나며, 에어홀 성형부재에 의해 화기 단절이 되어 방화벽 기능이 매우 우수하고, 패널의 강성이 매우 양호하게 유지되어 종래처럼 패널이 울거나 휘는 현상이 없고, 다수의 에어홀(210)에 의해 소음 감쇄와 방음성이 좋은 효과가 있는 것이다. In the present invention, the panel body 10 filled with a filler between the inner and outer plates 100a and 100b is constructed in a prefabricated panel for building so as to be continuously assembled by both coupling recesses 110 and coupling recesses 110. One or two air hole forming members 200 having the air holes 210 formed of a steel plate may be closely adhered to the inner surface or installed at predetermined intervals between the inner / outer plates 100a and 100b. In the space between the air hole forming member 200 and the inner / outer plate (100a) (200a) is formed by foaming the liquid foam filling material 300, the rigidity of the panel is good and by the characteristics of the filler itself Excellent flame retardant / non-flammable, heat insulation / heat insulation, fire breakdown by air hole forming member, very good firewall function, panel rigidity is kept very good, no panel crying or warping like before, ...

Hollow structure plate, manufacturing method thereof, manufacturing device thereof, and sound absorbing structure plate

Introduction guides 12 are provided above and below a sheet-introduction opening portion of a pressure-reduced chamber 10 , and heating means 17 is provided between the introduction guides. Each resin sheet 3 is attracted and attached respectively to the circumferential surface of a corresponding emboss roller 11 by reducing pressure. Pins 112 of the emboss roller 11 are truncated cone-shaped. The ratio of the total area of the lower bases of the pins 112 to the area of the circumferential surface of the emboss roller is 0.5 or more. The rising angle θ of the pin side face, in the vertical plane including the central axis of the pins 112 , is in the range from 50 degrees to 70 degrees. Furthermore, a multilayered hollow structure plate 140 is formed by attaching non-air-permeable sheets 130 onto both the front and back of a core member obtained by fusing together hollow protrusions 112 in two thermoplastic resin sheets. A sound absorbing material 150 is provided on at least one of the front and back side thereof, and small holes 114 a opened in the multilayered hollow structure plate are formed in liner portions 114 and the non-air permeable sheet 130 only in the positions that matches the liner portions 114.

EASY PANEL CONSTRUCTION ELEMENT

Bridge deck panel, combination including at least two panels with h-shaped clamp, panel production methods (variants), bridge and bridge designing method

FIELD: multilayered panels formed of plates, decks for steel rigid-frame bridges or for bridges provided with piers and decks composed of a number of panels. SUBSTANCE: bridge deck panel has multilayered structure with upper and lower metal plates and intermediate layer made of dense plastics or polymeric material bonded with metal plates so that shearing forces are transferred between the plates and the layer. EFFECT: simplified structure, reduced panel weight, increased rigidity and strength. 34 cl, 36 dwg ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (51) ÌÏÊ 7 (11) 2 259 439 (13) C2 E 01 D 19/12 ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÎÏÈÑÀÍÈÅ ÈÇÎÁÐÅÒÅÍÈß Ê ÏÀÒÅÍÒÓ (21), (22) Çà âêà: 2003112682/03, 31.08.2001 (72) Àâòîð(û): ÊÅÍÍÅÄÈ Ñòåôåí Äæ. (CA) (24) Äàòà íà÷àëà äåéñòâè ïàòåíòà: 31.08.2001 (73) Ïàòåíòîîáëàäàòåëü(ëè): ÈÍÒÅËËÈÄÆÅÍÒ ÈÍÄÆÈÍÈÐÈÍà (ÁÀÕÀÌÀÇ) ËÈÌÈÒÅÄ (BS) (30) Ïðèîðèòåò: 03.10.2000 GB 0024183.6 R U (43) Äàòà ïóáëèêàöèè çà âêè: 27.11.2004 (45) Îïóáëèêîâàíî: 27.08.2005 Áþë. ¹ 24 2 2 5 9 4 3 9 (56) Ñïèñîê äîêóìåíòîâ, öèòèðîâàííûõ â îò÷åòå î ïîèñêå: DE 19825087 A1, 09.12.1999. ÇÈÍÃÎÐÅÍÊÎ Ã.È., ÌÀÌÀÅÂÀ Å.À. Èíäóñòðèàëüíîå ñòðîèòåëüñòâî áîëüøèõ ìîñòîâ. Ì.: Òðàíñïîðò, 1964, ñ.162. CH 490588 A, 15.05.1970. EP 0573757 A, 15.12.1993. GB 2337022 A, 10.11.1999. SU 1123865 A, 15.11.1984. SU 1252440 A1, 15.11.1984. 2 2 5 9 4 3 9 R U (86) Çà âêà PCT: GB 01/03933 (31.08.2001) C 2 C 2 (85) Äàòà ïåðåâîäà çà âêè PCT íà íàöèîíàëüíóþ ôàçó: 05.05.2003 (87) Ïóáëèêàöè PCT: WO 02/29160 (11.04.2002) Àäðåñ äë ïåðåïèñêè: 129010, Ìîñêâà, óë. Á.Ñïàññêà , 25, ñòð.3, ÎÎÎ "Þðèäè÷åñêà ôèðìà Ãîðîäèññêèé è Ïàðòíåðû", ïàò.ïîâ. Ã.Á. Åãîðîâîé (54) ÏÀÍÅËÜ ÍÀÑÒÈËÀ ÌÎÑÒÀ, ÊÎÌÁÈÍÀÖÈß ÈÇ, ÏÎ ÌÅÍÜØÅÉ ÌÅÐÅ, ÄÂÓÕ ÏÀÍÅËÅÉ Ñ Í- ÎÁÐÀÇÍÛÌ ÇÀÆÈÌÎÌ, ÑÏÎÑÎÁ ÈÇÃÎÒÎÂËÅÍÈß ÏÀÍÅËÈ (ÂÀÐÈÀÍÒÛ), ÌÎÑÒ È ÑÏÎÑÎÁ ÊÎÍÑÒÐÓÈÐÎÂÀÍÈß ÌÎÑÒÀ (57) Ðåôåðàò: Èçîáðåòåíèå îòíîñèòñ ê ìíîãîñëîéíûì ïàíåë ì èç ïëèò è ê íàñòèëàì ìîñòà, â ÷àñòíîñòè ê ìîñòîâûì íàñòèëàì äë ñòàëüíûõ ìîñòîâ ðàìíîãî òèïà èëè ...

