171results about "Trusses" patented technology

The application relates to the field of building steel structure heat preservation, in particular to a steel structure system internal heat preservation system, which comprises a steel beam cold bridge heat preservation structure, the steel beam cold bridge heat preservation structure comprises an inside beam heat preservation structure, the inside beam heat preservation structure comprises a bonding agent layer, a foam glass layer, a troweling mortar layer and a fixing assembly, the bonding agent layer is used for pasting the foam glass layer on the inside of the steel beam, the troweling mortar layer is attached to the outside of the foam glass layer, the fixing assembly comprises a first connecting part and a second connecting part, the first connecting part penetrates into the inside beam heat preservation structure and is fixed on the inside of the steel beam, and the second connecting part is connected to the first connecting part and abuts against the troweling mortar layer. The application realizes the application of the foam glass layer in the steel structure through the pasting method, the foam glass is fixed through the special fixing assembly, the scheme does not need to damage the foam glass, and therefore the heat preservation performance of the steel structure is improved.

The application discloses a replaceable connecting node function recoverable steel pipe recycled concrete frame, which comprises two steel pipe recycled concrete columns and a steel beam located between the two steel pipe recycled concrete columns, and the bottom of each side surface of the steel pipe recycled concrete column is connected with an ear plate, and the bottom of each steel pipe recycled concrete column is connected with a foundation slab, and the replaceable connecting node function recoverable steel pipe recycled concrete frame further comprises a plurality of weakened steel plate dampers, each of which is connected with the foundation slab and the ear plate through bolts, a plurality of prestressed tendons are connected between the upper part of each steel pipe recycled concrete column and the end of the steel beam through bolt anchoring, a fishbone block is connected on each prestressed tendon, and an L-shaped connecting plate is further connected between the upper part of each steel pipe recycled concrete column and the end of the steel beam. In an earthquake, the weakened steel plate dampers, the ear plates and the prestressed tendons can all play a role in energy dissipation, and the structure is connected through bolts, so that the frame can be replaced in time when the structure is damaged and fails, thereby effectively reducing the maintenance cost of the frame and prolonging the service life of the frame.

This invention relates to a sealed support profile with a built-in segmented, encapsulated moisture-absorbing medium and its manufacturing process, belonging to the field of composite building material profile production technology. This profile is made from composite fiber raw materials through room-temperature extrusion using a specially customized mold, followed by simultaneous gluing and shaping. The internal hollow cavity contains segmented, independently wrapped rod-shaped moisture-absorbing media made of non-woven fabric, with expansion space reserved during sealing. A microporous membrane combined with end-sealing forms a multi-layered moisture-proof structure. The product is divided into ordinary heat-insulating and fire-resistant heat-insulating types according to the base material formulation; the appearance color is purely decorative. This invention enables integrated continuous production, eliminating the need for secondary opening and filling. Defective products can be crushed and recycled, effectively solving problems such as easy deformation, media expansion damaging the profile, complex processes, and inconvenient functional identification in existing products. It has significant advantages such as stable structure, moisture resistance and durability, energy saving and labor saving, and cost reduction and efficiency improvement.

The present disclosure relates to a method for assembling a truss pillar (16) comprising a plurality of monolithic truss modules (2), each of the truss modules (2) comprises at least three hollow frame elements (4) extending in a first longitudinal direction (L), and stiffening rods(14) integrally connecting the hollow frame elements (4), wherein the hollow frame elements (4), preferably each, have at least one external groove (6) and a receiving space (8) extending in the first longitudinal direction (L); the method comprising the steps: Lining up the truss modules (2) in the first longitudinal direction (L) directly adjacent to one another, with the hollow frame elements (4) of the truss modules (2) aligned to form continuous receiving spaces (8) and the external grooves (6) of each truss module (2) aligned to form at least one continuous groove (6); Inserting of a tube element (34) into each of receiving spaces (8) in the first longitudinal direction (L); Positioning of a first connection device (18) on a first end in the longitudinal direction (L) of the truss pillar (16) and a second connection device (20) on a second end in the longitudinal direction (L) of the truss pillar (16), which is located opposite of the first end in the longitudinal direction (L), whereby openings (27) of truss coupling portions (26) of the first connection device (18) and of the second connection device (20) are positioned in extension with the receiving spaces (8) in such a way that the tube elements (34) are fixed to the truss coupling portions (26) and the truss modules preferably locked in the first longitudinal direction (L); Inserting a banner, preferably a silicone edge graphics, in the continuous groove (6) in the first longitudinal direction (L). The present disclosure further relates to the truss module (2) for said method.

