ЛИНИЯ ПО ПРОИЗВОДСТВУ СБОРНЫХ НЕСУЩИХ КОНСТРУКЦИЙ

Изобретение относится к строительству, а именно к линиям производства сборных несущих конструкций. Технический результат заключается в достижении повышения производительности технологической линии, упрощении изготовления сборных конструкций, повышении прочностных и технологических характеристик здания при упрощении его возведения. Производственная линия для изготовления несущих конструкций состоит из взаимосвязанных между собой зон, как: зона заготовительного цеха, где осуществляется распил сырья для получения брусков требуемых размеров и их торцевание, а также последующая сортировка и профилирование; зона линии сращивания, где обеспечивается возможность изготовления вспомогательных частей сборной конструкции (далее по тексту - домокомплект) из обрезков сырья, поступаемых с заготовительной зоны; зона столярного цеха, на которую поступают заготовки из зон заготовки и линии сращивания; зона цеха подготовки к склеиванию, где осуществляется фрезирование брусков; зона цеха обработки ЦСП, обеспечивающая ...

УСОВЕРШЕНСТВОВАННАЯ КОНСТРУКЦИОННАЯ БАЛКА, СТРОИТЕЛЬНАЯ СИСТЕМА, ИСПОЛЬЗУЮЩАЯ УКАЗАННУЮ УСОВЕРШЕНСТВОВАННУЮ БАЛКУ, И СПОСОБ КОНСТРУИРОВАНИЯ

Настоящее изобретение относится к области строительства, в частности к балке, к строительной системе, использующей указанную балку, и способу ее конструирования. Технический результат изобретения заключается в возможности совмещения деревянной балки с железобетонными каркасными конструкциями. Балка содержит первый и второй концы и включает один или несколько крепежных элементов по меньшей мере на одном из указанных концов, установленных в продольном направлении в указанную конструкционную балку. 3 н. и 11 з.п. ф-лы, 13 ил.

ЗДАНИЕ

... 1. Здание (1) с внешними стенами и промежуточными стенами, а также расположенными внутри здания (1) помещениями (3, 5), отличающееся тем, что на одной стороне здания (1) расположены несколько помещений (5), на другой стороне здания (1) предусмотрено одно проходящее в направлении продольной протяженности здания (1) помещение (3), и потолочные ригели (4) в области помещения (3) расположены перпендикулярно потолочным ригелям (8) в области помещений (5). ! 2. Здание по п.1, отличающееся тем, что оно имеет, по существу, прямоугольную горизонтальную проекцию, причем потолочные ригели (8) в области помещений (5) ориентированы параллельно продольной протяженности здания (1), а потолочные ригели (4) в области сквозного помещения (3) ориентированы поперечно продольной протяженности здания (1). ! 3. Здание по п.1 или 2, отличающееся тем, что потолочные ригели (4) расположены перпендикулярно потолочным ригелям (8). ! 4. Здание по п.1 или 2, отличающееся тем, что помещения (5) ограничены относительно ...

HALTEKLAMMER FÜR EINEN STAPEL

Mounting device for connecting e.g. wooden beams, has empty conduits that run out from base plate, where conduits exhibit spatial progression, such that screws take up screw path, which penetrates from one wooden unit to another wooden unit

The device (30) has a laminar base plate (32) that is temporarily connected with one of wooden units (29l, 29r) e.g. wooden beams. Empty conduits (14l, 16l, 18r, 20r) run out from the base plate and exhibit a spatial progression, such that screws (22hl, 22vl, 22hr, 22vr), which enter an empty conduit end facing the base plate, take up a screw path. The screw path penetrates from one of the wooden units to the other wooden unit. The spatial progression in a Cartesian coordinate system corresponds to a progression of space diagonals. Independent claims are also included for the following: (1) an inserting unit for producing a screw channel in a laminar concrete unit (2) a wooden/concrete-connection unit with an inserting part (3) a wooden/concrete-connection structure such as wall-and/or-cover part exhibiting two wooden/concrete-connection units.

Bauelement zum Aufbau von Gebäudedecken

Trägerelement für Decken, Zwischendecken, Ständergewerke

Trägerelement für Decken, Zwischendecken, Ständergewerke, bestehend aus einer Vielzahl von nebeneinander angeordneten Einzelelementen in Form von Brettern aus Holzwerkstoffen, Massivholzbrettern und/oder Füllwerkstoffen, dadurch gekennzeichnet, dass das Trägerelement (1) aus einer Vielzahl von blockartig verklebten Einzellamellen (2) gebildet ist und diese ihrerseits um 90 Grad zu ihrer ursprünglichen Verklebungsrichtung mit weiteren blockartig verklebten Einzellamellen (2) zu einem einheitlichen Trägerelement (1) ausgebildet und breitseitig verklebt sind, wobei die Klebstofffugendicke maximal 0,4 mm beträgt.

Gebäudedecke, insbesondere für Holzhäuser, und Deckenelement dafür

Eine Gebäudedecke bzw. ein Deckenelement hierfür umfasst – horizontale, auf ein Wandauflager des Gebäudes aufsetzbare Tragsparren (3) aus Holz, – mindestens eine auf den Tragsparren (3) aufgelegte Deckenplatte (5) aus einer Tragschicht (6) eines gefügedichten, oberflächenglatten Betonmaterials, sowie – zwischen jedem Tragsparren (3) und der mindestens einen Deckenplatte (5) angeordnete Dämmstreifen (4) aus einem Kautschukmaterial zur Schallentkopplung der darauf aufgelegten Deckenplatte (5).

Balkenverstärkungsverbund

Die Erfindung betrifft einen Balkenverstärkungsverbund, aufweisend einen Balken (1), eine Vergussmasse (2) sowie eine Plattenebene (3), wobei eine Oberseite des Balkens (1) eine Oberseitenabweichung von einer Planebene aufweisen kann, wobei die Vergussmasse (2) aus einem Polymerverguss besteht und wobei die Vergussmasse (2) auf der Oberseite des Balkens (1) aufgebracht und ausgehärtet ist, wobei die Vergussmasse (2) eine stoffschlüssige, zug- und schubfeste Verbindung zu der Oberseite des Balkens (1) bereitstellt, wobei die Vergussmasse (2) eine planebene Vergussmassenoberseite bereitstellt und wobei die Oberseitenabweichung des Balkens (1) mittels der Vergussmasse (2) ausgleichbar ist, wobei die Plattenebene (3) aus mindestens einem Plattenelement (4) gebildet wird und wobei die Plattenebene (3) mit einer Plattenebenenunterseite auf der Vergussmassenoberseite aufgelegt und mit dieser stoffschlüssig, zug- und schubfest verbunden ist.

Betondecke

System und Verfahren zum Errichten von Gebäudewänden, -decken und/oder -dächern

Die vorliegende Erfindung betrifft ein System zum Errichten von Gebäudewänden (22), -decken (23) und/oder -dächern, umfassend eine Vielzahl identischer Bauelemente (1, 2), die jeweils zumindest zwei längliche, im Wesentlichen rechteckig ausgebildete, eine einheitliche Breite (B) aufweisende Platten (6, 7), deren äußere Plattenhauptflächen (8) sich parallel zueinander erstrecken und Außenflächen des Bauelements (1, 2) bilden, und Abstandsstege (9) aufweisen, welche die Platten (6, 7) miteinander verbinden, wobei zur lösbaren formschlüssigen Befestigung des Bauelements (1, 2) an benachbart angeordneten Bauelementen (1, 2) jede Plattenlängskante (10) mit einer eine Abstufung (11) bildenden, sich über die gesamte Länge der Plattenlängskante (10) erstreckenden Aussparung (12) versehen ist, wobei die Aussparungen (12) komplementär zueinander ausgebildet sind, in Plattenlängsrichtung einen konstanten Querschnitt haben und eine Aussparungstiefe (t) aufweisen, die ausgehend von der Plattenlängskante ...

Decke für ein Bauwerk

Eine Decke (1) für ein Bauwerk ist zumindest randseitig gelagert und als Verbunddecke im wesentlichen mit einer Zug-Teildecke (3) in der Zugzone und mit einer aus druckstabilem Material bestehenden Druck-Teildecke (4) in der Druckzone ausgebildet. Die Teildecken sind über Schubverbinder (6) miteinander verbunden. Die Schubverbindungen zwischen der Druck-Teildecke (4) und der Zug-Teildecke (3) sind in den Randbereichen der Decke vorgesehen.

Sound insulation system

CONSTRUCTION OF PREFABRICATED BUILDINGS

... 1357105 Method of constructing buildings G A BEARD 7 July 1971 [8 July 1970] 33082/ 70 Headings E1A and E1S In a method of constructing a building from prefabricated wall panels consisting of aligning opposite walls by way of joists bridging same, each joist consists of two sections 10, 12 and each section has grooves 18, 20 to accommodate angle brackets for attachment to upper and lower wall panels r respectively and apertures 14, 16. When the joist sections are secured to the wall panels and interconnected together by mild steel bars passed through the apertures 16 to form a ring beam, the overlapping inner ends of each joist are tensioned by introducing bars into the apertures 14 and drawing the sections together by a chain wrench whereupon the joint sections are nailed or bolted together. The apertures 16 may be dispensed with whereupon the angle brackets are replaced by angle iron ring beams. For minor details of ring beams, and method of erection, use of tie-rods and connections between ...

U-section structural member with timber facing

The structural member comprises a base wall 1, side walls 2, 3 upstanding perpendicularly from opposite edges of the base wall 1, and flanges 4, 5 which extend inwardly from the upper edges of the side walls. The member is formed from a number of planed timber battens 6, 8 which are glued together. The two side walls are provided with outwardly projecting tongues 11 and complementary grooves 12 which key adjacent members together. In such an arrangement the base walls 1 are co-planar forming a decorative timber panel; the members may be laid side-by-side for flooring or roofing. ...

A device for locating pipes and cables in a joist

Partly prefabricated intermediate floor for timber frame building

A floor for a timber frame building has main frame beams 1, visible joists and strutting 2 to give a heritage appearance, a prefabricated ceiling / structural layer 3, e.g. of plasterboard overlaid with OSB, chipboard, plywood or timber, a layer 4 with timber battens and open cell foam with acoustic properties, which may incorporate services, and a surface layer 5, e.g. of plywood.

Sealing end of joist

A sealing apparatus 14 for mounting an end of a joist within a wall 12, including a sleeve 16 for receiving the end of the joist and configured for location in an aperture through the wall, and means such as flange 30 for creating a seal against the wall to prevent passage of air through the aperture adjacent the joist, e.g. if the joist were to shrink with age. In other embodiments, a two part telescopic device for differing wall thicknesses has a flange at each end, optionally with one flange in the form of discrete tabs (Figs 4 and 10, not shown), a device has a break -out portion to receive a joist strap (Fig 8, not shown), and other variants lack the sleeve, either fitting around the joist (Fig 5, not shown) or abutting its end (Figs 14, 16 and 18, not shown).

Sealing apparatus

Leak collector for floor or roof space

A leak collector, suitable for use between the joists in a floor or roof space, comprises a container having a channel cross-section and two end caps, wherein at least one end cap is provided with an outlet pipe. The container may suitably be provided with means for securing it to an adjacent joist or joists.

A timber floor panel

End cap for I - joist

An end cap 1000 for an I-joist with two flanges 1050, 1060 and a web 1120, to limit gas leakage where the joist enters a wall, comprises two protrusions 1010 extending from end wall 1080 and each being adapted to engage an inner surface of a flange of the I-joist. There may also be protrusions 1020 to engage the outer surface of the flanges. Another variant comprises a U-section clip (Fig 16, not shown) which clips around the end and sides of the joist, and another (Figs 20 - 22, not shown) comprises two separate flanged blocks which fit between the flanges of the I-joist such that their own flanges overlie the wall surface.

A joist end-cap

Joist hanger

A timber floor panel

Top hung solid timber joist

Acoustically-insulating floor

A separating floor comprises a first, lowest, layer (1) of material, a second, middle, layer (2) of material and a third, highest, layer (3) of material. The first and second layers are vertically spaced apart to provide a lower cavity and said second and third layers are vertically spaced apart to provide a higher cavity. The second, middle, layer (4) of material is provided with a number of apertures which connect the lower and higher cavities. The construction provides improved sound insulation. Suitable materials for layer (2) include orientated strand board, fibre board, chip board, plaster board, plywood and timber. The area of the apertures is preferably about 0.7% of the area of the board. Layer (3) may comprise chipboard (10) above plants plasterboard (11), for fire-proofing purposes.

Perimeter noggin for support spanning between joists

The first noggin/nogging 110 claimed includes three flanges 111, 112, 113, which are joined together but exist in three separate planes and extend along a longitudinal direction, wherein one of the flanges 112 extends further in said longitudinal direction to form tabs 114 for attaching to joists. The second claimed noggin 10 comprises three flanges 11, 12, 13, wherein two of the flanges 11, 13 are not parallel such that they tend towards each other and in use the two flanges exert a gripping action on a substrate received between them. A third claimed noggin (310, Figure 11) is made from two members (320, 330, Figure 11) adapted to telescopically slide relative to each other in order to vary the effective length of the noggin. A fourth claimed noggin (410, Figure 14) comprises two members (420, 430, Figure 14) which are arranged to articulate relative to each other, preferably by rotatably fixing one member to the other, to allow modification of the longitudinal length of the noggin. The ...

Joist end seal without top wall

A joist seal (40) is fitted to an end of a joist (28) that is built into a blockwork wall (22). The joist seal has: a rear wall portion (14) covering an end face of the joist and having a lower edge resting on the blockwork (20) of the wall below the joist; a pair of side wall portions (16) projecting from the rear wall portion and extending along the sides of the end of the joist, each side wall portion having a lower edge, level with the lower edge of the rear wall portion, resting on the blockwork (20) of the wall below the joist; and an arrangement (24) sealing the side wall portions to the blockwork wall to either side of the joist. The joist seal is devoid of any substantial top wall portion projecting from the rear wall portion and extending over the top of the end of the joist. Mortar of the blockwork wall can therefore directly contact the top face of the joist over substantially the whole extent (L) of the end of the joist within the thickness (B) of the blockwork wall. The side ...

Restraining strap

A retraining strap1for tying a joist or beam to a wall comprises an elongate member2and a down stand member4. The elongate member2has a plurality of fixing apertures5for securing it to a joist or beam. The down stand member4extends perpendicular to the elongate member2. At adjoining ends of the elongate member2and the down stand member4a channel shaped bend3is formed. The elongate member2and the down stand member4may be planar. The strap1may be formed from a single piece of metal sheet which may be less than 3mm thick. The down stand member4may have a plurality of fixing apertures. The sides of the channel3may be tapered.

Improvements in or relating to a solid timber structural floor

No title

Restraining strap

Insulating structure

Roof rafter comprising two timber chords joined by metal struts

The roof rafter 41 comprises two elongate timber chords 9,10 joined by two metal struts 1a,1b that form a cross. The struts may be made of stamped and/or folded steel and include punched protrusions that engage the chords or include holes to accommodate nails, screws or rivets for fastening. One or more bearings may be provided to support the rafter's weight. One chord may be longer than another so that an overhang for a roof constructed with the rafter is provided. A roof panel or a roof incorporating a plurality of the rafters may be constructed having insulation fitted between the rafters and the chords.

Pipe shield apparatus

A pipe shield (10) for shielding a channel 26 in a wooden joist (28) has a u-shaped insert (12) and a metal cover pate (20) which is removably fixable to the insert (12). The cover plate (20) projects beyond the channel on one or both sides and can be screwed or nailed to the joist. The pipe shield (10) protects any pipes or cables within it from screws or nails inserted into a floorboard above the cover plate.

I beam or timber joist, end support or collar or sleeve or shoe or clip or bracket

Joist caps

Improvements in floors and walls

... 300,056. Nocker, K. Feb. 13, 1928. Joist floors; girder floors; walls.-Floors and walls are formed by placing together wooden or concrete beams inclined against each other and with the edges bevelled at right angles to provide flat abutments and receive the flooring and ceiling. Fig. 1 wooden beams and Fig. 2 concrete beams. Triangular strutting blocks b may be placed at intervals between the beams and at the ends. Pairs of beams may be connected together in this manner before erection. Battens may be placed in the upper joints, and triangular fillets in the valleys. The concrete beams are provided with integral struts b<1> and rectangular end seats. In the modification shown in Figs. 6 and 7, metal bands k, k<1> are passed alternately over and under the beams, blocks h are fixed in the valleys, and metal bands i are fixed on the abutting faces.

FIRE PROTECTION FOR FLOORS & CEILINGS

PROTECTIVE COVERING

Method and device for joining timber I-beams

a composite floor and ceiling assembly

Batten and floor assembly

Flashing.