Thermal insulation panel

Compressible structural panel

빌딩구조물 또는 그것의 형성, 마무리 또는 장식에 사용하기 위한 패널은 외측시트와 연결시트 및 그들 사이에 접혀지거나 압축가능한 복수의 디바이더를 구비한다. 안정상태의 패널은 팽창되어 최종 사용시에는 소정의 두께가 되지만, 선적용으로 비교적 얇은 두께 또는 프로파일로 압축될 수 있다. 패널은 매우 가볍지만, 구조적으로 튼튼하며, 필요하다면 하나의 횡방향으로 선택적으로 구부러질 수 있다. 패널은 쉽게 절단되거나 성형되어 어떠한 소정의 크기 또는 형상으로 형성될 수 있다. Panels for use in forming, finishing, or decorating a building structure have outer and connecting sheets and a plurality of dividers that are folded or compressible therebetween. The steady state panels are expanded to a certain thickness during end use, but can be compressed to a relatively thin thickness or profile for shipping. The panels are very lightweight but structurally strong and can be selectively bent in one transverse direction if necessary. The panels can be easily cut or molded to form any desired size or shape.

Insulating and storm-resistant panels

In one example, the present invention is directed at a panel that includes (a) a first material having an inside surface and an outside surface, (b) a second material having an inside surface and an outside surface, (c) a zig-zag web with arms and apices disposed between the first material and the second material, (d) insulation disposed between adjacent arms, (e) a composite material comprising an adhesive and particulate material, wherein the composite material is applied to (i) inside surfaces of the first material and the second material, (ii) the zig-zag web, and (iii) the insulation; and wherein the outside surfaces of the first material and the second material are each substantially planar and parallel to one another, the inside surfaces of the first material and the second material contact the apices, and the first material and the second material are the same or different.

Multifunctional composite structure for extreme conditions

FIELD: production of composite materials. SUBSTANCE: multifunctional composite structure has modular design, which can be changed depending on extreme conditions, which will affect this structure, for example, hazardous radiation, flow of micrometeorites and orbital fragments, abrupt temperature changes etc. EFFECT: combinations of materials used in said multifunctional composite structure provide creation of support structure with low weight and maximum protection from radiation, effects of orbital fragments and temperature oscillations. 21 cl, 13 dwg, 1 tbl РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 735 149 C2 (51) МПК B64G 1/54 (2006.01) B64G 1/56 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК B64G 1/54 (2020.05); B64G 1/56 (2020.05) (21)(22) Заявка: 2017113423, 18.04.2017 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): ЗЕ БОИНГ КОМПАНИ (US) Дата регистрации: 28.10.2020 02.08.2016 US 15/226,219 (43) Дата публикации заявки: 18.10.2018 Бюл. № 29 (45) Опубликовано: 28.10.2020 Бюл. № 31 2 7 3 5 1 4 9 R U (54) МНОГОФУНКЦИОНАЛЬНАЯ КОМПОЗИТНАЯ КОНСТРУКЦИЯ ДЛЯ ЭКСТРЕМАЛЬНЫХ УСЛОВИЙ (57) Реферат: Многофункциональная композитная температуры и т.д. Сочетания материалов, конструкция имеет модульное исполнение, используемые в указанной многофункциональной которое может быть изменено в зависимости от композитной конструкции, обеспечивают экстремальных условий, которые будут создание опорной конструкции с низким весом и воздействовать на эту конструкцию, например максимальной защитой от излучения, воздействия опасное излучение, поток микрометеоритов и орбитальных осколков и температурных орбитальных осколков, резкие изменения колебаний. 4 н. и 17 з.п. ф-лы, 13 ил., 1 табл. Стр.: 1 C 2 C 2 Адрес для переписки: 190000, Санкт-Петербург, BOX-1125, "ПАТЕНТИКА" 2 7 3 5 1 4 9 (56) Список документов, цитированных в отчете о поиске: WO 2012040217 A1, 29.03.2012. US 2010086729 A1, 04.08.2010. US ...