The present application relates to a kind of prestressed stiff beam segmented tension construction method, it relates to the technical field of construction, it includes prestressed stiff beam construction according to subarea advancement, in turn complete support formwork support setting, prestressed beam and non-prestressed beam steel banding.Deepening design stage optimization beam-column joint and stiff column structure, adjust beam-column reinforcement arrangement, avoid prestressed pipe and steel member collision, clear prestressed tendon burying and tensioning space.Prestressed construction stage embedded bellows, wear bundle and reserve grouting exhaust hole, after acceptance grouting concrete.When strength reaches standard, complete equipment calibration, quality detection and platform erection, to cantilever beam segmented tension and check elongation, implement over-tension anchoring.Tensioning in time hole grouting, seal anchor, realize prestressed tendon and concrete integrated combination, complete prestressed stiff beam forming construction.The present application can improve the construction quality of cantilever prestressed beam.

A conveyor system for translating objects is disclosed, each object with vertical protrusions extending upward and / or downward from one or more sides of the object. The conveyor system can accommodate structural members such as roof truss members, on which connector plates are affixed and from which the connector plates protrude vertically up, down, or both. The conveyor system may have a slide or some other support for the objects. The slide or other support may be narrow. The slide or other support can be tall, relative to an object. The conveyor system may have an engagement tool driven by an overhead carriage to translate the objects along the slide or other support. The engagement tool may be narrow. The engagement tool can be tall, relative to an object.

This application provides a track beam device for a multi-level parking garage and the multi-level parking garage itself. The track beam device includes an upper track beam, which in turn includes an H-shaped steel main beam; a pair of H-shaped steel secondary beams located on both sides of the H-shaped steel main beam, with the upper and lower surfaces of the pair of H-shaped steel secondary beams forming a first track surface and a second track surface, respectively; and a plurality of reinforcing units evenly spaced between the H-shaped steel main beam and the pair of H-shaped steel secondary beams along the extension direction of the H-shaped steel main beam, and connected to both the H-shaped steel main beam and the pair of H-shaped steel secondary beams. This application, through the parallel arrangement of the H-shaped steel main beam and the two H-shaped steel secondary beams, enables the upper track beam to form a composite beam structure, thereby significantly improving the lateral stiffness and bending resistance of the upper track beam and evenly distributing the dynamic load of the vehicle platform.

The present application relates to the technical field of wood component repair and reinforcement, and in particular to a wood component repair and reinforcement device and method. The wood component repair device comprises crack-preventing prefabricated components, rigid reinforcing strips and rigid connecting members. The crack-preventing prefabricated components are in multiple groups and are respectively used to be clamped into clamping grooves on both sides of a crack groove of the wood component, and at least two groups of the crack-preventing prefabricated components are arranged at intervals along the length direction of the crack groove. The crack-preventing prefabricated components comprise limiting members which cooperate with limiting recessed areas on the groove walls of the clamping grooves to prevent the crack-preventing prefabricated components from sliding out of the clamping grooves. The crack-preventing prefabricated components on both sides of the crack groove are connected through the rigid connecting members, and the rigid reinforcing strips are connected with the crack-preventing prefabricated components arranged along the length direction of the crack groove. The wood component repair and reinforcement device and method provided by the present application not only conform to the repair principle of making the old look like the old for the wood component, but also can limit the continuous cracking of the cracks and enhance the bending and shearing resistance of the wood component.