ZIEGELDECKE

PROCEDURE FOR THE INCREASE OF THE LOAD-CARRYING CAPACITY, RIGIDITY AND OSCILLATION DAMPING OF A TIMBER BEAM FLOOR ARRANGEMENT AND TIMBER BEAM FLOOR ARRANGEMENT WITH INCREASED LOAD-CARRYING CAPACITY, RIGIDITY AND OSCILLATION DAMPING

Wood/concrete composite component

Die Erfindung betrifft ein Holz-/Beton-Verbundbauteil (1), insbesondere für große Spannweiten von über 8 Metern. Für das erfindungsgemäße Holz-/Beton- Verbundbauteil (1) ist kennzeichnend, dass das Verbundbauteil (1) einen Untergurt (2) aus Holz aufweist, auf dem in Längsrichtung des Untergurts (2) Holzstege (3, 4) vorstehen, die derart voneinander beabstandet sind, dass der Untergurt (2) und die voneinander beabstandeten Holzstege (3, 4) ein U-förmiges Querschnittsprofil aufweisen, dass in dem durch das U-förmige Querschnittsprofil gebildeten Innenraum ein in Längsrichtung des Untergurts (2) orientierter Betonsteg (5) angeordnet ist, und dass auf den Holzstegen (3, 4) des Verbundbauteiles (1) ein Obergurt (2) aus Holz aufliegt. Soll die hohe Belastbarkeit des erfindungsgemäßen Holz-/Beton-Verbundbauteiles (1) noch zusätzlich erhöht werden, kann zumindest eine Unterspannung (6, 7) vorgesehen sein, die beidseits mit ihren Endbereichen an einem Obergurt (8) aus Holz und in dem zwischen den ...

Verfahren zur Herstellung eines Verbundelementes sowie Verbundelement

Die Erfindung betrifft ein Verfahren zur Herstellung eines Verbundelementes (1). Um ein Verbundelement (1) mit hoher Tragfähigkeit effizient herzustellen, ist erfindungsgemäß vorgesehen, dass ein erstes Element (2) mit einer Ausnehmung (5) bereitgestellt wird, wonach in der Ausnehmung (5) eine teilweise aus der Ausnehmung (5) ragende Bewehrung positioniert wird, wonach die Ausnehmung (5) mit aushärtbarem Material, insbesondere Beton (4), befüllt wird, wonach das aushärtbare Material in der Ausnehmung (5) unter Bildung eines zweiten Elementes (3) aushärtet, sodass die Bewehrung über das ausgehärtete Material formschlüssig mit dem ersten Element (2) verbunden ist. Weiter betrifft die Erfindung ein Verbundelement (1), aufweisend ein erstes Element (2) mit einer Ausnehmung (5) und zumindest ein mit dem ersten Element (2) verbundenes zweites Element (3), welches ein ausgehärtetes Material und eine Bewehrung aufweist.

VERFAHREN ZUR UNTERSTELLUNGSFREIEN WIEDERHERSTELLUNG DER TRAGFÄHIGKEIT VON ALTGESCHOSSDECKEN BEI GLEICHZEITIGER VERBESSERUNG DER WÄRMEDÄMMUNG

COVER

HOLZBAUTAFEL FÜR DECKEN

KUPPLUNG FÜR TIEFKALT VERFLÜSSIGTE GASE

The invention relates to a coupling for cryogenic liquefied gases, comprising two detachable connectable complementary coupling halves (1, 2), each of which has a valve blocking or opening the through-flow of the gas, wherein the valves each have a valve closure member (15, 27) mounted such as to be slidable in the axial direction, which closure member can be pressed against a valve seat (22, 36), wherein the valve closure members (15, 27) interact with each other along a parting plane (43) of the coupling in the axial direction in the connected state of the coupling halves (1, 2). According to the invention, the surfaces (39, 40) interacting with each other in the parting plane (43) define a sealed cavity (41).

DECKE

DECKENELEMENT ZUR AUSBILDUNG VON GEBÄUDEDECKEN

A floor element for forming building floors, which is designed in the form of a wood/reinforced concrete composite part, comprises at least two wood beams (1-4) extending parallel to each other in a longitudinal direction of the floor element and a reinforced concrete body (5), which has a plate-shaped section (6) resting on the wood beams (1-4). Furthermore, the reinforced concrete body (5) has first and second sections designed in the form of edge beams (7, 8), which extend at an angle to the wood beams (1-4) and lie against the opposite end faces (9, 10) of the wood beams (1-4).

Ebenes flächiges Holzverbundelement

Die Erfindung betrifft ein durch Biegebelastung zu beanspruchendes, ebenes flächiges Holzverbundelement, welches aus drei miteinander verleimten Lagen von miteinander verleimten Brettern (1, 2, 3) besteht, wobei die Bretter (1, 3) der beiden äußeren Lagen normal zur Achse der zu erwartenden Biegebeanspruchung ausgerichtet sind und die Bretter (2) der Zwischenlage parallel zu dieser Achse. Jene Außenlage, welche an der Druckseite der zu erwartenden Biegebeanspruchung liegt, ist dicker als jene Außenlage, welche zugseitig liegt. Die Jahresringe (1.1) der Bretter (1) der druckseitigen Außenlage liegen zur Ebene der zu erwartenden Biegebeanspruchung in einem spitzeren Winkel als 45°.

Ebenes flächiges Holzverbundelement

Die Erfindung betrifft ein durch Biegebe.last.ung zu beanspruchendes, ebenes flächiges Holzverbundelement, welches aus drei miteinander verleimten Lagen von miteinander verleimten Brettern (1, 2, 3) besteht, wobei die Bretter (1, 3) der beiden äußeren Lagen normal zur Achse der zu erwartenden Biegebeanspruchung ausgerichtet sind und die Bretter (2) der Zwischenlage parallel zu dieser Achse. Jene Außenlage, welche an der Druckseite der zu erwartenden Biegebeanspruchung liegt, ist dicker als jene Außenlage, welche zugseitig liegt. Die Jahresringe (1.1) der Bretter (1) der druckseitigen Außenlage liegen zur Ebene der zu erwartenden Biegebeanspruchung in einem spitzeren Winkel als 45°.

TRÄGERELEMENT, STEGTRÄGERANORDNUNG UND VERFAHREN ZU DEREN HERSTELLUNG

Support element (2) comprises a pressure belt (8), a bar (4) and a traction belt (6) forming an I- or double-T profile. The traction belt is made from a concrete material and the bar is made from a wooden material. Independent claims are also included for the following: (1) Bar support arrangement; and (2) Production of a support element. Preferred Features: The bar has a rectangular cross-section and is connected on its narrow side to the pressure belt and to the traction belt. The bar has a coupling region on its narrow side which protrudes into the pressure belt.

HOLZ-BETON-VERBUNDELEMENT

Pulling-pressing composite element (1) comprises a pulling support element (2) and a pressing support element (4) joined together by a connecting device (6). The connecting device complements corresponding protrusions (8, 10) on the pressing support element and on the pulling support element and is molded in a coupling region (12). Independent claims are also included for the following: (1) Covering element for a building structure with the above pulling-pressing composite element; and (2) Method for the production of the pulling-pressing composite element. Preferred Features: The pulling support element is formed as a wood support element and the pressing support element is formed as a concrete support element. The connecting device is a hardened cast mortar.

ZUG-DRUCK-VERBUNDELEMENT

FLAT MONTAGEUND ANORDUNGSELEMENT FROM ONE OR MORE ELEMENTS

COVER

DECKEN- UND/ODER DACH- UND/ODER WANDELEMENT MIT EINEM AKUSTIKELEMENT

Die Erfindung betrifft eine Decken- und/oder Dach- und/oder Wandkonstruktion (2), mit mehreren unmittelbar nebeneinander angeordneten massiven Decken- und/oder Dach- und/oder Wandelementen (3), wie z.B. aus Brettstapeln, Brettschichtholz, Brettsperrholz oder lagenweise verleimte Plattenelemente, vorwiegend aus einem Holz oder Holzwerkstoff und mit mindestens einem Akustikelement (4) zur Schallabsorption eines Hallraumes, dadurch gekennzeichnet, dass das Akustikelement (4) zwischen den nebeneinander angeordneten massiven Decken- und/oder Dach- und/oder Wandelementen (3) integriert angeordnet und mit diesen verbunden ist.

BODENBELAG

Vorrichtung zum Befestigen von Profilen an einer Unterkonstruktion

Es wird eine Vorrichtung zum Befestigen von Profilen (1), insbesondere Brettern, Dielen oder Platten, an einer Unterkonstruktion (2), mit einem in der Trennfuge (3) benachbarter Profile (1) anordbar und an der Unterkonstruktion (2) befestigbaren Befestigungsbeschlägen (4) vorgeschlagen, wobei der Befestigungsbeschlag (4) eine Aufnahme (5) für ein Befestigungsmittel (6) bildet und mit vom Befestigungsbeschlag (4) in entgegengesetzten Richtungen abstehenden, in einander zugewandte Seiten (7) benachbarter Profile (1) eintreibbaren, Haltestiften (8, 9) ausgestattet ist. Um vorteilhafte Montageverhältnisse zu schaffen, wird vorgeschlagen, dass einer der beiden Haltestifte (9) mit wenigstens einer widerhakenförmigen Ausziehsicherung (10) ausgestattet und dass der andere Haltestift (8) zwecks Ermöglichung freier Quell- und Schwindbewegungen der Profile (1) Ausziehsicherungsfrei ist.

PREFABRICATED CEILING COMPONENT ßMARVEL ITHICß

SELF-SUPPORTING BAULELEMENT FROM WOOD

HORIZONTAL STRUCTURE FOR GEBAÜDE

Noise attenuator

FLOOR AND CEILING SYSTEM

Joist protector

Flooring structure

PREFABRICATED WOODEN HOUSE

BUILDING CONSTRUCTION BUILDING CONSTRUCTION

BUILDING CONSTRUCTION BUILDING CONSTRUCTION

MOBILE BUILDING FLOOR JOIST ASSEMBLY

Disclosed is a composite wood and steel joist assembly in which steel channel members form a U-shaped configuration with inwardly extending portions formed at the free ends of the legs. The steel channel members forming this configuration have their open sides facing outwardly. Wooden members of rectangular cross-sectional configuration are inserted and secured within the bight of the channel members so that wood surfaces, accepting wood fasteners such as nails or staples, are presented outwardly around the complete perimeter of the joist assembly.

METHOD AND APPARATUS FOR STRAIGHTENING JOISTS

WOOD-CONCRETE-COMPOSITE SYSTEMS

A wood concrete composite system (100,200) has a wood construction component (110, 111, 112, 210, 211), at least single intermediate layer (140, 141, 142, 143, 230, 231, 232) and a concrete construction unit (150, 151, 152, 240, 241). The concrete construction unit (150, 151, 152, 240, 241) faces at least with one side towards the wood construction component (110, 111, 112, 210, 211). The at least single intermediate layer (140, 141, 142, 143, 230, 231, 232) creates at least a partial uncoupling between the wood and concrete.

PROCESS FOR THE PRODUCTION OF A WOOD PART CONNECTION AND DEVICE TO CARRY OUT THE PROCESS

The invention relates to a simple and safe method for manufacturing a wood part joint, in particular a cross-laminated timber element for a house wall, from a plurality of individual layers which are laid as longitudinal layers (L) and transverse layers (Q) at an angle to one another and subsequently joined, preferably glued and pressed, at their mutually facing main surfaces. According to the invention, at least the boards of the longitudinal layer (L) are pre-fixed in their transverse direction using an elongate strand element (2) at least in the end region, in particular using piping pressed into a groove. The invention also relates to a corresponding device for carrying out the method, wherein a feed for the elongate strand element (2) is provided which can independently also be used for a wood part joint in which abutting, shorter pieces of wood are pre-fixed in the longitudinal direction to a board.

DECK SYSTEM

A deck system including cooperating plastic planks (110), fastener covers (112) and end caps. Each of the plastic planks has at least one channel in the upper surfaces which extends the length of the plank. Each channel includes at least one pair of opposed ledges. Each fastener cover is configured for insertion into one of the portion and a pair of legs downwardly depending from the upper face portion and extending substantially the entire length thereof. The fastener cover includes a pair of upper laterally projecting flanges and a pair of lower laterally projecting flanges. When a fastener cover is inserted into a channel, the pairs of upper and lower flanges receive the at least one pair of ledges with a gap sufficient to accommodate displacement of the fastener cover arising from ice expansion in the channel. Such a gap minimizes the likelihood of damage of the fastener cover and/or its expulsion from the channel as a consequence of ice expansion in the channel.

CROSS BRACED JOIST HANGER

An apparatus for supporting adjacent parallel spaced apart joists from a perpendicular beam. Each of the joists extends between first and second ends and has top and bottom edges. The apparatus comprises an elongate member sized to extend between a first end proximate to a top edge of a first joist and a second end proximate to a bottom edge of an adjacent joist. The apparatus further comprises a joist support platform extending from the second end of the elongate member adapted to receive a bottom edge of a first joist thereon, at least one bottom beam engaging panel extending from the joist support platform and a joist cap extending from the first end of the elongate member adapted to overly a top edge of a second joist adjacent to the first joist.

COMPOSITE LOGS, METHOD OF ASSEMBLING A COMPOSITE LOG, A WALL OR A ROOF

The composite log generally has: a first set of parallel walls perpendicular and interconnected to a second set of parallel walls, the interconnected walls rigidly extending along a length of the composite log and enclosing an elongated cavity housing a core having a thermal insulation material; two opposite mating outer surfaces along the length of the interconnected walls for stacking identical ones of the composite log along a stacking orientation perpendicular to the length; and two structural caps each connected at a respective end of the interconnected walls and being configured to maintain perpendicularity between the first set of parallel walls and the second set of parallel walls.

METHOD AND APPARATUS FOR AN IMPROVED AIR BARRIER SYSTEM

Disclosed herein are methods and apparatuses for an improved air barrier system for use in residential or commercial buildings. An individual practicing the method, or an apparatus configured to practice the concepts disclosed herein, would insert an insulated envelope between joists located in a joist bay of a building, where the insulated envelope has a flap and the insulated envelope envelopes insulation. The user places the flap over insulation previously distributed on a floor of the joist bay, and applies an air impermeable coating over at least a portion of the flap of the insulation. By inserting the insulated envelope and applying an air impermeable coating over a flap and pre-existing insulation, the ability for attic vents to wind-wash conditioned air out of fiberous insulation is diminished.

DECK BOARD WITH COMPOSITE BASE AND PVC COVER

A deck plank comprises a main plank member and a top cap which removably secures to the main plank member. The main plank member has a construction of composite materials including a binder used to hold the composite materials in the shape of the main plank member. The top cap has an extruded plastic construction formed with downwardly directed sidewalls to wrap around and releaseably interlock with the main plank member.

STRUCTURAL REINFORCEMENT

An apparatus for reinforcing adjacent parallel spaced apart wooden structural members. Each of the structural members extends between first and second edges. The apparatus comprises a rigid member having first and second ends and being sized to extend between adjacent first and second structural members. The apparatus further comprises a first socket connected to the first end of the rigid member sized to receive a first edge of the first structural member therein and a second socket connected to the second end of the rigid member. The second socket is sized to receive a first edge of the second structural member corresponding to the first edge of the first structural member therein.

MODULAR FLOORING SYSTEM

A flooring system for installation over a surface that provides flooring using artificial wood panels over a plastic base formed from recycled plastics for even durable support over cement or dirt surfaces. The flooring system comprises a plurality of interlocking bases and a plurality of removable clips, wherein each clip has a pair of grippers for engaging at least one board of a plurality of boards, the base and clips supporting the boards apart from the surface and the plurality of boards connected between the grippers are capable of supporting a load of at least 300 pounds ...

DECKING SYSTEM

An improved decking system is provided for an exterior deck extending from one side of a building. The exterior deck has a header around its periphery, a railing on the header and a plurality of joists spaced apart in parallel relationships between the header. The improvement consists of a plurality of plastic flooring members extending in slightly spaced apart parallel relationships transversely across the joists.

UNDER DECK FASTENING SYSTEM

A deck fastening system is provided by an underdeck elongated fastening clip. Such clip is in the form of an elongated metallic sheet of a predetermined width. The clip has a profile defined by a fastening flange, and a depending facia projecting at right angles to the fastening flange from the leading edge thereof, which terminates in an intersecting valley. An angularly upwardly-extending track projects from the intersecting valley at the lower end of the depending facia. A washer flange extends outwardly from the leading edge of the angularly-upwardly-extending track.

STRUCTURAL ELEMENTS

A structural beam (10,20) comprising a plurality of transversely extending discrete timber pieces (12) arranged in alignment, each timber piece (12) having opposed parallel faces which abut with equivalent faces of adjacent pieces, aligned apertures are formed in the pieces and a longitudinally extending prestressing cable (14) passes through the aligned apertures under tension so as to press the aligned pieces together.