Hollow structure plate, method for manufacturing the same, and apparatus for manufacturing the same

Patent RU2017113423A3

7 ВУ’? 2017113423” АЗ Дата публикации: 21.08.2020 Форма № 18 ИЗПМ-2011 Федеральная служба по интеллектуальной собственности Федеральное государственное бюджетное учреждение 5 «Федеральный институт промышленной собственности» (ФИПС) ОТЧЕТ О ПОИСКЕ 1. . ИДЕНТИФИКАЦИЯ ЗАЯВКИ Регистрационный номер Дата подачи 2017113423/11(023465) 18.04.2017 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. 15/226,219 02.08.2016 05 Название изобретения (полезной модели): [Х] - как заявлено; [ ] - уточненное (см. Примечания) МНОГОФУНКЦИОНАЛЬНАЯ КОМПОЗИТНАЯ КОНСТРУКЦИЯ ДЛЯ ЭКСТРЕМАЛЬНЫХ УСЛОВИИ Заявитель: ЗЕ БОИНГ КОМПАНИ, 05 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) ВбЧО 1/54 (2006.01) ВбЧСО 1/56 (2006.01) 5. ОБЛАСТЬ ПОИСКА 5.1 Проверенный минимум документации РСТ (указывается индексами МПК) В64С 1/52, В64С 1/56, В6АО 13/00, ВЗ2В 1/00, ВЗ2В 15/08, ВЗ2В 27/06, ВЗ2В 3/00, В32В 3/12, ВЗ2В 9/00, ВЗ2В 5/18, ВЗ2В 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): Езрасепес, Соозе Раеп$, Раеагсь, КОРТО 6. ДОКУМЕНТЫ, ОТНОСЯЩИЕСЯ К ПРЕДМЕТУ ПОИСКА Кате- Наименование документа с указанием (где необходимо) ...

COMPRESSIBLE CONSTRUCTION PANEL

ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß RU (19) (11) 2005 124 823 (13) A (51) ÌÏÊ E04C 2/32 (2006.01) ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÇÀßÂÊÀ ÍÀ ÈÇÎÁÐÅÒÅÍÈÅ (21), (22) Çà âêà: 2005124823/03, 03.08.2005 (71) Çà âèòåëü(è): ÕÀÍÒÅÐ ÄÓÃËÀÑ ÈÍÄÀÑÒÐÈÇ Á.Â. (NL) (30) Êîíâåíöèîííûé ïðèîðèòåò: 24.04.2000 US 60/199,208 (43) Äàòà ïóáëèêàöèè çà âêè: 10.02.2007 Áþë. ¹ 4 R U (57) Ôîðìóëà èçîáðåòåíè 1. Ñæèìàåìà ñòðîèòåëüíà ïîòîëî÷íà èëè ñòåíîâà ïàíåëü (50, 94, 102, 108, 132, 154, 182, 200), ñîäåðæàùà ïî ìåíüøåé ìåðå, îäèí íàðóæíûé ëèñò (54, 54', 116, 136, 168, 204) ìàòåðèàëà, èìåþùåãî âíóòðåííþþ ïîâåðõíîñòü è íàðóæíóþ ïîâåðõíîñòü, ìíîæåñòâî ñæèìàåìûõ ðàñïîðîê (52, 52', 105, 110, 134, 152, 170, 184, 208), ïðèêðåïëåííûõ ê âíóòðåííåé ïîâåðõíîñòè è âûñòóïàþùèõ îò íåå, è ñîåäèíèòåëüíîå ñðåäñòâî (56, 56', 96, 130, 138, 166, 206) äë êðåïëåíè ðàñïîðîê äðóã ñ äðóãîì â ìåñòàõ, óäàëåííûõ îò íàðóæíîãî ëèñòà, â êîòîðîé êàæäà ðàñïîðêà âûïîëíåíà ïðîäîëüíîóäëèíåííîé è ñîäåðæèò ïðîõîä ùèå â ïðîäîëüíîì íàïðàâëåíèè áîêîâûå ñòåíêè (98, 104, 120, 122, 192, 214) è ïðîõîä ùèå â ïðîäîëüíîì íàïðàâëåíèè ëèíèè ñãèáà (74, 106, 128, 140, 142, 156, 160, 172, 174, 216) òàê, ÷òî ïðè ïðèëîæåíèè äàâëåíè ê íàðóæíîìó ëèñòó (54, 54', 116, 136, 168, 204) èëè ê ñîåäèíèòåëüíîìó ñðåäñòâó (56, 56', 96, 130, 138, 166, 206) ðàñïîðêè (52, 52', 105, 110, 134, 152, 170, 174, 208) ñêëàäûâàþòñ ïî ëèíè ì ñãèáà è ñæèìàþòñ äë óìåíüøåíè òîëùèíû ïàíåëè (50, 94, 102, 108, 132, 154, 182, 200), è â êîòîðîé êàæäà ðàñïîðêà (52, 52', 105, 110, 134, 152, 170, 184, 208) ðàñøèðåíà â ñîñòî íèè ïîêî è îáëàäàåò óïðóãîñòüþ, ÷òîáû âîçâðàùàòüñ ê òàêîé êîíôèãóðàöèè ïîñëå ñí òè óñèëè ñæàòè òàê, ÷òî ïàíåëü (50, 94, 102, 108, 132, 154, 182, 200) ïðèíèìàåò ðàñøèðåííóþ ôîðìó â åå íîðìàëüíîì ñîñòî íèè ïîêî , ïðè ýòîì ðàñïîðêè (52, 52', 105, 110, 134, 152, 170, 184, 208) õàðàêòåðèçóþòñ òåì, ÷òî ñîäåðæàò îòäåëüíûå ëèñòû èç ïîëóæåñòêîãî, íî ñãèáàåìîãî ìàòåðèàëà, èçãîòîâëåííîãî èç âîëîêîí, ñâ çàííûõ äðóã ñ äðóãîì ñìîëîé. 2. ...