To provide a foundation structure and construction method that can improve quality by reducing the labor involved in setting up and removing formwork, eliminating or reducing the labor required for reinforcing beams. [Solution] The construction method for the foundation structure includes a support leg installation step of forming two rows of support legs 60A by embedding the lower parts of multiple support legs 60 for leveling in lean concrete; a reinforced precast concrete slab installation step of placing and fixing a pair of reinforced precast concrete slabs 50 on the two rows of support legs 60A with parts of the corresponding reinforcing bars 10 of each crossing each other and a gap S1 between them; a reinforcement placement step of arranging reinforcement bars 18 for the pressure slab within the height range of the support legs 60; and a concrete pouring step of pouring concrete for the pressure slab in the lower gap S2, pouring concrete for the foundation beam in the gap S1 to construct the pressure slab 80 and the foundation beam 100 which is a half-precast beam, and constructing the foundation structure 200.

A self-resetting seismic-resistant infill wall frame structure based on topological interlocking utilizes topologically interlocking curved surfaces as the assembly connection surfaces of the prefabricated frame structure. Instead of using grouting and cast-in-place bonding, the assembly connection surfaces employ a direct, non-adhesive bonding method. The two assembled topologically interlocking curved surfaces have an interlocking function, allowing for a certain degree of minor displacement under external forces and achieving frictional energy dissipation, significantly reducing stress and thus greatly minimizing structural damage caused by earthquakes or external forces. The topologically interlocking surfaces restrict the mutual displacement of components at the connection interface, improving the shear resistance of the prefabricated building components after installation. Furthermore, under the action of the topologically interlocking surfaces, it possesses excellent self-resetting function, automatically resetting after an earthquake.

Disclosed is an assembly method of a long-span truss, relating to the field of construction engineering. The method includes the following steps: column-top trusses are pre-assembled at column tops of structural columns. Middle trusses are assembled on platforms between adjacent structural columns. Column-top hydraulic lifting devices are installed on the column-top trusses. Hoisting points are provided at both ends of the middle truss. The column-top hydraulic lifting devices are connected to corresponding hoisting points. The middle truss is lifted to a design height. The middle truss is connected to the column-top truss. The column-top hydraulic lifting devices are dismantled.

A building construction stud and sheathing panel are affixed together by at least one fastener. A stud end cap terminates the stud. The stud has an outer wall that defines a pair of plastic sheathing faces and first and second side walls, and at least one longitudinally extensive void space. At least one fastener anchoring and structurally reinforcing member is contained substantially within the interior of the stud outer wall. In some embodiments, the fastener anchoring and structurally reinforcing member comprises a plurality of longitudinally extensive stud wall ribs protruding internally from the first sheathing face. In other embodiments, cell dividers are provided that are parallel with and spaced slightly from the first and second sheathing faces. In yet other embodiments, internal reinforcing members define an "X"-geometry within the cells. These fastener anchoring and structurally reinforcing members are configured to increase stiffness and strength, and also enhance fastener engagement.

The utility model relates to the technical field of concrete prefabricated part, especially to an anti-permeation concrete prefabricated part, which comprises a concrete prefabricated part body, a reinforcing mesh frame is arranged in the concrete prefabricated part body, a heat preservation layer is arranged on the outer side of the concrete prefabricated part body, a waterproof layer is arranged on the outer side of the heat preservation layer, an outer concrete layer is arranged on the outer side of the waterproof layer, an anti-permeation layer is arranged on the outer side of the outer concrete layer, the heat preservation layer is made of thermal insulation cotton material, the waterproof layer is made of waterproof roll material, the outer concrete layer is made of waterproof concrete material, and the shape structure of the concrete prefabricated part body is designed as a cube structure. The waterproof layer, the outer concrete layer and the anti-permeation layer can form a three-layer waterproof structure on the outer side of the concrete prefabricated part body, the possibility of water entering the concrete body is reduced, and thus the anti-permeation property of the whole concrete prefabricated part body is improved.