WOOD ROT PROTECTOR

A wood rot protector for use portions of lumber liable to accumulate moistrue, and having a protector for attachment over the upper edge of a portion of lumber, the protector having a web overlying the upper edge of the lumber, and in some cases having side walls, an upper surface of the web having a central planar median strip. In one embodiment the protector is in the form of a planar strip having angled side edges extending outwardly from the edges of the lumber to a width greater than the width of the lumber to carry moisture away from the lumber and allow it to drip downwardly. In another embodiment the protector may have side walls extending down partially over each side of the piece of lumber. Grooves may be formed on the upper surface of the median to prevent migration of moisture along the upper surface.

Holzdecke und Verfahren zur Herstellung derselben.

Verfahren zur Herstellung einer Eisenbetondecke.

Hölzerner I-Balken.

Eisengerippe für Betondecken.

Decken- und Wandkonstruktion.

Decken- und Wandkonstruktion.

Decke mit zwischen Balken verlegten Leichtbetondielen.

Holzbetonverbundkörper.

Schiebboden.

Armierte Formplatten-Konstruktion.

LOFT FLOORING SYSTEM

The present invention provides a loft flooring system that comprises: a plurality of bridging supports each adapted to bridge between an adjacent substantially parallel pair of joists of a loft floor and having a first upright leg with a foot to mount onto a first of the joists and a second upright leg with a foot to mount onto a second of the joists, and a spanning element therebetween onto which flooring boards/panels may be laid. The insulation can be laid between the joists to a required depth rising above the joists and the bridging support mounted in place accommodating the laid insulation thereunder so that the insulation remains substantially un-compacted and fully effective. 1. A loft flooring system that comprises: a plurality of bridging supports that bridge between a substantially parallel pair of joists of a loft floor and having a first upright leg with a foot mounted onto a first of the joists and having , in use , a second upright leg with a foot mounted onto a second of the joists , and a spanning element therebetween onto which flooring boards or panels are laid.2. A loft flooring system as claimed in claim 1 , wherein the foot of the first and/or second upright leg is formed with a right-angled bracket that fits to a top surface and a sidewall of the joist.3. A loft flooring system as claimed in claim 2 , wherein one of the first and second legs has a foot in the form of such a bracket while the other of the first and second legs has a foot in the form of a plate.4. A loft flooring system as claimed in claim 2 , wherein the bracket is provided with a channel profile to fit not only to a top surface and a sidewall of a said joist but to the opposing sidewall too as a saddle whereby the fit of the bracket to that joist limits or substantially prevents movement of the bridging support in the direction orthogonal to the joists.5. A loft flooring system as claimed in claim 2 , wherein the span of the bridging support is adapted to conform closely to ...

Loft flooring system

The present invention provides a loft flooring system that, inter alia, comprises: a plurality of bridging supports each adapted to bridge between a substantially parallel pair of joists of a loft floor and having a first upright leg with a foot to mount onto a first of the joists and having, in use, a second upright leg with a foot to mount onto a second of the joists, and a spanning element therebetween defining a flooring surface or onto which flooring boards or flooring panels are laid, wherein each leg is initially separate and the spanning element is an initially separate beam that is mounted to the legs to span between the joists. The system is comparatively straightforward and efficient to install and, where needed, uninstall and also is robust and stable. With special support arms on the legs or hung from the spanning element it can also greatly facilitate discrete management of pipe-work and cabling below the raised floor too.

FLOOR ELEMENT FOR FORMING BUILDING BLOCKS

A floor element for forming building floors, which is designed in the form of a wood/reinforced concrete composite part, includes at least two wood beams (-) extending parallel to each other in a longitudinal direction of the floor element and a reinforced concrete body (), which has a plate-shaped section () resting on the wood beams (-). Furthermore, the reinforced concrete body () has first and second sections designed in the form of edge beams (), which extend at an angle to the wood beams (-) and lie against the opposite end faces () of the wood beams (-). 1. A wood/reinforced concrete composite floor element for forming building floors , comprising at least two wood beams running parallel to one another in a longitudinal direction of the floor element and a reinforced concrete body , which has a plate-shaped portion resting on the wood beams , the reinforced concrete body further has first and second portions that form edge beams which run at an angle to the wood beams and bear against two opposed end faces of the wood beams.2. The floor element as claimed in claim 1 , wherein at least one connecting member is connected to each of the wood beams at each of the two opposed end faces of a respective one of the wood beams and protrudes beyond the respective end face of the respective one of the wood beams and is embedded in the concrete of the respective edge beam.3. The floor element as claimed in claim 2 , wherein each respective one of the connecting members has a rod-shaped part.4. The floor element as claimed in claim 3 , wherein each respective one of the connecting members has a threaded rod.5. The floor element as claimed in claim 1 , wherein each respective one of the connecting members is glued into a bore introduced into the respective end face of the respective wood beam.6. The floor element as claimed in claim 1 , wherein the end faces of each of the wood beams are each formed with a rabbet and a side face of the respective edge beam bearing against ...

Structural wood beam weather guard cap

A protective cap placed on top of a structural beam for the purpose of protecting the structural beam from water, chemicals, electrolyses or other elements which may degrade the structural integrity of the structural beam. The protective cap may be constructed of a self sealing or self healing material for the purpose of restricting liquids from seeping through screw holes or nail holes. The edges of the protective cap may be formed so as to shed a liquid away from the sides of the structural beam. The cap may also have properties for protecting it from the effects of the sun and ultraviolet rays The cap may form a protective spacer between the structural beam material and the decking material which is fastened to above the structural beam. 1. A structural wood beam cap apparatus for placing over the top surface of said structural wood beam for the purpose of protecting said wood beam from water damage wherein said cap apparatus comprises a length for covering a length of said wood beam , a width for covering a width of said wood beam and a thickness for giving structural strength to said cap apparatus and said width further comprises an edge wherein said edge extends beyond said width of said wood beam , and said edge further comprises a formed shape which will shed said water away from the sides of said structural wood beam; and said cap apparatus further comprises a compound and said compound further comprises a self healing property wherein said cap apparatus seals it's self against a nail or screw when said nail or screw penetrates said cap apparatus; whereby water located on the top of said cap apparatus will be restricted from following said nail or screw through said cap apparatus and into said wood beam.2. The apparatus as described in wherein said cap apparatus further comprising an adhesive compound for the purpose of attaching said cap apparatus to said structural wood beam.3. The apparatus as described in wherein said cap apparatus further comprising a ...

TONGUE-AND-GROOVE PANEL FOR IMPROVED INTERPANEL FIT

A building-construction panel includes a tongue on one edge and a groove on an opposite edge that receives the tongue of an adjacent panel. A shoulder on the tongue-side edge defines an abutted surface that is contacted by an abutting surface on the groove-side edge to limit panel travel during installation and maintain a gap between upper edge portions of the adjacent panels. A bottom transition is formed on the groove-side edge so that the groove-side abutting surface is smaller than the tongue-side shoulder abutted surface. In this way, the relatively smaller groove-side abutting surface structurally maintains the gap but also minimizes frictional interpanel contact area to minimize squeaking. And the relatively larger tongue-side shoulder abutted surface helps keep the shoulder from being collapsed into the groove from overdriving the panels together during installation. In typical embodiments, the panel is a high-performance structural wood subflooring panel. 2. The building-construction subflooring panel of claim 1 , wherein the tongue-side abutted surface is laterally offset from the tongue-side upper edge to form the gap.3. The building-construction subflooring panel of claim 1 , wherein the groove-side abutting surface height/thickness is selected with a balanced design that is sufficiently large to function as the shoulder by structurally maintaining the gap but sufficiently small to avoid squeaking from frictional interpanel contact claim 1 , and wherein the tongue-side abutted surface height/thickness is selected to be greater than the groove-side abutting surface height/thickness to ensure that the entire groove-side abutting surface is contacted by the tongue-side abutted surface and to resist collapsing into the groove during installation.4. The building-construction subflooring panel of claim 1 , wherein the tongue-side abutted surface extends higher and lower than the groove-side abutting surface.5. The building-construction subflooring panel of ...

PRE-STRESSED BEAMS OR PANELS

A method of manufacturing a pre-stressed beam or panel and the resulting beam or panel are described. The method includes providing a timber-based component (); providing a pre-stressing member () arranged along the timber-based component; applying a tensile force to the pre-stressing member (); providing concrete anchors () at locations that are spaced apart along the timber-based component (); coupling the pre-stressing member () to the concrete anchors (); and releasing the tensile force on the pre-stressing member () to transfer a compressive force to the timber-based component () through the concrete anchors () to form a pre-stressed beam or panel. 1. A method of manufacturing a pre-stressed , pre-tensioned beam or panel comprising:providing a timber-based component;providing a pre-stressing member arranged along the timber-based component;applying a tensile force to the pre-stressing member;pouring concrete at locations that are spaced apart along the timber-based component and the pre-stressing member, to embed respective portions of the pre-stressing member in the concrete;allowing the concrete to substantially cure, thereby bonding the pre-stressing member to the concrete to form discrete concrete anchors; andreleasing the tensile force on the pre-stressing member to transfer a compressive force to the timber-based component through the concrete anchors to form the pre-stressed beam or panel.2. The method according to claim 1 , wherein the concrete is poured at two spaced apart locations positioned at or adjacent ends of the timber-based component to form end anchors.3. The method according to claim 1 , wherein the concrete for the anchors is poured into hollows or boxed regions defined by the timber-based component.4. The method according to claim 1 , wherein shear or axial connectors protrude from the timber-based component into one or more of the anchor locations and become at least partly embedded in the respective concrete anchor when the concrete is ...

ASSEMBLED SLAB STEEL-WOOD COMPOSITE JOINT AND ASSEMBLY METHOD THEREOF

An assembled slab-type steel-wood composite joint, includes a steel-wood composite column, square wood beams, connecting assemblies for connecting the steel-wood composite column and the square wood beams, and wood slabs connected to and supported by the steel-wood composite column, the square wood beams and the connecting assemblies. The steel-wood composite column includes a hollow cross-shaped outer square wood column, and square blocks are integrally formed on the outer square wood column; and a steel sleeve is inlaid in the outer square wood column, an inner wood column is inlaid in the steel sleeve, column vertical steel bars penetrate through the inner wood column, horizontal steel bars penetrate through the square blocks and are fixedly connected to the steel sleeve, and threads are arranged at the ends of the horizontal steel bars. 1. An assembled slab steel-wood composite joint , comprising a steel-wood composite column ,a plurality of square wood beams,a plurality of connecting assemblies for connecting the steel-wood composite column and the plurality of square wood beams, and 'the steel-wood composite column comprises a hollow outer square wood column, a plurality of integrally-formed square blocks are arranged on a plurality of vertical outer sides of the hollow outer square wood column, and the hollow outer square wood column has a cross-shaped sectional structure; a steel sleeve is inlaid in the hollow outer square wood column, an inner wood column is inlaid in the steel sleeve, a plurality of column vertical steel bars penetrate through the inner wood column, a plurality of inner ends of a plurality of horizontal steel bars penetrate through the plurality of integrally-formed square blocks to be fixedly connected to the steel sleeve, and a plurality of threads are arranged at a plurality of outer ends of the plurality of horizontal steel bars;', 'a plurality of wood slabs connected to and supported by the steel-wood composite column, the plurality ...

Pre-stressed beams or panels

A method of manufacturing a pre-stressed beam or panel and the resulting beam or panel are described. The method includes providing a timber-based component ( 1 ); providing a pre-stressing member ( 9 ) arranged along the timber-based component; applying a tensile force to the pre-stressing member ( 9 ); providing concrete anchors ( 11 a, 11 b ) at locations that are spaced apart along the timber-based component ( 1 ); coupling the pre-stressing member ( 9 ) to the concrete anchors ( 11 a, 11 b ); and releasing the tensile force on the pre-stressing member ( 9 ) to transfer a compressive force to the timber-based component ( 1 ) through the concrete anchors ( 11 a, 11 b ) to form a pre-stressed beam or panel.

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 ...

Prefabricated modules for wood frame building construction

Modules providing structural platforms for floors, ceilings, walls, and a roof of a wood frame building are shown and described. Once installed, modules receive suitable finishing materials providing continuous, flat surfaces, with exceptions for penetrations. Each module may include a wood perimeter, upper joist boards or roof rafters, coupled to the wood perimeter at relatively high positions thereon, and lower joist boards or roof rafters coupled to the bounded wood perimeter at relatively low positions thereon. Within each module, each upper joist board or upper roof rafter has a lowermost edge above a level of an uppermost edge of each said lower joist board or lower roof rafter. A gap between the lowermost edge and every lower joist board or roof rafter accommodates ducts, wiring, and plumbing. Each upper joist board or roof rafter is staggered in plan view relative to the lower joist boards or roof rafters.

Wooden frame truss with enhanced fire resistance

A wooden frame truss with enhanced fire resistance is provided and includes an upper chord extending along a longitudinal axis, a lower chord disposed below the upper chord and extending along a vertically displaced, parallel axis, a plurality of supports attached between the upper and lower chords, and a plurality of metal gusset plates securing the supports to the chords. At least one wallboard batten strip is attached to an underside of the lower chord, the strip being constructed and arranged so that the strip defines a ledge extending from each side of the lower chord.

Temporary pool cover and floor system

The innovation relates to a pool covering system that is usable as a flooring surface. The pool covering system includes brackets and support beams spanning the pool opening. The beams provide structural support to cross members and flooring placed on top of the beams. The pool covering system does not require significant drainage of the pool and does not damage the pool structure during installation and use.

Vibration Dampening Floor System

A floor is disclosed having an upper contact surface disposed atop an upper subfloor, the upper subfloor having a void with a height that is defined by opposing sidewalls of the first subfloor, a top that is defined by a bottom surface of the upper contact surface, a bottom that is defined by a top surface of a lower subfloor, a width, and a length. A first resilient pad is disposed under compression within the void of the upper subfloor. The lower subfloor is disposed beneath and in contact with the upper subfloor. The lower subfloor has a void that is laterally offset from the void of the upper subfloor and a second resilient pad disposed within the void. A plurality of removable force transfer members are disposed within the void of the lower subfloor and above the second resilient pad for transferring vibrational forces and downward vertical forces to the second resilient pad. 1. A floor comprising:an upper contact surface disposed atop an upper subfloor, the upper subfloor comprising a void having a height that is defined by opposing sidewalls of the first subfloor, a top that is defined by a bottom surface of the upper contact surface, a bottom that is defined by a top surface of a lower subfloor, a width, and a length;a first resilient pad disposed under compression within the void of the upper subfloor;wherein the lower subfloor is disposed beneath and in contact with the upper subfloor, the lower subfloor comprising a void that is laterally offset from the void of the upper subfloor;a second resilient pad disposed within the void of the lower subfloor;a plurality of removable force transfer members disposed within the void of the lower subfloor and above the second resilient pad.2. The floor of claim 1 , wherein in an unbiased state claim 1 , the first resilient pad has a height which is greater than the height of the sidewalls of the first subfloor.3. The floor of claim 2 , wherein when the pad is under compression claim 2 , the lateral sides of the pad ...

Prefabricated structural bamboo system for slabs and roofs

This invention refers to a structural system for floor and roof construction, based on a parallel arrangement of a set of composite pre-tensioned girders to provide support to a deck formed by layers of any given material. The composite girders are components formed by lengths of bamboo culms, steel components and fillings of mortar or other materials, arranged in such way that a maximum mechanical efficiency is obtained.

Laminated structural arch system

A laminated structural arch system for supporting a horizontal planar structure, comprising at least one laminated arch. Each laminated arch is comprised of a plurality of arch plates rigidly fastened together in parallel, and forming a laminated configuration. Each arch plate is separated from the arch plate adjacent to it by a separation gap. The laminated structural arch system may contain two or more laminated arches positioned in parallel and secured to an anchoring structure, allowing one or more panels which comprise the horizontal planar structure to be positioned across and supported by the laminated arches. The laminated structural arch system may be provided as a kit of disassembled arch plates, allowing the system to be easily transported, handled, and assembled.