Cementitious composite structure

用于结构的套件，包括多个框架件，其促进构件所述结构的框架结构和多个胶凝复合材料垫。多个框架件和多个胶凝复合物垫可以为可组装的以提供所述结构。为了应答正在原位水化的胶凝复合材料垫，多个胶凝复合材料垫固化为所述结构提供水泥板。

Method to manufacture light sandwich panels

본 발명은 초경량 샌드위치 판재의 제조방법에 관한 것으로서, 더욱 상세하게는 서로 직교하는 2 방향 또는 3 방향의 와이어를 그물 형태로 직조한 후, 프레스 가공을 통하여 각각 피라미드 또는 정사면체 트러스를 형성한 다음, 상하에 얇은 면판을 대고 교차점이나 접합부위는 용접등의 방법으로 부착하는 비강성 및 비강도가 우수한 초경량 샌드위치 판재의 제조방법에 관한 것이다. The present invention relates to a method for manufacturing an ultra-light sandwich plate, and more specifically, after weaving wires in two or three directions perpendicular to each other in a net form, and forming a pyramid or tetrahedral truss through press working, respectively, It relates to a method for producing ultra-light sandwich plate material having excellent non-stiffness and non-strength to which a thin face plate is placed on the cross-section and the junction is attached by welding or the like. 이를 위해, 본 발명은 2방향의 와이어를 그물형태로 직조하는 제1단계와; 상기 제1단계에서 와이어의 교차점을 그물의 대각선 방향으로 프레스 가공하여 트러스 구조로 성형하는 제2단계와; 상기 제2단계에서 트러스의 상하면에 면판을 부착하는 제3단계로 형성되는 초경량 샌드위치 판재의 제조방법을 제공한다. To this end, the present invention comprises the first step of weaving two-way wire in the form of a net; A second step of forming a truss structure by pressing the intersection points of the wires in a diagonal direction of the net in the first step; It provides a method of manufacturing a super lightweight sandwich plate formed in a third step of attaching the face plate on the upper and lower surfaces of the truss in the second step. 샌드위치 판재, 와이어, 트러스, 면판 Sandwich board, wire, truss, faceplate