The invention relates to the technical field of composite material structural members, in particular to a design and construction method for recycling GFRP rib concrete beams of retired fan blades. A recycled GFRP (glass fiber reinforced plastic) reinforced concrete beam for retired fan blades comprises a concrete beam body, the bar framework is arranged in the concrete beam body and comprises at least two GFRP longitudinal stress bars arranged in the length direction of the concrete beam body and GFRP stirrups fixedly connected with the GFRP longitudinal stress bars and arranged in the length direction of the concrete beam body at intervals; wherein the GFRP longitudinal stress bars and the GFRP stirrups are all made of waste fan blade composite materials through mechanical recovery. The mechanically recycled GFRP rib material is used for replacing a traditional steel bar to serve as a stress bar of a concrete beam body, the environment pressure brought by large-scale composite material waste can be effectively relieved through recycling of the retired fan blade, conversion from a retired material of new energy equipment to a structural engineering material is achieved, and development of low-carbon circular economy is promoted.

The utility model discloses a large tonnage self -balancing steel -concrete structure pre -stressed prestress tension crossbeam belongs to building construction technical field, has solved the problem of the present pre -stressed steel -concrete prestressed steel beam because of the oil cylinder and the jack is bigger, and the steel quantity is high, makes the area of production occupies the ground. The utility model discloses two tensioning plates of opposite setting, two tensioning plate bottom fixed on the bottom plate, two tensioning plate both ends are equipped with side edge reinforcing plate respectively, and the bottom of side edge reinforcing plate is fixedly connected with the bottom plate, and a plurality of tensioning holes corresponding are equipped on two tensioning plates, and tensioning pipe is equipped between the tensioning hole corresponding, and a plurality of ground anchors are equipped on the bottom plate, and the ground anchor is fixed with the pouring pool ground. The utility model discloses simple structure, stable operation can be set up flexibly according to the need of the scene, effectively reduces the original pre -stressed steel -concrete prestressed steel beam production area, improves the performance of steel -concrete prestressed steel beam simultaneously, has very strong popularization.

The utility model belongs to the technical field of fabricated building, especially relates to a kind of fabricated beam, board and the binding structure for the reinforcing bar in fabricated beam, board inside.The first connecting piece in the limiting assembly of the binding structure includes the first sleeve pipe for being used to set in reinforcing bar and the second sleeve pipe for being used to set in the limiting rod in limiting assembly, limiting rod is used to connect reinforcing bar.The beam, board include binding structure, beam and board, and the reinforcing bar in the beam or the board is fixed by multiple limiting assemblies, when fixing, the first sleeve pipe is set in reinforcing bar outside, and limiting rod is connected multiple reinforcing bars by multiple second sleeve pipes in reinforcing bar outside.Thereby, the utility model realizes that construction personnel is constructed conveniently, and error is not prone to appear, substantially improve the stability of beam, board inside reinforcing bar, simultaneously, first connecting piece substantially reduces the time of stirrup two two use wire connection, reduces work intensity, to improve construction efficiency.

The invention relates to a wall stud (2) for a dry construction structure, comprising a web (10) on which a first fastening flange (11a) is arranged, wherein the web (10) comprises a first side (49) and a second side (50), wherein the first side (49) and the second side (50) face in opposite directions, wherein the first fastening flange (11a) comprises a free end on the first side (49) of the web (10), wherein the wall stud (2) comprises a first and a second profile part (19, 20), wherein the first profile part (19) comprises a first web section (21) of the web (10) and the first fastening flange (11a), wherein the second profile part (20) comprises a second web section (22) of the web (10), wherein the first profile part (19) is connected to the second profile part (20) via a bridge (23). The invention is characterized in that the wall stud (2) is configured for connecting to a mounting element (1) comprising a first connection part (4), the wall stud (2) having a receiving section (16) for receiving the first connection part (4) of the mounting element (1), wherein the receiving section (16) is on the second side (50) of the web (10). The invention further relates to a dry construction system (41) and a dry construction wall (42) having such a wall stud (2), as well as to a method for erecting a dry construction wall (42).