AUTOMATED SYSTEMS AND METHODS FOR FLOOR AND CEILING UNITS IN THE CONSTRUCTION OF MODULAR BUILDING UNITS

A system and method for assembling framing assemblies for use as ceiling or floor structures of modular building units using automation are disclosed. The framing assemblies include trusses that are attached at the lateral edges thereof by a joist including at least one layer of dimensional lumber to form a substantially rigid framework. Cover panels are positioned over and attached to an inner surface of the framing assembly. 1. A system for assembling a framing assembly for a floor or ceiling in a modular construction unit , the system comprising:a truss placement system configured to receive trusses, via a truss conveyor system, from a truss storage area, wherein the truss placement system is configured to position trusses on an assembly conveyor, the trusses being spaced apart from each other by a predetermined distance;a joist placement system configured to receive and arrange dimensional lumber adjacent lateral edges of the trusses on opposite sides of the assembly conveyor;a framing system comprising the assembly conveyor and a plurality of first fastening devices configured to move along a length of the assembly conveyor to attach the joists to the trusses via applying a plurality of fasteners in at least one predetermined fastener pattern through the joist and one of the trusses;a sheathing/drywall installation system configured to position a plurality of panel members over an exposed surface of the framing assembly after the trusses and the joists are fastened together at the framing system, the panel members being positioned to cover all or a designated portion of the exposed surface of the framing assembly according to a panel placement pattern associated with the framing assembly being assembled; anda fastening system comprising a plurality of second fastening devices to attach, by applying a plurality of fasteners through at least one of the panel members and one of the trusses or the joists of the framing assembly, the panel members to the framing ...

AUTOMATED SYSTEMS AND METHODS FOR FLOOR AND CEILING UNITS IN THE CONSTRUCTION OF MODULAR BUILDING UNITS

A system and method for assembling framing assemblies for use as ceiling or floor structures of modular building units using automation are disclosed. The framing assemblies include trusses that are attached at the lateral edges thereof by a joist including at least one layer of dimensional lumber to form a substantially rigid framework. Cover panels are positioned over and attached to an inner surface of the framing assembly. 1. A system for assembling a framing assembly for a floor or ceiling in a modular construction unit , the system comprising:a truss storage area comprising a truss storage rack, which has a plurality of levels on which trusses can be stored, and a truss elevator configured to raise and transport trusses onto one of the levels of the truss storage rack and/or retrieve and lower trusses from one of the levels of the truss storage rack;a truss placement system configured to receive trusses, via a truss conveyor system, from the truss storage area, wherein the truss placement system is configured to position trusses on an assembly conveyor, the trusses being spaced apart from each other by a predetermined distance;a joist placement system configured to receive and arrange dimensional lumber adjacent lateral edges of the trusses on opposite sides of the assembly conveyor;a framing system comprising the assembly conveyor and a plurality of first fastening devices configured to move along a length of the assembly conveyor to attach the joists to the trusses via applying a plurality of fasteners in at least one predetermined fastener pattern through the joist and one of the trusses;a sheathing/drywall installation system configured to position a plurality of panel members over an exposed surface of the framing assembly after the trusses and the joists are fastened together at the framing system, the panel members being positioned to cover all or a designated portion of the exposed surface of the framing assembly according to a panel placement pattern ...

BUILDING FRAMING SYSTEM

A building framing system includes a floor portion or floor framing system, a wall portion or wall framing system, and a roof portion or roof framing system. Each framing system comprises a plurality of components. Each component defines a connection geometry for connecting one component to another. The connection geometries are such that mechanical or other similar fasteners are not required to hold the various components together; rather, the connection geometries connect the components and hold them in place with respect to one another. Further, the framing systems utilize pre-cut components such that the components of each framing system arrive onsite cut to a needed length and width and with the appropriate connection geometry. 1. A building framing system , comprising: a plurality of floor joist components, each floor joist component having a projection, and', 'a plurality of subfloor components, each subfloor component defining a recess, wherein at least one subfloor component is adjacent a floor joist component such that the projection of the adjacent floor joist component fits within the recess of the subfloor component;, 'a floor portion including'} a plurality of wall web components, each wall web component having a projection, and', 'a plurality of wall flange components, each wall flange component defining a recess, wherein at least one wall flange component is adjacent a wall web component such that the projection of the adjacent wall web component fits within the recess of the wall flange component; and, 'a wall portion including'} a plurality of roof web components, each roof web component having a projection, and', 'a plurality of roof flange components, each roof flange component defining a recess, wherein at least one roof flange component is adjacent a roof web component such that the projection of the adjacent roof web component fits within the recess of the roof flange component., 'a roof portion including'}2. The building framing system of ...

BUILDING CONSTRUCTION USING BRACED FRAME SLAB ASSEMBLIES HAVING HEAVY PERIMETER RAILS

This invention relates to the construction of a building using Braced Frame Slab Assemblies Having Heavy Perimeter Rails that comprise Floor Slab and Wall Slab Assemblies formed of heavy perimeter Rails, with Rail Frame Connectors, such as a plurality of heavy threaded screws, joining the heavy perimeter Rails to form the Floor Slabs and Wall Slabs. The Slab can then be equipped with joists for floors or studs for walls, and with structural sheathing to provide shear load carrying capacity. The Slab to Slab Connectors also secure juxtaposed Floor Slabs and Wall Slabs. 1. A method for constructing a building , comprising:constructing a plurality of Slabs, each Slab formed of a plurality of interconnected heavy perimeter Rails that enclose a predetermined space; andinterconnecting each heavy perimeter Rail of the plurality of heavy perimeter Rails in a Slab with a juxtaposed heavy perimeter Rail using Rail Frame Connectors.2. The method for constructing a building of claim 1 , further comprising:joining a first Slab of the plurality of Slabs to a second Slab of the plurality of Slabs by interconnecting a heavy perimeter Rail of the first Slab to a juxtaposed heavy perimeter Rail of the second Slab using Slab to Slab Connectors.3. The method for constructing a building of claim 2 , wherein the step of joining comprises:joining the first Slab to the juxtaposed second Slab using Slab to Slab Connectors in at least one location along their juxtaposed heavy perimeter Rails.4. The method for constructing a building of claim 1 , wherein the step of constructing Slabs comprise:forming at least one of a Wall Slab and a Floor Slab by incorporating studs and joists into the Slab that extend between heavy perimeter Rails, respectively.5. The method for constructing a building of claim 4 , wherein the Wall Slabs are connected to Floor Slabs by their respective Rails and the Floor Slab is connected to the Foundation claim 4 , so all structural loads on the building are transferred ...

Apparatus and Methods For Connecting Timber Flanges

A method and apparatus for constructing a single story or multistory building using timber as a major structural material. The apparatus includes a connector plate having a series of pins extending therefrom. In a building component, each pin engages with a relatively small diameter timber flange by way of an axial bore hole formed in each flange. In this way, the flanges form a timber structural member useful in the formation of a framework of a building structure. The plate of the connector provides a fastener for fastening to other similar connectors or to other building structures. Various combinations of connectors and building flanges may be used to construct a single story building, and furthermore may be used in the construction of a multistory building. 1. A connector for collocating a group of timber flanges , the connector comprising a main region , the main region having extending therefrom a plurality of engaging members each of which is configured to engage with a timber flange.2. The connector of wherein the main region comprises means for fastening the connector to a substantially similar or identical second connector claim 1 , or to a building structure.3. (canceled)4. The connector of wherein the main region comprises a first substantially planar region and a second substantially planar region claim 1 , the first and second planar regions forming an angle of about 90 degrees claim 1 , the first planar region comprising means for connecting the connector to a substantially similar or identical second connector claim 1 , and the second planar region comprising means for connecting the connector to a building structure.5. The connector of wherein the means for connecting the connector to a substantially similar or identical second connector or the means for connecting the connector to a building structure is an aperture configured to accept a fastener.6. The connector of wherein the plurality of engaging members are disposed in an ordered array with ...

Ceiling support construction and methods

A ceiling construction and method for supporting an upper level of structure using sandwich panels having insulative cores. The ceiling construction has a lower level wall sandwich panel and an upper level wall sandwich panel, each of which with two outer layers and a core separating the outer layers and an upper level wall sandwich panel. Adhered to the lower level wall sandwich panel is a beam configured to support the upper level of the structure.

Class-a fire-protected laminated veneer lumber (lvl) products, and method of and factory for producing the same

In a lumber factory, an automated laminated veneer lumber (LVL) process supported by a lumber production line employing a cross-cutting and rip-sawing stage, a dip-coating stage, a spray-coating stage, a print-marking stage, and a stacking, packaging and wrapping stage. At the dip-coating stage, cross-cut and rip-sawed LVL product is automatically transported and submerged through a dipping reservoir containing clean fire inhibiting chemical (CFIC) liquid, and then wet-stacked and set aside to dry. Once dried, the dip-coated LVL products are returned to the production line and sprayed coated with a moisture, fire and UV protective coating at the spray-coating stage, and then passed through a drying tunnel for quick drying of the spray-coating to produce Class-A fire-protected LVL products. The Class-A fire-protected LVL products are stacked, packaged and wrapped at the stacking, packaging and wrapping stage into a package of Class-A fire-protected LVL products, ready for shipping.

DECKING KIT AND METHOD OF USING

A decking kit for impeding degradation of a deck is provided. The decking kit includes a cylindrical rod defining a half cylinder shaped engagement portion on each end, wherein the axis of the rod is co-extensive with the axis of each engagement portion. Further, each engagement portion defines an engagement aperture or groove perpendicular to both the axis of the engagement portion and a flat rectangular surface of the engagement portion. In some embodiments, the kit further includes a half cylinder shaped shim having a shim aperture perpendicular to both the axis of the shim and a flat rectangular surface of the shim. 1a cylindrical rod having a length for extending at least into two deck boards between a top surface and a bottom surface of each of the deck boards, thereby adjoining the two deck boards in a substantially parallel position relative to each other,wherein the cylindrical rod defines a rod aperture extending substantially perpendicular through a width of the cylindrical rod and positioned between the two deck boards for accepting a fastener therethrough for securing the two deck boards to a deck.. A decking kit for impeding degradation of deck boards, comprising: The present disclosure relates generally to a decking kit for impeding degradation of a deck. More specifically, the present disclosure relates to a decking kit and methods of insertion into decking boards for impeding buckling of the decking boards.Outdoor decks are subjected to the elements, causing the deck structure to degrade over time. By improving the durability of a deck, particularly the decking boards, use of the deck is prolonged, thereby increasing the deck's utility and value. Unfortunately, even the most advanced sealants, stains and designs do not prevent the deck and decking boards from eventually fading, buckling, and splitting over time.Notwithstanding the advancements made in the prior art in the field of decking maintenance and installation, there remains a need for ...

System for producing wood-framed buildings having class-a fire-protection during construction, and certifying and documenting the same

A method of and system for producing wood-framed buildings having Class-A fire-protection and defense against total fire destruction during the construction phase, and certifying and documenting the same. The system includes a reservoir for containing a supply of clean fire inhibiting liquid chemical (CFIC) liquid for spray application over over the interior surfaces of raw and treated lumber and sheathing used in a completed section of a wood-framed assemblies in a wood-framed building during its construction phase; a liquid spray pumping subsystem operably connected to the reservoir tank containing the supply of CFIC liquid. A hand-held liquid spray gun, operably connected to the liquid spray pumping subsystem, is used to for spray CFIC liquid from the reservoir tank onto the exposed interior wood surfaces of lumber and sheathing used to construct each completed section of the wood-framed building, to form a CFIC coating on the treated interior wood surfaces providing Class-A fire-protection to the completed section of the wood-framed building.

METHOD FOR PREPARING A COMPOSITE MEMBRANE/WOOD FLOOR DIAPHRAGM

A composite membrane of wood floor diaphragm for construction of new buildings and strengthening of existing buildings to provide improved load transfer capacity and enhanced resistance to gravity and lateral loads, such as earthquake and/or wind for buildings with wood floor framing. The composite membrane extends beneath the wall framing to utilize the composite membrane diaphragm as a load and shear bearing element. 1. A method of providing a sound blocking barrier to a multi-story building , comprising the steps of:providing a first floor joist and a second floor joist;installing the sound blocking barrier between the first and second floor joists; andinstalling ceiling sheathing.2. The method of where the floor joists are wood.3. The method of where the floor joists are engineered wood.4. The method of where the sound blocking barrier further comprises fire resistant material.5. The method of wherein the sound blocking barrier is selected to have at least an eighty decibel reduction in sound as compared with no sound blocking material. This application is a divisional of U.S. Ser. No. 14/274,489, filed on May 9, 2014, which is a continuation of U.S. Ser. No. 13/294,081, filed on Nov. 10, 2011, Abandoned, incorporated by reference in their entirety.In general, this invention relates to the field of building construction. More particularly, the present invention relates to a composite membrane wood floor diaphragm for new buildings and strengthening of the existing buildings to provide improved load transfer capacity and resistance of membrane of wood floor diaphragm to gravity and lateral loads, such as earthquake and/or wind for buildings with wood floor framing.According to the American Wood and Forest Association's “Details for Conventional Wood Frame Construction”, wood frame construction continues to be the predominant method of constructing homes and apartments. This is due to the inherent strength and durability of wood frame buildings. Increasingly, wood ...

Reinforcing plate for joist sistering

A reinforcing plate and method for use in sistering to a wood member to create a composite floor joist or stud. The reinforcing plate is mounted to the wood member and includes preformed first openings and preformed second openings. The preformed first openings are provided proximate to edges of the reinforcing plate and are dimensioned to allow for attachment members to be inserted therethrough to attach the reinforcing plate to the wood member. The preformed second openings are larger than the first opening and are dimensioned to allow for building materials to extend therethrough. The reinforcing plate resists bending stresses and increase the shearing resistance of the wood member.

STRUCTURE WITH INTEGRATED INSULATION

A structure with integrated insulation. The structure with integrated insulation includes a foundation. The foundation is configured to support the structure with integrated insulation and transfer the weight of the structure with integrated insulation to the ground. The structure with integrated insulation also includes a frame attached to the foundation. The structure with integrated insulation further includes a wall. The wall includes at least one wall panel with integrated insulation, the wall panel with integrated insulation being attached to the frame, wherein the attachment between the frame and the wall panel with integrated insulation includes adhesive over the entirety of the surface of the wall panel with integrated insulation in contact with the frame. The wall is also supported by the frame. 1. A structure with integrated insulation , the structure with integrated insulation comprising: support the structure with integrated insulation; and', 'transfer the weight of the structure with integrated insulation to the ground;, 'a foundation, wherein the foundation is configured toa frame attached to the foundation; and includes at least one wall panel with integrated insulation;', 'the wall panel with integrated insulation being attached to the frame, wherein the attachment between the frame and the wall panel with integrated insulation includes adhesive over the entirety of the surface of the wall panel with integrated insulation in contact with the frame; and', 'is supported by the frame., 'a wall, wherein the wall2. The structure with integrated insulation of claim 1 , wherein the wall panel with integrated insulation includes expanded polystyrene.3. The structure with integrated insulation of claim 2 , wherein the density of the expanded polystyrene is at least two pounds per cubic foot.4. The structure with integrated insulation of claim 1 , wherein the wall panel with integrated insulation can include a recess configured to receive the flange of a T- ...

Tile and Support Structure

An illustrative embodiment of a tile and support structure may include a plurality of tiles, which may be generally rectangular in shape, engaged with one or more support structures. The tile may be formed with four edges, wherein two opposing edges may be formed with grooves therein and the other two opposing edges may be formed with protrusions thereon. The support structure may be formed with a generally vertical spine having two rails extending outward from a distal end thereof. The support structure may also include two generally horizontally extending flanges, which may be formed with a trough therein. The trough may include a plurality of apertures formed therein. One side of the trough may be defined by a lip. 1. A tile and support structure comprising: i) a first face, wherein said first face is configured to be generally facing upward during use;', 'ii) a second face, wherein said second face is opposite said first face, wherein said first and second faces are separated by said thickness of said tile, and wherein a surface area of said first and second faces is defined by said height and said width of said tile;', 'iii) a first, second, third, and fourth edge defining a periphery of said tile;', 'iv) a groove formed in one of said first, second, third, or fourth edges;, 'a) a tile having a height, a width, and a thickness, said tile comprising i) a base having a first flange and a second flange, wherein said first and second flanges are opposed to one another, wherein said first and second flanges are each formed with a plurality of apertures formed therein along a length of each said flange;', 'ii) a spine engaged with said base, wherein said spine extends upward from a center of said base, and wherein said spine is generally perpendicular with respect to said base;', 'iii) a first rail extending from a terminal end of said spine, wherein said first rail is generally perpendicular with respect to said spine;', 'iv) a second rail extending from said ...