Core structure

Compressible building panel

FIELD: building, particularly construction panels for building structure erection, finishing and decoration. SUBSTANCE: building panel comprises outer sheet, connection sheet and a large number of cross-pieces arranged in-between. In relaxed position the panel is expanded so that the panel has desirable thickness for final use thereof. The panel may be compressed to obtain panel having decreased thickness or narrow profile for following transportation. Panel may be selectively bent in one transversal direction, cut or shaped to impart any predetermined size and shape to the panel. EFFECT: increased structural strength and reduced weight thereof. 35 cl, 99 dwg ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (51) ÌÏÊ 7 (11) 2 266 375 (13) C2 E 04 C 2/32 ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÎÏÈÑÀÍÈÅ ÈÇÎÁÐÅÒÅÍÈß Ê ÏÀÒÅÍÒÓ (21), (22) Çà âêà: 2002128602/03, 23.04.2001 (72) Àâòîð(û): ÑÂÈÙ Ïîë Ã. (US), ÊÞÏÅÐÓÑ Êî (US), ÊÎÓËÑÎÍ Óýíäåëë Á. (US), ÒÐÎÓÍ Äæåéñîí Ò. (US) (24) Äàòà íà÷àëà äåéñòâè ïàòåíòà: 23.04.2001 (30) Ïðèîðèòåò: 24.04.2000 US 60/199,208 (73) Ïàòåíòîîáëàäàòåëü(ëè): ÕÀÍÒÅÐ ÄÓÃËÀÑ ÈÍÄÀÑÒÐÈÇ Á.Â. (NL) (45) Îïóáëèêîâàíî: 20.12.2005 Áþë. ¹ 35 2 2 6 6 3 7 5 (56) Ñïèñîê äîêóìåíòîâ, öèòèðîâàííûõ â îò÷åòå î ïîèñêå: US 5992127 A, 30.11.1999. CH 362824 A, 30.06.1962. WO 0112911 A, 22.02.2001. SU 1822898 A1, 23.06.1993. (85) Äàòà ïåðåâîäà çà âêè PCT íà íàöèîíàëüíóþ ôàçó: 24.10.2002 2 2 6 6 3 7 5 R U (87) Ïóáëèêàöè PCT: WO 01/81684 (01.11.2001) C 2 C 2 (86) Çà âêà PCT: US 01/12998 (23.04.2001) Àäðåñ äë ïåðåïèñêè: 129010, Ìîñêâà, óë. Á.Ñïàññêà , 25, ñòð.3, ÎÎÎ "Þðèäè÷åñêà ôèðìà Ãîðîäèññêèé è Ïàðòíåðû", ïàò.ïîâ. Ã.Á. Åãîðîâîé (54) ÑÆÈÌÀÅÌÀß ÑÒÐÎÈÒÅËÜÍÀß ÏÀÍÅËÜ (57) Ðåôåðàò: Èçîáðåòåíèå îòíîñèòñ ê îáëàñòè ñòðîèòåëüñòâà, â ÷àñòíîñòè ê ñòðîèòåëüíîé ïàíåëè, ïðåäíàçíà÷åííîé äë èñïîëüçîâàíè â ñòðîèòåëüíûõ êîíñòðóêöè õ, ëèáî ïðè èõ ôîðìèðîâàíèè, ÷èñòîâîé îòäåëêå èëè äåêîðàòèâíîé îòäåëêå. Ñòðîèòåëüíà ïàíåëü âêëþ÷àåò â ñåá íàðóæíûé ëèñò è ñîåäèíèòåëüíûé ...

Boundary stone using the sollar cell

본 발명은 태양전지를 이용한 조명 경계석에 관한 것으로, 더욱 상세하게는 몸체(20)의 상면에 태양전지판(31)과 축전지 및 회로부(40)가 구비된 쏠라셀유닛트(30)가 설치되고, 몸체(20)의 측면에 상기 쏠라셀유닛트(30)에서 공급된 전원 및 제어조건에 따라 점·소등되는 조명라이트(53)가 포함된 조명유닛트(50)가 설치되어 이루어지는 태양전지를 이용한 조명 경계석에 있어서, 상기 쏠라셀유닛트(30)는 상면에 태양전지판(31)이 결합되고, 하단 내부에는 소정의 공간부가 형성되어 일정 높이를 갖는 외주연에 고정돌기(36)가 구비된 외벽(35)을 갖는 상부고정케이스(32); 상기 상부고정케이스(32)의 외벽(35)이 내측으로 끼움 결합되고 상기 태양전지판(31)과 연결된 축전지 및 회로부(40)가 내장될 수 있는 내측공간부가 구비되며 내면에 상기 고정돌기(36)가 걸려 상부고정케이스(32)가 고정되도록 하는 이탈방지돌기(44)가 구비된 하부고정케이스(41);로 구성되어, 상기 경계석의 몸체에 매립설치된 하부고정케이스(41)로부터 상부고정케이스(32)가 분해 및 조립이 가능한 구조로 이루어져 주·야간 어느때나 경계석의 기능은 물론 이미지 식별을 통한 광고와 선전이 가능하도록 구성된 태양전지를 이용한 조명 경계석에 관한 것이다. The present invention relates to an illumination boundary stone using a solar cell, and more particularly, the solar cell unit 30 having a solar cell 31, a storage battery, and a circuit unit 40 is installed on an upper surface of the body 20, and a body is provided. On the side of the (20) to the lighting boundary stone using a solar cell is provided with an illumination unit 50 including an illumination light 53 is turned on and off in accordance with the power supplied from the solar cell unit 30 and control conditions In the solar cell unit 30, the solar panel 31 is coupled to an upper surface thereof, and a predetermined space is formed inside the lower end of the solar cell unit 30, and the outer wall 35 having the fixing protrusion 36 on the outer circumference having a predetermined height is provided. An upper fixing case 32 having; The outer wall 35 of the upper fixing case 32 is fitted into the inner space and the inner space is provided with a storage battery and the circuit unit 40 connected to the solar panel 31 is provided with the fixing projections 36 on the inner surface The lower fixing case 41 is provided with a departure prevention protrusion 44 for fixing the upper fixing case 32 is fixed; consisting of, the upper fixing case (41) from the lower fixing case 41 embedded in the body of the boundary stone ( 32) consists ...