The application discloses a wing-shaped multi-element steel structure system and a mounting method thereof, which comprises a frame system arranged on a ground foundation; a parallel load wing type large-span cantilever truss structure system arranged outside the frame system in a wing shape; and a Chinese character type shaped steel large-span special-shaped shell structure roof truss arranged between the frame system and the parallel load wing type large-span cantilever truss structure system and connected with the frame system and the parallel load wing type large-span cantilever truss structure system. The frame, the shell structure, the load wing type truss structure and other multi-element structures are combined to form a new structure with a large-span, open space and a unique shape, to provide a stable vertical support and a lateral force resisting system, the shell structure has a large space function, and compared with the truss structure, the shell structure has a small steel consumption and a low cost, and the load wing type truss structure has a unique shape similar to a wing and an eagle wing, can efficiently realize a huge column-free cantilever space and meets the demand of modern buildings for a large-span, open space and a free form.

The utility model relates to a kind of glued laminated timber combined hollow beams, belong to wood structure technical field, including two glued laminated timber boards corresponding from top to bottom, two web plates are fixedly connected between two glued laminated timber boards, two glued laminated timber boards and two web plates constitute combined hollow beam main body, connecting assembly is provided in the combined hollow beam main body;The connecting assembly includes first connecting plate and second connecting plate respectively arranged in the two sides of combined hollow beam main body, the end of first connecting plate and second connecting plate away from each other is all provided with inclined plane board, and the inside of first connecting plate and second connecting plate is inserted with two locating shafts.The glued laminated timber combined hollow beam, the quick fixing of adjacent combined hollow beam main body is realized, installation is convenient, provide convenience for construction, solve the problem that the two combined hollow beams of adjacent cannot be quickly connected and fixed in the process of using the existing glued laminated timber combined hollow beam, cause the problem of construction inconvenience.

The utility model discloses a steel structure support beam relates to the field of building engineering. The support beam includes main support beam body, strengthens connecting piece and end fixed part. Main support beam body is the box type section, is welded from four high -strength steel sheets, and there is honeycomb stiffening rib in the inside, and the outer surface is galvanized by hot, strengthens connecting piece and contains intermediate connecting block and side wing connecting plate, and the adjacent support beam body is connected with high -strength bolt, and the contact surface has antiskid tooth pattern, and bolt is equipped with locknut and spring washer, and end fixed part contains fixed plate and anchor bolt, and fixed plate and beam body end welding, and there is rubber shock pad between with building foundation. The utility model effectively solves the problem of insufficient bearing capacity of the existing support beam, unstable connection and complicated installation and the like, and has the advantages of strong bearing capacity, stable connection, convenient installation, good corrosion resistance and the like.

The application provides a floor damping device, which comprises two groups of steel beams, a bearing table, a tuned mass damper and two suspension mechanisms. The two groups of steel beams are installed on the floor and are arranged at intervals. The bearing table is arranged between the two groups of steel beams. The tuned mass damper is installed on the bearing table. The suspension mechanisms are installed between the two groups of steel beams and the bearing table. The suspension mechanism comprises a first suspension seat, a suspension joint and a second suspension seat. The application also provides a construction method of the floor damping device, which comprises the following steps: drilling holes on the floor; installing the two groups of steel beams on the holes; installing the suspension mechanisms on the two groups of steel beams; clamping the bearing table between the two suspension mechanisms; welding the tuned mass damper to the surface of the bearing table; and covering the holes by using prefabricated plates. The floor damping device provided by the application can ensure that the vibration is stably transmitted between the steel beams and the bearing table, and has a good damping effect.