OUTDOOR WOOD DECKING BOARD

An outdoor wood decking board for use in construction of an outdoor deck floor, the outdoor decking board including a wood core formed from a first wood species of common grade wood species as a three-dimensional solid rigid body. A facing wood veneer formed from a second wood species of superior grade wood species as a three-dimensional solid rigid wood finishing layer permanently seamlessly attached via an adhesive to a first wood face of the wood core thereby the wood core having an appearance of the second wood species. In another embodiment, the facing wood veneer is formed from a third wood species, exotic hardwood species. A two-part emulsion polymer isocyanate adhesive is used to bond the wood core against the facing wood veneer; to bond two wood cores together. In another embodiment, the adhesive is a two-part polyurethane emulsion polymer. 1. An outdoor wood decking board for use in construction of an outdoor deck floor , the outdoor wood decking board , comprising:{'sup': 1', '1', '1, 'a wood core, formed from a first wood species, as a three-dimensional solid rigid wood body including a thickness (T), a width (W), and a length (L), the wood core including a first wood face, a second wood face opposed to the first wood face, and dual opposite longitudinal wood side edges, wherein the first wood species is preselected from any one of a common grade North American Softwood species to form a common grade North American Softwood wood core;'}{'sup': 5', '1', '2, 'wherein the common grade North American Softwood wood core is sized via a planer or a moulder to a configuration including a thickness of (T) which is equal to ((T)−T));'}wherein the common grade North American Softwood wood core is dried to a moisture content suitable for receiving an adhesive;{'sup': 2', '1', '1, 'a facing wood veneer, formed from a third wood species as a three dimensional solid rigid wood finishing layer including the thickness (T), the width (W), and the length (L), the facing ...

PROCESS FOR THE PRODUCTION OF A WOOD PART CONNECTION AND DEVICE TO CARRY OUT THE PROCESS

The invention relates to a simple and safe method for manufacturing a wood part joint, in particular a cross-laminated timber for a house wall, from a plurality of individual layers which are laid as longitudinal layers (L) and transverse layers (Q) at an angle to one another and subsequently joined, preferably glued and pressed, at their mutually facing main surfaces. According to the invention, at least the boards of the longitudinal layer (L) are pre-fixed in their transverse direction using an elongate string element () at least in the end region, in particular using beading pressed into a groove. The invention also relates to a corresponding device for carrying out the method, wherein a feed for the elongate string element () is provided which can independently also be used for a wood part joint in which abutting, shorter pieces of wood are pre-fixed in the longitudinal direction to a board. 1. Method A method for producing a wood part connection , in particular a cross-laminated timber for a house wall , made of several individual layers , which are preferably laid as longitudinal layers (L) and transverse layers (Q) at an angle to one another and finally joined , preferably glued and pressed , on their main surfaces (H) facing one another , characterized in thatat least the boards of the longitudinal layer (L) are pre-fixed in their transverse direction with an elongated string element at least in the end area, in particular with a beading each.2. The method according to claim 1 , wherein the beading consists of a plastic claim 1 , textile or metal wire or tensile natural fibers.3. The method according to claim 1 , wherein the beading is inserted into a sawed-in or milled-in groove claim 1 , in particular employing an axial preload.4. The method according to claim 3 , wherein the groove is cut at an angle to the main surface (H) of the boards.5. The method according to claim 1 , wherein the String element is pulled off a roller and pressed into the groove ...

Deck preservation system

A deck preservation system includes an elongated one-piece deck board cap top cover for a deck board, adapted for a secure coupling to a top surface of the deck board to cover the top surface; a first cap side, with at least one first fin, integrally formed with the top cover and extended downwardly and adapted for a secure coupling to a board side of the deck board; a second cap side, with at least one second fin, integrally formed with the top cover and extended downwardly and adapted for a secure coupling to a board side of the deck board; wherein the first cap side and the second cap side are opposed to one another; and an inverted channel profile integrally formed and defined by the deck board top cover and first and second cap sides to cover and protect the deck board.

UNITARY FLOOR

A unitary floor comprises a top layer, floor components, and a bottom layer. The floor components are sandwiched between the top layer and the bottom layer to provide an integral structure that comprises a continuous surface, unitary floor. Each of the floor components has a material strips. Moreover, the material strips that make up a corresponding floor component is a composite assembly that includes a first set of material strips, which may be interleaved with a second set of material strips. The first set of material strips includes a different density compared to the second set of material strips. Moreover, the unitary floor may be fabricated by a vacuum process, such as a vacuum infusion process. 1. A unitary floor system comprising:a top layer;a bottom layer; andfloor components tiled together and sandwiched between the top layer and the bottom layer to provide an integral structure that comprises a continuous surface, unitary floor; each of the floor components is comprised of a composite assembly of material strips that includes a first set of material strips and a second set of material strips, and', 'the first set of material strips has a different density compared to the second set of material strips., 'wherein2. The unitary floor system according to claim 1 , wherein the floor components are tiled together such that the material strips have a longitudinal strip axis that is parallel to a longitudinal central floor axis of the unitary floor.3. The unitary floor system according to claim 2 , wherein at least one floor component is scarf jointed with at least one adjacent floor component along an edge thereof that extends parallel to the longitudinal central floor axis of the unitary floor.4. The unitary floor system according to claim 2 , wherein at least one of the floor components has at least one edge that is oblique to the longitudinal central floor axis of the unitary floor.5. The unitary floor system according to claim 4 , wherein the at least one ...

STOREY CEILING CONSTRUCTION AND BUILDING MADE OF WOOD

Storey ceiling construction having a first lower wooden support () for supporting a storey ceiling, a first upper wooden support () for supporting a further storey ceiling and a first support head () made of wood for introducing the forces of the storey ceiling into the first lower wooden support (). The first support head () lies on the first lower wooden support (). The first upper wooden support () is supported directly on the first lower wooden support. 118-. (canceled)19. Storey ceiling construction having a first lower wooden support for supporting a storey ceiling , a first upper wooden support for supporting a further storey ceiling and a first support head made of wood for introducing the forces of the storey ceiling into the first lower wooden support , wherein the first support head lies on the first lower wooden support and the first upper wooden support is supported directly on the first lower wooden support.20. Storey ceiling construction according to claim 19 , wherein the first support head has a recess claim 19 , and the first upper wooden support and/or the first lower wooden support is/are lead through the recess of the support head claim 19 , so that the first upper wooden support can rest directly on the first lower wooden support.21. Storey ceiling construction according to claim 19 , wherein the first lower wooden support claim 19 , on the side facing the first support head claim 19 , is executed in stepped tapering fashion so that the first lower wooden support is introduced into the recess of the first support head claim 19 , and the first support head rests with the edge of the recess on the shaped step of the first lower wooden support.22. Storey ceiling construction according to claim 19 , wherein the first lower wooden support and/or the first upper wooden support has a main fiber direction at a right angle to the storey ceiling.23. Storey ceiling construction according to claim 19 , wherein the first support head of wood has a first ...

Reinforcement for a concrete tile

A reinforced concrete tile having top and bottom surfaces defining a thickness, the reinforced concrete tile comprising two or more reinforcing inserts imbedded in the concrete tile in proximity to the bottom surface, the two or more reinforcing inserts being of elongated shape and comprising a plurality of scales distributed along the length and extending upwardly from the bottom surface whereby a compensating force is created upon application of a load on the top surface such that deflection is reduced as the load is increased for at least a range of loads until a yield load is reached.

DECK MODULE INCLUDING QUICK CLIP MODULE

A deck module includes deck panels having a plate shape extending in a first direction and having deck grooves formed in both side surfaces thereof in the first direction, a bottom structure disposed on lower portions of the deck panels in a second direction crossing the first direction, and quick clip modules connected to a side surface of the bottom structure, wherein the quick clip modules comprise quick clip bases extending in the second direction, quick clip protrusions protruding from the quick clip bases in a third direction orthogonal to the first direction and the second direction and having protrusion portions formed at ends of the quick clip protrusions to protrude in the second direction and correspond to the deck grooves, and quick clip supports protruding from the quick clip protrusions in the first direction. 1. A deck module comprising:deck panels having a plate shape extending in a first direction and having deck grooves formed in both side surfaces thereof in the first direction;a bottom structure disposed on lower portions of the deck panels in a second direction crossing the first direction; andquick clip modules connected to a side surface of the bottom structure,wherein the quick clip modules comprise:quick clip bases extending in the second direction;quick clip protrusions protruding from the quick clip bases in a third direction orthogonal to the first direction and the second direction and having protrusion portions formed at ends of the quick clip protrusions to protrude in the second direction and correspond to the deck grooves; andquick clip supports protruding from the quick clip protrusions in the first direction, andfurther comprise buffer portions each disposed between two of the quick clip protrusions and disposed between the quick clip bases and the deck panels in the third direction,wherein the quick clip bases further comprise mounting portions inserted in the buffer portions in the third direction,wherein the mounting portions ...

Tile and Support Structure

An illustrative embodiment of a tile and support structure may include a plurality of tiles, which may be generally rectangular in shape, engaged with one or more support structures. The tile may be formed with four edges, wherein two opposing edges may be formed with grooves therein and the other two opposing edges may be formed with protrusions thereon. The support structure may be formed with a generally vertical spine having two rails extending outward from a distal end thereof. The support structure may also include two generally horizontally extending flanges, which may be formed with a trough therein. The trough may include a plurality of apertures formed therein. One side of the trough may be defined by a lip. 1. A tile and support structure comprising: i) a first rectangular face, wherein said first rectangular face is configured to be generally facing upward during use;', 'ii) a second rectangular face, wherein said second rectangular face is opposite said first rectangular face, wherein said first and second rectangular faces are separated by said thickness of said rectangular tile, and wherein a surface area of said first and second rectangular faces is defined by said height and said width of said rectangular tile;', 'iii) a first, second, third, and fourth edge defining a periphery of said rectangular tile;', 'iv) a groove formed in one of said first, second, third, or fourth edges;, 'a) a rectangular tile having a height, a width, and a thickness, said rectangular tile comprising i) a base having a first flange and a second flange, wherein said first and second flanges are opposed to one another, wherein said first and second flanges are each formed with a trough therein, and wherein each said trough is formed with a plurality of apertures formed therein along a length of each said trough;', 'ii) a spine engaged with said base, wherein said spine extends upward from a center of said base, and wherein said spine is generally perpendicular with respect ...

BEAM AND JOIST ASSEMBLY

The present invention is an I beam including a web, a top flange and a bottom flange. The flanges are parallel with the web extending therebetween so as to form spaces, at both sides of the web. Notches are formed in the top and bottom flanges of a joist of a height for fitment into the space of beam. A plate with at least four holes equi-spaced top and bottom is welded to each end of the stock length supplied beam, perpendicular to the web. The invention includes the method for providing a beam to beam connection, wherein the top and bottom flanges of beams are notched such that a first end is disposed between the top and bottom flanges of the first beam, and wherein the second beam web includes a connection plate to attach to the first beam web via fasteners. 1. A beam and joist assembly , comprising:an I cross-section beam having a top flange and a bottom flange with a web extending therebetween, the beam having a beam depth extending from a top surface of the top flange to a bottom surface of the bottom flange, anda joist having a top surface and a bottom surface, the joist having a joist height extending from the top surface to the bottom surface thereof,wherein the beam depth is the same as the joist height.2. The assembly of claim 1 , wherein a notch is formed in each of the top and bottom surfaces of the joist claim 1 , wherein the first end of the joist is disposed between the top and bottom flanges of the beam such that the top surfaces of the beam and the joist are level claim 1 , and the lower surfaces of the beam and the joist are also level.3. The assembly of claim 2 , wherein the joist is made from timber claim 2 , and the beam has a minimum beam flange width related to the length of the timber joist.45-. (canceled)6. The assembly of claim 2 , wherein the top and bottom flanges of the beam have a maximum flange thickness related to the maximum depth of the notches to be formed in the top and bottom flanges in the first end of the joist.7. (canceled)8. ...

Building Structure and Method of Construction

A modular building structure that utilizes a standard, unmodified intermodal shipping container both for transport of the structural components and as an integral element of the method of construction. A modular structure kit is enclosed in the shipping container, which can be transported using all means that are standard for ISO containers. Using the preferred method of construction, the shipping container can be situated without heavy equipment. Once situated, the shipping container provides the primary support for a permanent elevated structure composed of unique components, assembled using conventional building techniques without the necessary use of heavy or specialized equipment. 17.-. (canceled)8. A method for building a structure comprising: a shipping container;', 'a plurality of foundation posts;', 'a plurality of floor joist panels;', 'a plurality of wall panels;', 'a floor sheathing;', 'a wall sheathing;', 'a plurality of roof rafters; and', 'a roof sheathing;, 'a. delivering a modular building kit to a construction site, the modular building kit comprisingb. positioning the shipping container on a permanent location;c. positioning the plurality of foundation posts offset from the sides of the shipping container, said foundation posts operable to support a periphery of the floor joist panels;d. positioning said plurality of floor joist panels on top of the shipping container and foundation posts, said floor joist panels forming an upper floor;e. attaching said floor sheathing to the top of the floor;f. attaching said plurality of wall panels around a periphery of the floor joists, said plurality of wall panels forming an enclosure;g. attaching said wall sheathing to the outer perimeter of the wall panels;h. positioning said plurality of roof rafters on top of the enclosure formed by the plurality of wall panels; andi. attaching said roof sheathing to the top of the roof rafters.9. The method of claim 8 , wherein the modular kit is delivered to and ...

Drywall Hanger

A connection utilizing a joist hanger to hang a joist or beam from a wood structural support member such as a top plate or header in cooperation with a first plurality of fasteners such as screws and one or more substantially vertical fire-resistant panels such as drywall. 11234561. A connection () utilizing a joist hanger () to hang a joist () from a structural support member () in cooperation with a first plurality of fasteners () and one or more generally vertical drywall panels () , the connection () comprising:{'b': 6', '4', '7', '8', '7', '6', '4, 'a. the one or more drywall panels () providing shielding to the structural support member (), each having a front face (), a back face () opposite the front face (), the panels () being drywall panels such that they have negligible dowel bearing strength compared to the structural support member ();'}{'b': 5', '2', '4, 'b. the one or more fasteners () connecting the joist hanger () to the structural support member ();'}{'b': 4', '16', '4', '6, 'c. the structural support member () having a generally vertical front face () and the structural support member () having significant dowel bearing strength compared to the one or more drywall panels ();'}{'b': 3', '2', '13', '16', '4, 'd. the joist () supported by the joist hanger (), the joist having an end face () spaced away from the front face () of the structural support member (); and'}{'b': 2', '3', '2, 'claim-text': [{'b': 9', '10', '6', '4, 'i. one or more back plate members () having one or more back faces () in parallel registration with the front face () of the wood structural support member ();'}, {'b': 11', '9, 'ii. a first side member () connected to the one or more back plate members (); and'}, {'b': 11', '9, 'iii. a second side member () connected to the one or more back plate members (), wherein], 'e. the joist hanger () supporting the joist (), the joist hanger () comprising{'b': 6', '13', '3', '4', '8', '6', '6', '16', '4, 'f. portions of the one or more ...

METHOD FOR RAISING A FRAMED STRUCTURE

A method of raising a framed structure. The method comprises the steps of: supporting a roof structure of the framed structure, cutting a stud of the framed structure at a desired level, leaving a bottom portion of the stud in place, removing a top portion of the stud, raising the roof structure of the framed structure, installing a flooring structure on the bottom portion of the stud, building a wall structure using a second stud supported by and secured to the flooring structure, lowering the roof structure onto the wall structure, and securing the roof structure to the wall structure. The method also allows for the leveling of the framed structure without modifications to the foundation. 1. A method of raising a framed structure comprising the steps of:a) supporting a roof structure of the framed structure;b) cutting all studs of a bottom story of the framed structure at a desired level;c) leaving a bottom portion of each stud in place;d) removing a top portion of each stud;e) raising the roof structure of the framed structure;f) installing a flooring structure on the bottom portion of each stud;g) building a wall structure using a second plurality of studs supported by and secured to the flooring structure;h) lowering the roof structure onto the wall structure; andi) securing the roof structure to the wall structure.2. The method of claim 1 , further comprising the step of using the top portion of each stud to reinforce the bottom portion of each stud.3. The method of claim 1 , wherein the framed structure is leveled when cutting each stud of the framed structure. The present disclosure generally relates to a method for raising a framed structure.Due to housing and commercial real estate development, structures such as houses, and commercial buildings often become subject to flooding after they are constructed. As urban development often changes drainage patterns in the area, houses or other buildings that were not originally thought to be at risk when built ...