Process and apparatus of molding corrugated cardboard

Pyramidal kagome structure and its fabricating method

본 발명은 피라미드형 카고메 구조체 및 그 제작 방법에 관한 것으로서, 더욱 상세하게는 면재와의 넓은 접착면을 갖는 피라미드형 카고메 구조체 및 그 제작 방법에 관한 것이다. 본 발명에 의하면, 격자형 메쉬를 면 기반으로 성형하여 연속 및 대량 생산을 가능하도록 하고, 이와 같이 생산된 피라미드 트러스 구조체의 피라미드의 꼭지 부분을 상하로 연결함으로써 피라미드형 카고메 구조를 형성하며, 이를 통해 우수한 기계적 강성을 부여함과 동시에 상하 면재와의 넓은 접착면을 확보함으로써 접착이 용이하고 접착 후의 안정성이 우수하게 된다. 또한 기존 피라미드형 샌드위치 판재의 생산성 저하 문제를 해결하기 위하여 본 발명에서는 폴리머 사출 공정을 통한 초기 메쉬형 평판재 대량 생산 및 롤링 공정을 통하여 연속 성형 공정을 제시하며, 카고메 구조를 제작시 성형공정과 접합 공정의 분리로 인한 제작 공정의 복잡함을 해결하고자 성형 공정과 접합공정이 동시에 진행하는 제작 공정을 제시한다. The present invention relates to a pyramid-shaped Kagome structure and a manufacturing method thereof, and more particularly, to a pyramid-shaped Kagome structure having a wide adhesion surface with a face plate and a method of manufacturing the same. According to the present invention, a pyramid-shaped Kagome structure is formed by vertically connecting the vertexes of the pyramid of the pyramidal truss structure produced in such a manner that the lattice-shaped mesh is formed on a surface basis to enable continuous and mass production, It is possible to provide excellent mechanical rigidity and at the same time to secure a wide bonding surface with the upper and lower face plates, so that the bonding is easy and the stability after bonding is excellent. In order to solve the problem of lower productivity of conventional pyramidal sandwich plates, the present invention proposes a continuous molding process through mass production and rolling processes of an initial mesh type flat material through a polymer injection process. In the process of forming a Kagome structure, To solve the complexity of the manufacturing process due to the separation of the process, we propose a manufacturing process in which the molding process and the bonding process proceed simultaneously.

Building wall and installation method thereof

本发明公开了一种建筑墙体及其安装方法，涉及装配式墙板技术领域，兼顾装配式墙板的规模化高效率生产，便于装配式墙板码放和运输；在满足建筑墙体结构强度要求的前提下，解决了龙骨用量多、龙骨材料浪费的问题，降低了建筑墙体的制作成本。建筑墙体，由多个装配式墙板拼装而成，装配式墙板包括龙骨框架以及位于龙骨框架两侧的墙面板，龙骨框架包括两个平行设置的竖龙骨，以及多个用于连接两个竖龙骨的横龙骨，横龙骨与竖龙骨之间可拆卸连接，墙面板与龙骨框架之间可拆卸连接；每相邻的两个装配式墙板中，其中一个装配式墙板的横龙骨与另一个装配式墙板的竖龙骨之间设有用于将横龙骨和竖龙骨连接固定的连接结构。本发明用于建造建筑墙体。

Prefabricated assembled steel framework light plate

本发明公开了一种预制装配式钢骨架轻型板，包括联结钢板框，联结钢板框的四个侧板前后两侧向内延伸有侧延伸板，联结钢板框的四个侧板上开设有连接孔，联结钢板框的前后侧设置有前面板与后面板，前面板的后侧面对称安装有若干个第一套管，第一套管内套设有连接弹簧的一端，连接弹簧的另一端套设于第二套管内，第二套管安装于后面板的前侧面；与现有技术相比，本发明的有益效果是：两个相邻的板体之间连接时，通过紧固件穿过两个联结钢板框上的连接孔后进行快速连接；前面板与后面板形成的双层板体能够进一步提高板材的隔热性和结构强度；在板体受到风力等外力作用时，通过若干个连接弹簧能够对外力起到减震缓冲的作用，使板体得到充分保护。

Solar energy collector

Honeycomb panel and process for producing same

The present invention is a honeycomb panel comprising metal face sheets respectively disposed on upper and lower faces of said honeycomb core characterized in that said honeycomb panel has a metal side plate disposed on at least one side face thereof, for mutually connecting honeycomb panels to each other, and a process for producing a honeycomb panel, said process characterized by comprising the steps of: welding a corrugated honeycomb core at an end face of its corrugation to a side plate along the end face of said corrugation; welding the honeycomb core at top portions of its corrugation to an upper face sheet from the side of the honeycomb core by means of an energy beam; welding bottom portions of the corrugation of the honeycomb core to a lower face sheet from the side of the face sheet by means of an energy beam; and welding the face sheets to the side plate before or after welding the honeycomb core to the face sheets.