To provide a fire-resistant wooden structure that ensures fire resistance and offers excellent workability. [Solution] A fire-resistant wooden structure 1 used as a column or beam in a building comprises a wooden structural core 10 that supports the load, a first covering material 11 that covers the outer surface of the wooden structural core 10, and a second covering material 12 that covers the outer surface of the first covering material 11. The first covering material 11 contains organic fibers and has a water content of 6.0% or more derived from free water or crystal water, while the second covering material 12 has a water content of 3.0% or less derived from free water or crystal water. Furthermore, the first covering material 11 is made of either slag gypsum board or wood wool cement board, and the second covering material 12 is made of calcium silicate board.

The utility model discloses a curtain wall aluminum plate reinforcing rib relates to curtain wall technical field, including the reinforcing rib body of hollow structure, the cross section of reinforcing rib body is rectangular structure, reinforcing rib body has with the corresponding fixing surface of curtain wall aluminum plate back, and the middle part of fixing surface along the length direction is equipped with double -sided adhesive fixing area, and the both sides of double -sided adhesive fixing area are equipped with the symmetrical structure adhesive fixing area respectively, and the structure adhesive fixing area is equipped with the fixing boss protruding from fixing surface, and the fixing boss of double -sided adhesive fixing area both sides is symmetrical. The utility model has adopted the reinforcing rib of hollow rectangular structure, and has designed the fixing area of the structure adhesive of can make the unequal thickness on the fixing surface of reinforcing rib, can promote its bonding effect and anti -deformation structure with curtain wall aluminum plate while promoting reinforcing rib structure strength, solved the technical problem of the insufficient structure strength of existing reinforcing rib, and the bonding effect with curtain wall aluminum plate is poor, and can not digest heat expansion and cold shrinkage phenomenon well.

The utility model relates to a kind of truss type double-track track beam, it includes: truss main body, the truss main body includes upper chord, lower chord and the web system of connecting the upper chord and the lower chord;Double-track system, the double-track system includes two parallel tracks, the track is fixed on the top surface of the upper chord by high-strength bolt;Node connecting device, the node connecting device is used to connect the upper chord, lower chord and web system.The utility model adopts truss structure to combine double-track system, promote bending stiffness and lateral stability, while reducing dead weight and construction cost by modular design, realize the unity of efficient bearing under large-span load and architectural aesthetics.

The application discloses a reinforcing frame beam formwork structure for increasing the cross section of a beam, and belongs to the technical field of frame beam formworks. The reinforcing frame beam formwork structure comprises a steel frame assembly and a formwork assembly. The steel frame assembly is fixedly connected to the lower side of original beam steel bars and arranged in a rectangular frame, and is used for providing installation support for the formwork assembly. The steel frame assembly comprises a U-shaped hoop, an end reinforcing S-shaped bar, a bottom bar, a tension bar and a top flat steel hoop. The formwork assembly is used for pouring concrete for increasing the cross section of a beam, and comprises side plates, a bottom plate, vertical limiting plates, horizontal limiting plates and feeding members for feeding concrete. The formwork assembly wraps the steel frame assembly, the upper edges of the side plates are attached to the side surfaces of the original beam, and the formwork assembly is fixedly supported by external steel frames. The application has the advantages of reasonable structure, firm connection, accurate formwork positioning and convenient construction.

The application relates to a sectional steel beam structure and belongs to the technical field of steel structures, wherein the steel beam body comprises a starting section, a first intermediate section, a second intermediate section and a terminal section arranged in sequence on the right side of the starting section, and second engaging parts are fixedly connected to the right ends of the starting section, the first intermediate section and the second intermediate section. The steel beam body is divided into four sections, the first engaging part and the second engaging part at the end of each section are engaged when splicing, then the starting section, the first intermediate section, the second intermediate section and the terminal section are connected through first connecting assemblies and second connecting assemblies, the splicing of the steel beam body is completed, the steel beam body is divided into the starting section, the first intermediate section, the second intermediate section and the terminal section, and the splicing is matched through the first connecting assemblies and the second connecting assemblies to improve the connecting strength by mechanical engagement, the traditional integral structure is abandoned, the difficulty of single-piece transportation is reduced, the construction efficiency is improved, and the post-maintenance is facilitated.