Support Structure

An illustrative embodiment of a tile and support structure may include a plurality of tiles, which may be generally rectangular in shape, engaged with one or more support structures. The tile may be formed with four edges, wherein two opposing edges may be formed with grooves therein and the other two opposing edges may be formed with protrusions thereon. The support structure may be formed with a generally vertical spine having two rails extending outward from a distal end thereof. The support structure may also include two generally horizontally extending flanges, which may be formed with a trough therein. The trough may include a plurality of apertures formed therein. One side of the trough may be defined by a lip. 1. A tile and support structure comprising: i) a first rectangular face, wherein said first rectangular face is configured to be generally facing upward during use;', 'ii) a second rectangular face, wherein said second rectangular face is opposite said first rectangular face, wherein said first and second rectangular faces are separated by said thickness of said rectangular tile, and wherein a surface area of said first and second rectangular faces is defined by said height and said width of said rectangular tile;', 'iii) a first, second, third, and fourth edge defining a periphery of said rectangular tile;', 'iv) a groove formed in one of said first, second, third, or fourth edges;, 'a) a rectangular tile having a height, a width, and a thickness, said rectangular tile comprising i) a base having a first flange and a second flange, wherein said first and second flanges are opposed to one another, wherein said first and second flanges are each formed with a trough therein, and wherein each said trough is formed with a plurality of apertures formed therein along a length of each said trough;', 'ii) a spine engaged with said base, wherein said spine extends upward from a center of said base, and wherein said spine is generally perpendicular with respect ...

APPARATUS AND METHOD FOR ATTACHING DECK TO STRUCTURE

A system and method for attaching a deck to a structure. The system includes at least one attachment plate provided with at least one fastening component. The fastening component is fastened to the structure ledger and extends into the end face of the structure floor support. 1. A deck attachment system for attaching a deck having a deck joist and a deck ledger to a structure having a structure ledger , comprising:at least one attachment plate with one or more fastener holes;a structure floor support;at least one fastening component oriented so as to be capable of attaching the attachment plate to at least one of the deck ledger, the structure ledger and the structure floor support; andat least one connecting component capable of connecting the attachment plate to at least a portion of the deck joist,wherein the at least one fastening component is fastened directly into an end face of the structure floor support.2. The deck attachment system according to claim 1 , wherein the at least one attachment plate is directly attached to the structure ledger.3. The deck attachment system according to claim 1 , wherein the one or more attachment plates is directly attached to the deck ledger.4. The deck attachment system according to claim 1 , wherein the at least one attachment plate comprises a first attachment plate and a second attachment plate claim 1 , and wherein the at least one fastening component comprises a first fastening component and a second fastening component claim 1 ,wherein the at least one first attachment plate is directly attached to the deck ledger and includes the at least one first fastening component extending into the structure floor support, andwherein the at least one second attachment plate is directly attached to the house ledger and includes the at least one second fastening component extending into the deck ledger,wherein the connecting component is connected to the second attachment plate at one end and extends into the deck joist.5. The deck ...

METHOD FOR RAISING A FRAMED STRUCTURE

A method of raising a framed structure. The method comprises the steps of: supporting a roof structure of the framed structure, cutting a stud of the framed structure at a desired level, leaving a bottom portion of the stud in place, removing a top portion of the stud, raising the roof structure of the framed structure, installing a flooring structure on the bottom portion of the stud, building a wall structure using a second stud supported by and secured to the flooring structure, lowering the roof structure onto the wall structure, and securing the roof structure to the wall structure. The method also allows for the leveling of the framed structure without modifications to the foundation. The method further allows for newly raised structures to have higher ceilings and modified floor plans without changes to the foundation. 1. A method of raising a framed structure comprising the steps of:a. supporting a roof structure of the framed structure;b. cutting a first stud of the framed structure at a desired level, creating a top portion of the first stud and a bottom portion of the first stud;c. leaving the bottom portion of the first stud in place;d. removing a top portion of the first stud;e. raising the roof structure of the framed structure;f. installing a flooring structure on a top of the bottom portion of the first stud;g. building a wall structure upon the flooring structure using a second stud supported by and secured to the flooring structure, wherein the second stud is taller than the first stud;h. lowering the roof structure onto the wall structure; andi. securing the roof structure to the wall structure.2. The method of claim 1 , further comprising the step of using the top portion of the first stud to reinforce the bottom portion of the first stud.3. The method of claim 1 , wherein the second stud is taller than the first stud.4. The method of claim 1 , wherein the second stud is placed in a location other than directly above the first stud.5. A method of ...

System, method and apparatus for attic rafter extension for storage

A support structure may have a base having surfaces including a top, a bottom, a front, a rear and sides. A first top slot may be formed in the top and may extend at least partially between the front and the rear. A second top slot may be formed in the top and may extend at least partially between the sides. In addition, a bottom slot may be formed in the bottom. A system for attic storage can include an attic having attic joists. A plurality of support structures, each comprising a base, may be mounted to the attic joists. At least two conventional lumber studs may be included and may extend between adjacent ones of the bases. In addition, a plurality of lumber panels may be mounted to at least one of the bases and the lumber studs.

Modular building systems, components, and methods

Pre-fabricated components such as beams, beam nodes, floor panels, wall panels, and roof panels are useful for constructing buildings such as houses. In some cases, conservation of materials, ease of construction, and superior structural integrity appear.

MODULAR BUILDING SYSTEMS, COMPONENTS, AND METHODS

Pre-fabricated components such as beams, beam nodes, floor panels, wall panels, roof beams, ceiling posts, and roof panels are useful for constructing buildings such as houses. In some cases, conservation of materials, ease of construction, and superior structural integrity appear. 1. A beam node useful in modular construction comprising:a lower horizontal support member supportingat least two vertical support members,wherein the at least two vertical support members define at least two beam coupling elements; andat least one registration element.2. The beam node of claim 1 , wherein the at least two beam coupling elements comprise a first beam coupling element and a second beam coupling element claim 1 ,wherein the first beam coupling element is adapted to couple a first beam in line with a second beam coupled to the second beam coupling element.3. The beam node of claim 1 , wherein the at least two beam coupling elements comprise a first beam coupling element and a second beam coupling element claim 1 ,wherein the first beam coupling element is adapted to couple a first beam perpendicular to a second beam coupled to the second beam coupling element.4. The beam node of claim 1 ,wherein the at least two beam coupling elements comprisea first beam coupling element,a second beam coupling element, anda third beam coupling element;wherein the first beam coupling element is adapted to couple a first beam in line with a second beam coupled to the second beam coupling element, and the third beam coupling element is adapted to couple a third beam perpendicular to the first beam and the second beam.5. The beam node of claim 1 ,wherein the at least two beam coupling elements comprisea first beam coupling element,a second beam coupling element,a third beam coupling element, anda fourth beam coupling element;wherein the first beam coupling element is adapted to couple a first beam in line with a second beam coupled to the second beam coupling element,the third beam coupling ...

Deck

A support structure having a horizontal surface such as a deck or stage, the support structure having first and second modules which are interconnected together, the interconnection comprising a connector assembly having a first member with a vertically extending recess formed within a bottom wall thereof, the recess being bounded by first and second interior walls which each have a protrusion extending inwardly within the recess, and a second member comprising a U-shaped element having a base, first and second legs, each of the legs having an interior and an exterior wall with one of the legs having a recess formed in each of the interior and exterior walls such that the first leg sidingly fits within the recess formed within the first member and the second leg extends upwardly adjacent one of the first and second side walls to receive and support an adjacent module. 1. A connector assembly comprising:a first member having a first side wall, a second side wall, a top wall and a bottom wall;an opening in said bottom wall, said opening communicating with a vertically extending recess formed within said bottom wall, said recess being bounded by first and second interior walls, each of said first and second interior walls and having a protrusion extending inwardly within the recess towards an opposite interior wall;a second member comprising a U-shaped element, said U-shaped element having a base, first and second legs, each of said base and first and second legs having an interior and an exterior wall, said first leg having a recess formed in each of said interior and exterior walls, the arrangement being such that said first leg sidingly fits within said recess within said first member, whereby said protrusions on said interior walls engage within said recesses formed in the interior and exterior walls of said first leg, said second leg of said second element extending upwardly adjacent and spaced from one of said first or second side walls to receive and support an ...

PREFABRICATED CONCRETE SLAB FLOOR AND METHOD OF FABRICATING THE SAME

The present invention relates to a composite floor, typically a wood/concrete composite floor. The composite floor comprises a support structure being adapted to be attached to a concrete layer. The support structure comprises a top portion being made of at least one support panel comprising at least one opening through which the concrete layer may flow into the inner portion of the support structure once the top portion of the support structure is being disposed on the top of the concrete layer. The upward flow of the concrete creates at least one anchor point, which, once being harden in the inner portion of the support structure, improves the adhesion between the support panels and the concrete and ensures better mechanical rigidity and resistance of the assembly made of the panels and the concrete. 1) A prefabricated composite floor , the prefabricated composite floor comprising:a concrete layer;a support structure adapted to receive the concrete layer, the support structure comprising a top portion comprising at least one attachment mechanism, the attachment mechanism being adapted to rigidly adhere the concrete layer to the support structure.2) The prefabricated composite floor of claim 1 , the at least one attachment mean being a reinforcing element claim 1 , the reinforcing element further attaching the top portion to the support portion.3) The prefabricated composite floor of claim 2 , the reinforcing element being outwardly angled from an outer surface of the top portion.4) The prefabricated composite floor of claim 1 , the at least one attachment mean being one or more openings within the top portion of the support structure claim 1 , each of the one or more openings being adapted to let concrete flows between an outer surface of the top portion and an inner surface of the top portion.5) The prefabricated composite floor of claim 1 , the top portion comprising support panels being adapted to be rigidly attached to the concrete layer; the support panels ...

Drywall Hanger

A connection utilizing a joist hanger to hang a joist or beam from a wood structural support member such as a top plate or header in cooperation with a first plurality of fasteners such as screws and one or more substantially vertical fire-resistant panels such as drywall. 11234561. A connection () utilizing a joist hanger () to hang a joist () from a structural support member () in cooperation with a first plurality of fasteners () and one or more generally vertical drywall panels () , the connection () comprising:{'b': 6', '4', '7', '8', '7', '6', '4, 'a. the one or more drywall panels () providing shielding to the structural support member (), each having a front face (), a back face () opposite the front face (), the panels () being drywall panels such that they have negligible dowel bearing strength compared to the structural support member ();'}{'b': 5', '2', '4, 'b. the one or more fasteners () connecting the joist hanger () to the structural support member ();'}{'b': 4', '16', '4', '6, 'c. the structural support member () having a generally vertical front face () and the structural support member () having significant dowel bearing strength compared to the one or more drywall panels ();'}{'b': 3', '2', '13', '16', '4, 'd. the joist () supported by the joist hanger (), the joist having an end face () spaced away from the front face () of the structural support member (); and'}{'b': 2', '3', '2, 'claim-text': [{'b': 9', '10', '6', '4, 'i. one or more back plate members () having one or more back faces () in parallel registration with the front face () of the wood structural support member ();'}, {'b': 11', '9, 'ii. a first side member () connected to the one or more back plate members (); and'}, {'b': 11', '9, 'iii. a second side member () connected to the one or more back plate members (), wherein], 'e. the joist hanger () supporting the joist (), the joist hanger () comprising{'b': 6', '13', '3', '4', '8', '6', '6', '16', '4, 'f. portions of the one or more ...

Modular Building Component for Floor and Ceiling with Rod-Based Dimensions

The invention is a modular building component with rod-based dimensions. The modular building component comprises a prismatic box structure. A number of the prismatic box structures are placed side by side horizontally to create a ceiling and a floor with rod-based dimensions. The ceiling and the floor function as components of a building with rod-based dimensions. The building may also have walls that are also prismatic box structures with rod-based dimensions. Two or more of the buildings can be placed side by side to fill equal portions of an entire width of a perfect-acre lot. The buildings that fill an entire perfect-acre lot lead to a sustainable community design, given that no space is wasted. The rod-based building components are properly dimensioned for quickly assembling these optimally sustainable buildings.

Connecting Device for Mounting a Wooden Construction Element

The invention relates to a connecting device () for mounting a wooden construction element (), in particular in the form of a panel or beam, on a support (), wherein the connecting device () has a mounting node (), which is designed for mounting the connecting device () on the support (), and a coupling arrangement (), which is connected to the mounting node () and which, in the installed state, while projecting from the mounting node () on an upper side () of the wooden construction element () can be connected to the latter by fastening members (), which at least partially pass through the wooden construction element (), wherein the mounting node () and the coupling arrangement () are each produced from a material which has a higher strength than that of the wooden construction element (). The invention further relates to a wooden construction arrangement having a connecting device () according to the invention and to a structure having such a wooden construction arrangement. 13123a. A connecting device () for mounting a wooden construction element () , in particular in the form of a panel or beam , on a support () , the connecting device () comprising{'b': 4', '3', '2, 'i': 'a', 'a mounting node (), which is designed for mounting the connecting device () on the support () and'}{'b': 5', '4', '4', '1', '1', '7', '1', '4', '5', '1, 'i': 'a', 'a coupling arrangement (), which is connected to the mounting node () and which, in the installed state, while projecting from the mounting node () on an upper side () of the wooden construction element (), can be connected to the latter using fastening members (), which at least partially pass through the wooden construction element (), wherein the mounting node () and the coupling arrangement () are each produced from a material which has a higher strength than that of the wooden construction element ().'}23584. The connecting device () according to claim 1 , wherein the coupling arrangement () has at least one coupling ...

NUT AND A METHOD OF USE OF THE NUT IN A FASTENER SYSTEM FOR CRANE MATS

A nut to be used as part of a fastener to be used in multiple ways in various industries or methods has a drive mechanism and stud extending from the drive mechanism with a threaded bore. In addition the nut can be specifically used as a method and as part of special fastener that can be used to join cut, hard-wood members, other naturally occurring manufactured mat members or synthetically man made members, referred to as “timber(s)” or “laminated”, in forming a mat used for heavy construction equipment to run on over ground which is not stable. These mats are commonly referred to as “Crane Mats” or “Laminated Mats” in the construction, mining, pipeline, and oil and gas industries among others. 1. A nut comprising:(a) a head with a drive;(b) a stud extending from one side of the head, the stud having an internally threaded bore; and(c) a pass-through aligned with the center of the threaded bore, the pass-through having an internal diameter opening capable of receiving a member that threads into the threaded bore.2. The nut as recited in including an integral flat bearing surface under the head incorporated within the head.3. The nut as recited in including a connection between the said and the head in which it is reinforced with additional material in order to allow for more torque to be placed on the drive without the head detaching from the stud.4. The nut as recited in wherein the head is rounded. This U.S. Divisional Application claims the benefit of U.S. Divisional application Ser. No. 16/552,063, filed Aug. 27, 2019, which claims the benefit of U.S. Utility application Ser. No 14/280,019, filed May 16, 2014, now U.S. Pat. No. 10,392,234, issued Aug. 27, 2019, which claims priority to U.S. Provisional Application No. 61/824,002, filed May 16, 2013 and U.S. Provisional Application No. 61/843,557, filed Jul. 8, 2013 all of which are incorporated by reference in their entireties.This invention relates to a nut to be used as part of a fastener that can be used in ...

NUT AND A METHOD OF USE OF THE NUT IN A FASTENER SYSTEM FOR CRANE MATS

The present invention pertains to a nut to be used as part of a fastener to be used in multiple ways in various industries or methods. The nut has a drive mechanism and stud extending from the drive mechanism with a threaded bore. In addition the nut can be specifically used as a method and as part of special fastener that can be used to join cut, hard-wood members, other naturally occurring manufactured mat members or synthetically man made members, referred to as “timber(s)” or “laminated”, in forming a mat used for heavy construction equipment to run on over ground which is not stable. These mats are commonly referred to as “Crane Mats” or “Laminated Mats” in the construction, mining, pipeline, and oil and gas industries among others. 1. A nut comprising:(a) a head with a drive;(b) a stud extending from one side of the head, the stud having an internally threaded bore; and(c) a pass-through aligned with the center of the threaded bore, the pass-through having an internal diameter opening capable of receiving a member that threads into the threaded bore.2. The nut as recited in including an integral flat bearing surface under the head incorporated within the head.3. The nut as recited in including a connection between the stud and the head in which it is reinforced with additional material in order to allow for more torque to be placed on the drive without the head detaching from the stud.4. The nut as recited in wherein the head is rounded.5. A crane mat comprising:(a) multiple structural pieces to be joined together in order to form the mat;(b) a bore hole through the multiple structural pieces having two ends, the diameter of the bore hole at each end is substantially the same diameter;(c) a bolt having a head and a threaded portion, the thread portion inserted into one of the bore hole ends:(d) a nut threaded onto the bolt that holds the multiple structural pieces together to form the crane mat.6. A crane mat comprising:(a) multiple structural pieces to be ...

Drywall hanger

A connection utilizing a joist hanger to hang a joist or beam from a wood structural support member such as a top plate or header in cooperation with a first plurality of fasteners such as screws and one or more substantially vertical fire-resistant panels such as drywall.

Drywall spacing joist hanger

A connection utilizing a joist hanger to hang a joist or beam from a wood structural support member such as a top plate or header in cooperation with a first plurality of fasteners such as screws or nails and one or more substantially vertical fire-resistant panels such as drywall.