Thermoplastic resin composition with good mechanical properties, weatherability and colorability

본 발명은 (a)아크릴레이트계 고무질 중합체에 스티렌계 단량체 및 아크릴로니트릴계 단량체가 그라프트된 그라프트 공중합체(ASA계 그라프트 수지); (b)공액디엔계 고무질 중합체에 스티렌계 단량체 및 아크릴로니트릴계 단량체가 그라프트된 그라프트 공중합체(ABS계 그라프트 수지); (c)아크릴레이트계 단량체, 스티렌계 단량체 및 아크릴로니트릴계 단량체의 삼원 공중합체(ASA계 수지); 및 (d)스티렌계 단량체 및 아크릴로니트릴계 단량체의 공중합체(SAN계 수지)를 포함하며, 상기 (a)의 그라프트 공중합체는 입경이 상이한 2종의 아크릴레이트계 고무질 중합체를 포함하는 것을 특징으로 하는 열가소성 수지 조성물을 제공한다. The present invention (a) graft copolymer (ASA graft resin) in which a styrene-based monomer and an acrylonitrile-based monomer is grafted to the acrylate-based rubber polymer; (b) a graft copolymer (ABS graft resin) in which a styrene monomer and an acrylonitrile monomer are grafted to a conjugated diene rubber polymer; (c) terpolymers of acrylate monomers, styrene monomers and acrylonitrile monomers (ASA resins); And (d) a copolymer of a styrene-based monomer and an acrylonitrile-based monomer (SAN-based resin), wherein the graft copolymer of (a) includes two kinds of acrylate-based rubbery polymers having different particle diameters. It provides a thermoplastic resin composition characterized by. 본 발명에 따른 열가소성 수지 조성물은 우수한 기계적 물성을 유지할 뿐만 아니라 내후성 및 착색성이 우수하다. The thermoplastic resin composition according to the present invention not only maintains excellent mechanical properties but also has excellent weather resistance and colorability. 열가소성 수지, ASA계 그라프트 수지, ABS계 그라프트 수지, ASA계 수지, SAN계 수지, 기계적 물성, 내후성, 착색성 Thermoplastic Resin, ASA Graft Resin, ABS Graft Resin, ASA Resin, SAN Resin, Mechanical Properties, Weatherability, Colorability

CONSTRUCTION PANEL FOR BUILDINGS

La présente invention concerne un panneau de construction (1) pour bâtiment comprenant un cadre (3), par exemple en bois, entouré d'un panneau de maintien extérieur (2), et d'un panneau de maintien intérieur (4). Le cadre (3) est décalé latéralement par rapport aux panneaux de maintien extérieur (2) et intérieur (4), de sorte à former une nervure latérale (7) d'un côté et une rainure latérale (8) de l'autre, aptes à coopérer chacune avec une rainure latérale (8), respectivement nervure latérale (7), d'un panneau de construction (1) adjacent La présente invention concerne encore un bâtiment comportant au moins un panneau de construction (1) selon l'invention ainsi qu'un procédé de montage d'un tel bâtiment. The present invention relates to a building panel (1) for building comprising a frame (3), for example of wood, surrounded by an outer holding panel (2), and an inner holding panel (4). The frame (3) is shifted laterally with respect to the outer (2) and inner (4) holding panels, so as to form a lateral rib (7) on one side and a lateral groove (8) on the other, adapted to cooperate each with a lateral groove (8), respectively lateral rib (7), of an adjacent building panel (1) The present invention also relates to a building comprising at least one building panel (1) according to the invention as well as a method of mounting such a building.

Cellular foam core structure assembly

Foam core material comprises a series of parallel cellular foam cores (20) arranged on a flat primary base layer (22) of fabric with a primary covering layer (24) of fabric arranged over the core and stitched to the primary base layer between the cores. A second set of parallel foam cores on a base layer with a covering layer is arranged with the cores interdigitated with the cores of the first set and the covering layers bonded together. The whole assembly is rigidified by a cured synthetic resin impregnant. Has further layers of fabric (32) applied over the faces to cover the stitching, being held in place by the synthetic resin. The structure may be vacuum formed and vacuum impregnated. Formation of boat hulls. Simple basic core structure which can easily be formed into complex shapes in which it is rigidified by resin impregnation into a strong composite structure.

Thermo-acoustic insulating wall panel - uses three vertical boards separated by corrugated sheets with corrugations of adjacent sheets mutually perpendicular

The building wall panel comprises two cellular sub-panels which are bonded together by abutting major faces. One sub-panel incorporates a sheet (1) with undulations or discontinuity lines in a definite direction. The counter panel is of a similar construction with the undulation in the perpendicular direction. The undulating sheets (1, 2) together with the dividing (3) and facing boards (4, 5) may be bonded together to form an integrated panel. One of the facing boards may be perforated with the holes forming wave traps, and discontinuity lines may be formed by grooves.

BUILDING MODULE BASED ON CARTON

La présente invention concerne un module de construction (10) isolant et autoportant à base de carton, notamment pour la fabrication de bâtiment, caractérisé en ce qu'il comporte une âme centrale (1) définissant au moins la hauteur, la largeur et la section dudit module, cette âme centrale étant constituée d'une pluralité de couches de carton ondulé et/ou alvéolaire, au moins un film étanche (2) disposé autour de ladite âme centrale de manière à recouvrir toutes ses faces, au moins deux panneaux de maintien et de protection (3) disposés de part et d'autre de ladite âme centrale de manière à recouvrir au moins deux de ses faces respectivement extérieure et intérieure, et au moins deux cadres (4) superposés auxdits panneaux de protection et délimitant un volume intérieur libre (5) pour le passage d' éléments techniques, lesdits cadres étant fixés l'un à l'autre par des organes de fixation traversant de part en part lesdits panneaux de protection et ladite âme centrale. The present invention relates to an insulating and self-supporting building module (10) based on cardboard, in particular for the manufacture of building, characterized in that it comprises a central core (1) defining at least the height, the width and the section of said module, this central core consisting of a plurality of layers of corrugated cardboard and / or cellular, at least one sealed film (2) disposed around said central core so as to cover all its faces, at least two holding panels and protection (3) disposed on either side of said central core so as to cover at least two of its faces respectively outer and inner, and at least two frames (4) superimposed on said protective panels and delimiting an interior volume free (5) for the passage of technical elements, said frames being fixed to each other by fasteners passing right through said protective panels and said central soul.