Wall, ceiling, roof or other supporting component for building

Planking (7,12) is provided on at least one side of the support frame (2) and in the frame is provided a filling in the form of at least one block (8) comprising brick chippings, expanded clay and/or concrete in company with a mineral binding medium. At least one support (6",13) is provided on beams for the blocks, holding them in the support frame (2). The support is elastically formed. Between the at least one block and the support an elastic intermediate layer (9) is provided.

Drywall Spacing Joist Hanger

A connection utilizing a joist hanger to hang a joist or beam from a wood structural support member such as a top plate or header in cooperation with a first plurality of fasteners such as screws or nails and one or more substantially vertical fire-resistant panels such as drywall.

Joist hanger

A glued-block hanger is intended to support a wooden I-beam joist on a support. A block is secured to the web of the I-beam joist at an end thereof intermediate the top and bottom chords. A bore is formed in the block and end, and extend therethrough at a predetermined position. The hanger includes a top tab and an end plate, wherein the end plate extends the height of the hanger. The top tab is constructed to extend over the top of a support. A pair of opposed flanges extend outward from the end plate and are spaced apart to snugly receive the web of the joist, with the block secured thereto, therein. Each of the flanges includes an opening therein. When the opening is aligned with the bore, the top tab of the hanger is in alignment with the top chord of the joist. A connector extends through the bore and the openings to fasten the joist to the hanger.

Deck spacer

An apparatus includes a predetermined size, shape, and thickness with a bolt hole adapted to receive a bolt therein and a method of attaching the apparatus to a ledger board sufficient to prevent rotation of the apparatus with respect to either the ledger board or the bolt hole. Modifications include securing the apparatus to the ledger board by the use of screws passing through a plurality of mounting holes provided in the apparatus or by the use of pointed protrusions that extend from the apparatus and which are pounded into the ledger board. Other modifications are described that include the use of intermediate shim spacers to vary the overall thickness of the spacer and of angled spacers for use with beveled types of siding.

Top flange hanger with strengthening embossment

A structural connector for connecting first and second structural members has a substantially planar first flange and an embossment in the first flange, and the embossment in the first flange is formed with first and second sections, the first section generally extending uniformly to a first level above the top surface of the substantially planar first flange, that is different from a level to which the second section generally uniformly extends, the first and second sections being joined to each other at a distinct transition portion where the embossment sharply descends from the level of the first section to the level of the second section. The structural connector can be made with a bend that forms a first member adjacent the first flange and the embossment can extend through the bend into the first member.

Hangers

In one form, a hanger is provided that can accept a construction member comprising two mounting plates each having an extension piece and a plurality of holes disposed on the mounting plates and extension pieces. Also provided is at least one joist plate connected to the mounting plates and extending outward to form an opening to accept at least one construction member and a plurality of holes disposed on the joist plate. Other embodiments provide for the joist plates to pivot about the mounting plates. Also, a swivel support may be movably attached and connect the joist plates at an end distal the mounting plates.

Methods of designing and constructing Class-A fire-protected multi-story wood-framed buildings

A method of and system for designing and constructing high-density multi-story wood-framed buildings, and Class-A fire-protected building components, and methods and factories for producing the same in an economical manner. An on-job-site method is provided for treating wood-framed buildings so that such wood-framed buildings demonstrate Class-A fire-protection and improved defense against total fire destruction.

Drywall joist hanger

A connection utilizing a joist hanger to hang a generally horizontal joist or beam from a wood structural support member such as a top plate or header in cooperation with a first plurality of fasteners such as screws and one or more generally vertical drywall panels.

Class-A fire-protected wood products inhibiting ignition and spread of fire along class-A fire-protected wood surfaces and development of smoke from such fire

In a lumber factory, an automated laminated veneer lumber (LVL) process supported by a lumber production line employing a cross-cutting and rip-sawing stage, a dip-coating stage, a spray-coating stage, a print-marking stage, and a stacking, packaging and wrapping stage. At the dip-coating stage, cross-cut and rip-sawed LVL product is automatically transported and submerged through a dipping reservoir containing clean fire inhibiting chemical (CFIC) liquid, and then wet-stacked and set aside to dry. Once dried, the dip-coated LVL products are returned to the production line and sprayed coated with a moisture, fire and UV protective coating at the spray-coating stage, and then passed through a drying tunnel for quick drying of the spray-coating to produce Class-A fire-protected LVL products. The Class-A fire-protected LVL products are stacked, packaged and wrapped at the stacking, packaging and wrapping stage into a package of Class-A fire-protected LVL products, ready for shipping.

Drywall joist hanger connection

A connection utilizing a joist hanger to hang a substantially horizontal joist or beam from a wood structural support member such as a top plate or header in cooperation with a first plurality of fasteners such as screws and one or more substantially vertical fire-resistant panels such as drywall.

Temporary pool cover and floor system

The innovation relates to a pool covering system that is usable as a flooring surface. The pool covering system includes brackets and support beams spanning the pool opening. The beams provide structural support to cross members and flooring placed on top of the beams. The pool covering system does not require significant drainage of the pool and does not damage the pool structure during installation and use.

Hanger connection

A connection in a wood frame building wherein a one piece sheet metal hanger connector is used to join together a wood supporting member, and one or two wood supported members. The connector is connected to the supporting member by a top flange and the supported members are joined to the connector as well as to the supporting member by fasteners driven through openings in flanges of the connector, through the supporting member, through the back wall of the connector and into the supporting member. The arrangement places the fasteners in double shear resulting in unusually large load holding capability for the size and weight of the sheet metal connector. The connector seat is fully supported at the sides and back resulting in high load holding capacity both downwardly and upwardly with unusual rigidity and resistance to lateral forces.

Top flange hanger with embossing for reinforcement

Improved hanger

A hanger for connecting two adjacent members, such as I-Joists used in the construction industry. The hanger locates the members at approximately 90 degrees to each other and comprises a mounting means in the form of a plate for connection to a first member and support means connected to the mounting means to support a second member perpendicular to the first member. Embodiments are disclosed including features of stiffening ribs, tapered edges, and support feet to increase the load bearing capacity of the hanger.

Composite deck structure having engineered lumber and concrete slab

The present invention relates to composite deck structure having civil engineering wood and a concrete slab, comprising: an engineered lumber formed by stacking a plurality of laminated timbers to be used as a structural material of a building; a bending steel plate of at least one part of which is buried in a longitudinal direction of the civil engineering wood therein; and a concrete slab formed by pouring concrete in front of an upper part of the engineered lumber. This composite deck structure is able to prevent a person from slipping on a concrete boundary surface by combining curved steel plates of various shapes with civil engineering wood laminated with a plurality of glued timbers; secures a combining performance and ductility of wood and concrete; allows a lower part of a concrete slab to act as a fire resistant covering material; and additionally forms a new composite member by combining curved steel plates which are simply curved to reinforce insufficient resultant yield strength of the civil engineering wood, and secures higher resultant yield strength than a conventional span-band type wood by changing the shape of its connector located between the wood and concrete, into an L-shape, T-shape or an asymmetric H-shape. Consequently, this composite deck structure is able to be featured as a major component of a high-rise and long-span composite building.

Joist hanger

Joist caps

Joist end seal

Joist cap and method of manufacture thereof

Method of mounting floor joists and joist support for use in the method

Joist end seal

Joist caps

Joist end sleeve and joist collar for protecting joists within external masonry

The joist end sleeve 1 projects away from the wall to protect the joist from moisture or condensation on the inner face of the wall. The sleeve is built into the masonry and may have means for improving the friction fit in the wall, e.g. grips and ridges 2, or a metal hook 11. Nail holes 8 are provided for fixing the joist to the sleeve. The sleeve may have a sloping upper surface 7 and ridges 3 to further prevent moisture contacting the joist. The joist collar has flanges that abut the wall, and a sealing strip on the outer face of the flange in order to provide air-sealing around the joist.

DEVICE FORMING A SOLVENT INHIBITING A CONCRETE FLOOR SLAB

Mass Timber Hanger

A structural hanger providing a means for connecting a horizontal or sloped mass timber panel to a wall with sheathing without impairing the fire resistance rating of the wall. One embodiment comprises a plurality of legs, including a first leg with a means for connecting the hanger to a mass timber panel, a second leg with a means for connecting the hanger to structural members within the wall, and a third leg connecting the first and second leg to each other and extending through the sheathing mounted to the wall. 1. A hanger for the attachment of a structural panel member to a wall , said wall comprising vertical structure and at least one layer of sheathing , said hanger comprising:a first leg providing a means for connecting the hanger to the structural member;a second leg providing a means for connecting the hanger to the wall, said second leg having a portion being generally parallel but not touching the first leg;wherein the second leg includes a vertical portion configured to engage a vertical face of the wall and a horizontal portion configured to engage a top edge of the wall;and a third leg contiguous to both the first and second legs, generally perpendicular to the first and second legs, said third leg providing a predetermined separation distance between the first and second legs;wherein the predetermined separation distance of between the first and second leg provided by the third leg is substantially equal to the thickness of the sheathing mounted on the wall.2. The hanger of further comprising an additional horizontal portion of the first leg claim 1 , contiguous to the vertical portion of the first leg claim 1 , engaging a top edge and a top face of the structural member.3. The hanger of further comprising indices useful for the alignment of the hanger to various indicium inscribed upon the structural member.4. The hanger of wherein the means for connecting includes at least one void in each the first leg and the second leg claim 1 , said void ...

Modified wood product and method for producing said product

FIELD: woodworking. SUBSTANCE: invention relates to the woodworking industry, in particular, to production of a modified wood product. Lignin is decomposed into lignin fission products. The lignin fission products are fractionated. One or multiple fractions of lignin fission products are selected. The selected lignin fission products are chemically modified. A phenol-formaldehyde resin, optionally containing chemically modified lignin fission products, is produced. The wood is treated with the phenol-formaldehyde resin, optionally containing chemically modified lignin fission products, to produce a modified wood product. EFFECT: hydrolytic stability, atmosphere resistance, and biological durability of wood are improved. 10 cl, 1 tbl, 11 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 765 891 C2 (51) МПК B27K 3/50 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК B27K 3/50 (2021.08) (21)(22) Заявка: 2020121393, 18.12.2018 (24) Дата начала отсчета срока действия патента: Дата регистрации: 04.02.2022 (73) Патентообладатель(и): СТОРА ЭНСО ОЙЙ (FI) 22.12.2017 SE 1751636-0 (43) Дата публикации заявки: 24.01.2022 Бюл. № 3 (45) Опубликовано: 04.02.2022 Бюл. № 4 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 22.07.2020 (56) Список документов, цитированных в отчете о поиске: WO 2013130101 A1, 06.09.2013. US 4752509 A, 21.06.1988. US 5246739 A, 21.09.1993. RU 2309836 C2, 10.11.2007. RU 2411119 C2, 10.02.2011. 2 7 6 5 8 9 1 Приоритет(ы): (30) Конвенционный приоритет: R U 18.12.2018 (72) Автор(ы): ФЛЕКЕНШТАЙН, Марко (DE), БИЗИКС, Владимирс (DE), МИЛИТЦ, Хольгер (DE), МАЙ, Карстен (DE), МАЙЕС, Дункан (FI), ПЮННЁНЕН, Янне (FI) IB 2018/060226 (18.12.2018) C 2 C 2 (86) Заявка PCT: (87) Публикация заявки PCT: R U 2 7 6 5 8 9 1 WO 2019/123230 (27.06.2019) Адрес для переписки: 129090, Москва, ул. Большая Спасская, 25, стр. 3, ООО "Юридическая фирма Городисский и Партнеры" (54) МОДИФИЦИРОВАННЫЙ ДРЕВЕСНЫЙ ПРОДУКТ И ...

Prefabricated load-bearing structure of flooring and method for its formation

FIELD: construction. SUBSTANCE: invention relates to prefabricated floors of buildings. Prefabricated load-bearing structure of the ceiling includes a structural unit consisting of a perimeter beam of an I-beam section rigidly connected to a bed made of a wooden bar, which in its turn is connected to foundation of any kind, floor beams of I-section, which is fixed to beam of perimeter of I-beam section, and in place of their connection connecting structure is installed. EFFECT: invention makes it possible to simplify the assembly of the floor. 8 cl, 5 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 766 109 C2 (51) МПК E04B 5/12 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04B 5/12 (2021.08) (21)(22) Заявка: 2020115354, 04.05.2020 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Кноп Евгений Данилович (RU) Дата регистрации: 08.02.2022 Приоритет(ы): (22) Дата подачи заявки: 04.05.2020 (43) Дата публикации заявки: 08.11.2021 Бюл. № 31 (45) Опубликовано: 08.02.2022 Бюл. № 4 2 7 6 6 1 0 9 R U (54) Сборная несущая конструкция перекрытия и способ ее образования (57) Реферат: Изобретение относится к области выполненным из деревянного бруса, который в строительства, в частности к сборным свою очередь соединен с фундаментом любого перекрытиям зданий. Технический результат вида, балки перекрытия двутаврового сечения, изобретения заключается в упрощении сборки которая закреплена к балке периметра перекрытия. Сборная несущая конструкция двутаврового сечения, а в месте их соединения перекрытия включает в себя конструктивный устанавливается связывающая конструкция. 2 н. узел, состоящий из балки периметра двутаврового и 6 з.п. ф-лы, 5 ил. сечения, жестко соединённой с лежнем, Стр.: 1 C 2 C 2 Адрес для переписки: 236039, г. Калининград, ул. Эпроновская, 20, кв. 139, Курганская Анастасия Игоревна 2 7 6 6 1 0 9 (56) Список документов, цитированных в отчете о поиске: RU 191617 U1, 14.08.2019. US ...

An adjusting screw, an assembly and a method for levelling an out-of-level flooring

An adjusting screw (14;14’) having a shank (22) with a screw tip (19) and an external threading (23) extending at least a distance from the screw tip (19) towards a levelling end part (18) with a levelling end (13) has a lengthwise extending blind hole (17) and a plug (16) accommodated inside the blind hole (17) for securing a first fastener (15). A plurality of adjusting screws (14;14’) is utilised in an assembly and a method adapted for levelling an out-of-level flooring, which the assembly comprises a plurality of elongate levelling profiles (7;28;41) and bush mountings (34;34’). Once existing top- and/or sub-flooring (4) is removed and pugging (6) and floor joists (2) left in place. Adjusting screw mounting holes (10) are drilled in floor joists (2) and the plurality of adjusting screws (14;14’) are screwed into the adjusting screw mounting holes (10) until their free levelling ends (13) are at level. Then the plurality of elongate levelling profiles (7;28) are arranged on top of the floor joists (2) with the first mounting holes (8) aligned with the openings of the blind holes (17), and first fasteners (15) screwed into the plugs to secure the elongate levelling profiles (7;28) to the floor joists (2). The new flooring is mounted crosswise the elongate levelling profiles (7;28).

Structural beam with insulation located in a cavity within the beam.

The beam 10 has a cross-sectional width to depth ratio in the range 0.25 to 4, or one side is no more than four times greater than the other. The beam is formed from four layers 11, 12, 13, 14 and at least one web 15 located within the beam to define at least two insulation spaces 18, preferably comprising insulation, within the beam. Also claimed are a panel with a number of beams, each with a cross sectional width to depth ratio in the range 0.25 to 4 and include at least one insulation void, arranged parallel to each other and including a facing board on top of the beams. Also claimed is a wall made with at least two beams similar to those in the panel. Also claimed is a floor with beams parallel to each other and each including an insulation space. Also claimed is a structure with the beams, panel, walls and floor as claimed and a method of constructing said structures with beams.

Building module for the construction of prefabricated buildings with thermal insulation and related building.

Structural floor system

A structural floor system is provided comprising: a plurality of I-joists; a plurality of composite wood panels attached to the plurality of I-joists, each panel having parallel first and second longitudinal edges, each panel containing a binder resin; and an adhesive composition containing the binder resin, the adhesive composition applied between on the first and second longitudinal edges.

Water resistant wide flooring boards

A water resistant floor board comprises a top layer, a tongue connector, a groove connector, a body, and a bottom layer. The body is made from a man-made material and placed between the tongue connector and the groove connector, and the top layer is placed above the body, the tongue connector, and the groove connector. The bottom layer is a moisture resistant aluminum foil covering the body, the tongue connector, and the groove connector. The tongue and groove connectors are made from moisture resistant solid wood, and the body is made from man-made material. The top layer has a moisture resistant coating.