PROCESS FOR PRODUCING A FIBROUS CORRUGATED PADDING WITH VARIABLE DENSITY, BONDED TO RESIN OR THERMOCOLLE, AND STRUCTURE THUS PRODUCED

Une structure de garnissage fibreux ondulé comprend au moins une nappe fibreuse repliée (40) pour former une multiplicité de plis (21) ayant des crêtes et des bases alternantes; chaque pli a deux côtés et chaque côté présente une première et une deuxième surfaces; la première surface d'un côté est en contact intime avec la première surface d'un côté adjacent du même pli et la deuxième surface de ce côté est en contact intime avec la deuxième surface d'un côté adjacent d'un pli adjacent. Certaines crêtes définissent une première surface structurale et certaines bases définissent une deuxième surface structurale, la distance entre les deux surfaces structurales définissant l'épaisseur de la structure. Les plis (21) de la structure (40) sont disposés en travers de l'épaisseur pour que la densité de la structure varie entre les première et deuxième surfaces structurales.

THERMAL INSULATION PANEL

Structre for a muli-layered plate with rubber

개시된 내용은 아크릴 100 중량부에 러버 분말이 15 내지 25 중량비를 혼합하여 형성되는 러버복층판과 일측에 상기 러버복층판이 끼워지는 제1개방부가 형성되고, 타측에 연결부재가 끼워지는 제2개방부가 형성되는 브라켓과 상기 브라켓의 타측에 끼워져 하나의 브라켓과 다른 브라켓을 연결하는 연결부재와 상기 제2개방부에는 상기 연결부재가 삽입 후 고정되는 하나 이상의 훅(hook)이 형성되고, 상기 연결부재는 돌기부와 중앙부를 포함하며, 상기 중앙부의 양측에 상기 돌기부가 대칭적으로 형성되며, 상기 돌기부는 상기 제2개방부에 삽입되어 상기 훅을 통해 고정되고, 상기 돌기부는 일면중앙을 기준으로 대칭적으로 형성되어 양단이 상기 훅에 고정되는 것을 특징으로 하는 러버복층판 구조체에 관한 것이다. Disclosed is a rubber multilayer plate formed by mixing 15 to 25 weight ratio of rubber powder to 100 parts by weight of acrylic, and a first opening part to which the rubber multilayer plate is fitted on one side, and a second opening part to which the connecting member is inserted on the other side. One or more hooks are formed in the formed bracket and the other side of the bracket to connect one bracket and the other bracket, and at least one hook to which the connecting member is inserted and fixed in the second opening, the connecting member It includes a protrusion and a central part, and the protrusions are symmetrically formed on both sides of the central part, the protrusion is inserted into the second opening and fixed through the hook, and the protrusion is symmetrically formed with respect to the center of one surface. It relates to a rubber multi-layered structure, characterized in that formed and fixed to the hook at both ends.

Patent FR2358979B1

Construction panels and construction systems, and methods

Tough, water-proof building systems, and methods of making system elements, and constructing buildings, without structural use of concrete except in floor slabs. Such building systems and methods provide wall, ceiling, and floor structural panels and corresponding walls, ceilings, and floors, and appurtenances, as well as accessories which make such structures versatile. The system elements can have vertical and horizontal strengths sufficient to be used in place of concrete, as engineered solutions, both above grade and below grade, including in severe weather. Structural building panels have inner and outer layers, and structurally reinforcing members, optionally including structural studs, extending the full heights of the panels, at spaced locations along the panel lengths. Spaces between reinforcing members are optionally filled with thermally-insulating foam. Optional reinforcing studs are attached to, or overlaid by, the inner layer, and extend inwardly into the building from the nominal inner surface of the building/wall panel.

THERMAL THERMAL INSULATION DEVICE HAVING HIGH PERFORMANCE

Improvements to construction panels

Rigid structure intended for producing three-dimensional elements or panels

The invention relates to a lightweight rigid structure intended for producing three-dimensional elements, panels. The rigid structure according to the invention is particularly noteworthy in that it is made up of a cellular metal element 1 which comprises at least one cellular metal sheet of very small thickness and whose face is covered by a metal closure sheet 2 of small thickness, the assembly of the said cellular metal element 1 and of the closure sheet 2 being produced on the outer face of the bottom of at least one part of the cells. The invention applies particularly to the production of bodywork elements or components intended for the motor industry.