STRUCTURAL WOODEN PANEL WITH MUTUAL CONNECTION OF ELEMENTS

1. Паркетное напольное покрытие со взаимным соединением элементов, содержащеепервую панель, включающуюмножество длинных досок, каждая из которых имеет длину, большую, чем ее ширина, это множество длинных досок расположено поочередно в продольном и поперечном направлениях, при этом длина поперечно направленных длинных досок разделяется пополам прилегающими продольными длинными досками по повторяющейся схеме;множество квадратных досок, каждая из которых имеет длину, приблизительно равную ширине длинных досок, размещаемых на каждом углу пересечения между продольными и поперечными длинными досками;вторую панель, включающуюмножество длинных досок, каждая из которых имеет длину, большую, чем ее ширина, это множество длинных досок расположено поочередно в продольном и поперечном направлениях, при этом длина поперечно направленных длинных досок разделяется пополам прилегающими продольными длинными досками по повторяющейся схеме;множество квадратных досок, каждая из которых имеет длину, приблизительно равную ширине длинных досок, размещаемых на каждом углу пересечения между продольными и поперечными длинными досками; исоединительный блок, который соединяет первую панель со второй панелью, состоящий из множества длинных досок, каждая из которых имеет длину, большую, чем ее ширина, это множество длинных досок расположено поочередно в продольном и поперечном направлениях, при этом длина поперечно направленных длинных досок разделяется пополам прилегающими продольными длинными досками по повторяющейся схеме;при этом соединительный блок сопрягается с соответствующими противоположными сторонами первой РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2013 157 245 A (51) МПК E04F 15/02 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2013157245/03, 05.10.2012 (71) Заявитель(и): ЕФРОС Анатоли (US) Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): ЕФРОС Анатоли (US) 09.11.2011 US 13/293,009 (85) Дата начала рассмотрения заявки ...

Modified wood products and manufacturing methods for the products

本発明は、リグニン分解生成物に基づく低分子量樹脂で木材が処理される、改質木材製品の製造方法に関する。本発明はまた、前記方法を使用して製造された改質木材製品に関する。

Building

FIELD: construction. SUBSTANCE: building with a rectangular horizontal projection contains several small rooms at one side, and on the other side - one large room, and a passage between them. Ceiling crossbars in the area of small rooms are aligned towards a longitudinal length of the building, and ceiling slabs in the area of the large room are aligned across the transverse length of the building. Small rooms are separated with bearing intermediate walls and two outer bearing walls. Between small rooms and the room of the building there is a bearing longitudinal wall. The outer bearing wall located near small rooms is not a bearing wall. The outer wall at the side of the small room is a bearing wall. EFFECT: reduced material intensity of a building. 14 cl, 8 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 477 356 (13) C2 (51) МПК E04H 1/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21)(22) Заявка: 2010102257/03, 26.02.2009 (24) Дата начала отсчета срока действия патента: 26.02.2009 (73) Патентообладатель(и): ВОЛЬФ МОДУЛЬ ГМБХ (AT) R U Приоритет(ы): (30) Конвенционный приоритет: 03.03.2008 AT GM128/2008 (72) Автор(ы): ВОЛЬФ Йоханн (CH) (43) Дата публикации заявки: 10.04.2012 Бюл. № 10 C 2 2 4 7 7 3 5 6 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 04.10.2010 (86) Заявка PCT: AT 2009/000079 (26.02.2009) R U C 2 (56) Список документов, цитированных в отчете о поиске: КИМ Н.Н. и др. Архитектура гражданских и промышленных зданий. - М.: Стройиздат, 1987, с.38, 39, рис.26. RU 2071533 C1, 1997. Металлические конструкции./ Под. ред. Е.И. БЕЛЕНЯ. - М.: Стройиздат, 1976, с.146, 147. Конструкции гражданских зданий./ Под ред. М.С. ТУПОЛЕВА. - М., 1968, с.14, 15, 52-54. JP 2004076273 A, 11.03.2004. (54) ЗДАНИЕ (87) Публикация заявки РСТ: WO 2009/108973 (11.09.2009) Адрес для переписки: 129090, Москва, ул.Б.Спасская, 25, стр.3, ООО "Юридическая фирма Городисский и Партнеры", пат.пов. А.В.Мицу, рег.№ 364 (57) ...

MODIFIED WOOD PRODUCT AND METHOD OF MANUFACTURING THE SAME PRODUCT

РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2020 121 393 A (51) МПК B27K 3/50 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2020121393, 18.12.2018 (71) Заявитель(и): СТОРА ЭНСО ОЙЙ (FI) Приоритет(ы): (30) Конвенционный приоритет: 22.12.2017 SE 1751636-0 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 22.07.2020 (86) Заявка PCT: (87) Публикация заявки PCT: WO 2019/123230 (27.06.2019) A Адрес для переписки: 129090, Москва, ул. Большая Спасская, 25, стр. 3, ООО "Юридическая фирма Городисский и Партнеры" R U (57) Формула изобретения 1. Способ получения модифицированного древесного продукта, включающий стадии а) получения лигнина; b) разложения лигнина на продукты расщепления лигнина; с) фракционирования продуктов расщепления лигнина; d) выбора одной или нескольких фракций продуктов расщепления лигнина; е) необязательного химического модифицирования выбранных продуктов расщепления лигнина; f) получения фенолформальдегидной смолы, содержащей необязательно химически модифицированные продукты расщепления лигнина; g) обработки древесины фенолформальдегидной смолой, содержащей необязательно химически модифицированные продукты расщепления лигнина, для получения модифицированного древесного продукта. 2. Способ по п. 1, где лигнин разлагают при использовании гидроксида натрия в качестве катализатора или при использовании катализатора и сверхвысокочастотной энергии. 3. Способ по п. 1 или 2, где продукты расщепления лигнина являются химически модифицированными до проведения стадии с) в результате гидроксиметилирования. 4. Способ по любому из пп. 1-3, где древесина характеризуется уровнем Стр.: 1 A 2 0 2 0 1 2 1 3 9 3 (54) МОДИФИЦИРОВАННЫЙ ДРЕВЕСНЫЙ ПРОДУКТ И СПОСОБ ПРОИЗВОДСТВА УПОМЯНУТОГО ПРОДУКТА 2 0 2 0 1 2 1 3 9 3 IB 2018/060226 (18.12.2018) R U (43) Дата публикации заявки: 24.01.2022 Бюл. № 3 (72) Автор(ы): ФЛЕКЕНШТАЙН, Марко (DE), БИЗИКС, Владимирс (DE), МИЛИТЦ, Хольгер (DE), МАЙ, Карстен (DE), МАЙЕС, ...

A wooden panel

Holzbautafel für Decken oder Wände eines Raumes, die als selbsttragendes Konstruktionselement ausgebildet und in Gebrauchsstellung mit Schallabsorptionsmitteln versehen ist, wobei die Holzbautafel mehrere, zumindest teilweise durch rostartig angeordnete Einzelelemente gebildete, miteinander verbundene Schichten aufweist, wobei innerhalb der Schichtanordnung Zwischenräume (4) vorgesehen sind, und wobei diese Zwischenräume (4) zumindest teilweise mit Schallabsorptionsmaterial (5) gefüllt sind, dadurch gekennzeichnet, dass die innerhalb der Schichtanordnung vorgesehenen Zwischenräume (4) dem Innenraum (6) zugewandte Öffnungen (14) aufweisen, wodurch das Schallabsorptionsmaterial zum Innenraum hin offen liegt, dass die Holzbautafeln (1) eine dem Innenraum (6) zugewandte Außenschicht (7) aus zueinander seitlich beabstandeten Einzelelementen (8) hat, an die sich eine Zwischenschicht (9) aus parallel zu den Außenschicht-Elementen (8) verlaufenden, etwa mittig auf diesen angeordneten, schmaleren Einzelelementen (10) anschließt, zwischen denen sich die Zwischenräume (4) für das Schallabsorptionsmaterial (5) befinden, und dass die Einzelelemente (10) der Zwischenschicht (9) durch kreuzweise zu dieser Zwischenschicht (9) angeordnete, zueinander beabstandete Einzelelemente (12) einer... A wooden panel for ceilings or walls of one Room, which is designed as a self-supporting construction element and is provided in the position of use with sound absorbers, wherein the wooden building board several, at least partially by rusty arranged individual elements has formed interconnected layers, wherein intermediate spaces (4) are provided within the layer arrangement, and these spaces (4) are at least partially filled with sound absorbing material (5), characterized in that within the layer arrangement provided intermediate spaces (4) the interior (6) facing openings (14), whereby the sound absorbing material to the interior is open, that the wooden boards (1) a the interior (6) facing ...

DEVICE FOR 30 MINUTE FIRE PROTECTION OF RESIDENTIAL SPACE FLOORS

1. Конструкция для жилых зданий, содержащая пол, закрепленный на легковесных балках, подверженных раннему разрушению после воздействия огня, расположенного в пространстве под этим полом, систему удлиненных стальных основных Т-образных деталей, подвешенных под балками, причем Т-образные детали расположены параллельно друг другу и на номинальном расстоянии друг от друга, составляющем 2′, и содержат верхнюю укрепляющую выпуклость, центральное вертикальное ребро, проходящее по направлению вниз от укрепляющей выпуклости, и горизонтальный выступ, проходящий сбоку от обеих сторон ребра, гипсокартонные панели, расположенные на верхних поверхностях выступов смежных пар Т-образных деталей, ширина гипсокартонных панелей меньше расстояния между центрами Т-образных деталей, а длина большей части панелей составляет по меньшей мере 8′.2. Конструкция по п.1, в которой Т-образные детали решетки проходят через область, размер которой больше, чем длина одной гипсокартонной панели, и дополнительную панель, выполненную в паре с гипсокартонной панелью.3. Конструкция по п.2, в которой поперечная Т-образная деталь расположена между концами спаренных гипсокартонных панелей для перекрывания области стыка между этими концами.4. Конструкция по п.1, которая содержит угольник крепления стены по периметру пространства, защищенного гипсокартонными панелями, причем угольник крепления стены содержит сгибаемый кляммер, выбитый из вертикальной ножки угольника крепления стены.5. Конструкция по п.4, в которой Т-образные детали прикреплены к соответствующим сгибаемым кляммерам посредством самонарезающих винтов.6. Способ защиты легковесных � РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E04B 5/12 (13) 2013 145 852 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2013145852/03, 12.03.2012 (71) Заявитель(и): ЮНАЙТЕД СТЭЙТС ДЖИПСУМ КОМПАНИ (US) Приоритет(ы): (30) Конвенционный приоритет: 23.03.2011 US 13/069,445 (85) Дата начала рассмотрения заявки PCT ...

Prefabricated floor supporting structure with beams (options)

РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2020 115 354 A (51) МПК E04B 5/04 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2020115354, 04.05.2020 (71) Заявитель(и): Кноп Евгений Данилович (RU) Приоритет(ы): (22) Дата подачи заявки: 04.05.2020 (43) Дата публикации заявки: 08.11.2021 Бюл. № 31 (72) Автор(ы): Грищенко Сергей Евгеньевич (RU) Стр.: 1 A 2 0 2 0 1 1 5 3 5 4 R U A (57) Формула изобретения 1. Сборная несущая конструкция перекрытия, включающая в себя, по меньшей мере, один лежень, выполненный из деревянного бруска, предварительно установленный на фундамент возводимого здания, закрепленную к нему, по меньшей мере, одну балку периметра двутаврового сечения, к которой закреплено некоторое количество балок перекрытия двутаврового сечения, а вместе их соединения установлена связывающая конструкция, состоящая из стеновой балки двутаврового сечения, двух боковых связывающих накладок, выполненных из деревянных брусков одинакового размера, закрепленных по обеим сторонам боковой части полки стеновой балки двутаврового сечения с одной стороны, причем, как снизу, так и сверху стеновой балки, а также дополнительного деревянного бруска, закрепленного на задней части полки двутавровой стеновой балки с другой стороны, где соединение дополнительного деревянного бруска и полки стеновой балки двутаврового сечения обеспечивается соединением шип-паз, в котором шпон, проложенный в пазах, обеспечивает склейку элементов, при том, что длина шпона равна длине полки стеновой балки двутаврового сечения, а длина бруса достаточна для того, чтобы образовался захлест его верхней части на перекрытие этажа следующим выше, а нижняя часть бруса могла быть закреплена, как с балкой периметра двутаврового сечения, так и с лежнем, при том, что стенки всех балок двутаврового сечения являющихся частью данной конструкции выполнены из ЦСП, а их полки из деревянных брусьев. 2. Устройство по п. 1, отличающееся тем, что связывающая конструкция ...

ADVANCED DESIGN BEAM, CONSTRUCTION SYSTEM USING THE SPECIFIED ADVANCED BEAM AND DESIGN METHOD

1. Конструкционная балка (1) для конструирования строительных систем или конструкций (S), содержащая первый и второй конец (11′), причем указанная конструкционная балка (1) отличается тем, что она включает один или несколько крепежных элементов (12, 12′, 12″, 12″′) по меньшей мере на одном из указанных концов (11′), установленных в продольном направлении в указанную конструкционную балку (1).2. Конструкционная балка (1) по п. 1, отличающаяся тем, что включает указанные крепежные элементы (12, 12′, 12″, 12″′) с каждого конца (11′).3. Конструкционная балка (1) по любому из предыдущих пунктов, отличающаяся тем, что указанные крепежные элементы (12, 12′, 12″, 12″′) прикреплены к указанной конструкционной балке (1) слоем (13) эпоксидной смолы.4. Конструкционная балка (1) по п. 1 или 2, отличающаяся тем, что указанные крепежные элементы включают стержни (12′).5. Конструкционная балка (1) по п. 4, отличающаяся тем, что указанные стержни (12′) изогнуты, так чтобы иметь L-образную форму.6. Конструкционная балка (1) по п. 1 или 2, отличающаяся тем, что указанные конструкционные элементы включают резьбовые стержни (12″), обеспеченные соответствующей стопорной гайкой (12″′).7. Конструкционная балка (1) по п. 1 или 2, отличающаяся тем, что содержит выемку (14) на одном или на обоих концах (11′).8. Конструкционная балка (1) по п. 1 или 2, отличающаяся тем, что включает соединения (15), закрепленные на наружной поверхности.9. Конструкционная балка (1) по п. 1 или 2, отличающаяся тем, что она выполнена из дерева и/или ламинированных или цельных деревянных брусьев.10. Строительная система (S) включающаяжелезобетонный каркас (2, 6, Т),множество конструкционных балок (1), как определено в любом из пп. 1-9, РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E04B 1/26 (13) 2014 125 844 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2014125844, 26.11.2012 (71) Заявитель(и): БИЛДИЗАЙН. С.Р.Л. (IT) Приоритет(ы): (30) Конвенционный ...

Under deck fastening system

A deck fastening system includes an underdeck elongated fastening clip. Such clip is in the form of an elongated metallic sheet of a predetermined width. The clip has a profile defined by a fastening flange, and a depending facia projecting at right angles to the fastening flange from the leading edge thereof, which terminates in an intersecting valley. An angularly upwardly-extending track projects from the intersecting valley at the lower end of the depending facia. A washer flange extends outwardly from the leading edge of the angularly-upwardly-extending track.

Structural assembly system

본 발명은 무거운 구조물의 부착 시스템에 관한 것으로, 특히 분해 가능한 큰 유닛들을 구비한 시스템과 이 유닛들에 관한 것이다. 구조적 조립체의 구조적 부재(14,16,18) 사이의 넓고 단단한 접촉면에 걸쳐있는 후크 및 루프(27,29)로 구성되어 서로 맞물릴 수 있는 체결구들이 부착된 구조적 조립체들은 건축산업에서 : 콘크리트를 부어넣는 임시 거푸집; 가공면을 영구설치하기 위한 콘크리트 구성부품들; 및 장선, 서브플로어, 바닥 덮개층 등으로 구성되는 조립식 바닥 및 벽 시스템에 이용된다. 인조 후크 및 루프 부착시스템을 사용하면 특히 임시 거푸집을 이용할 때 시간과 노력 및 재료가 상당히 절약된다. FIELD OF THE INVENTION The present invention relates to attachment systems for heavy structures, and more particularly to systems with large degradable units and to these units. Structural assemblies consisting of hooks and loops 27,29 spanning a wide, rigid contact surface between structural members 14, 16, 18 of the structural assembly and with fasteners capable of engaging with each other are used in the construction industry: Pour-in temporary dies; Concrete components for permanent installation of machined surfaces; And prefabricated floor and wall systems comprised of joists, subfloors, floor covering layers, and the like. The use of artificial hook and loop attachment systems saves considerable time, effort and material, especially when using temporary formwork.

Wood member joint structure

Composite decking material and methods associated with the same

A construction member includes a composite material offering strength and functionality. Embodiments of the present invention include a thermoplastic composite for use in applications such as decking, exterior siding, seating and furniture. In one embodiment, a structural member includes a glass-reinforced PVC core surrounded by a thermoplastic layer that further includes a thermoplastic with elastomer thermofoamed layer as a exterior layer. All three components can be extruded and bond together to form a composite material that offers appropriate structural strength with resistance to heating from sunlight.