12 results about "Gable" patented technology

The present application relates to the field of container for flowable solid particles, in particular to a kind of coal pit spherical net rack intermediate framework starting construction method.A kind of coal pit spherical net rack intermediate framework starting construction method, the net rack includes support, spherical net rack, roof purlin, support, tie rod and color steel plate, including S1.Lifting site processing;Its characterized in that: still include the following steps: S2.Support installation;S3.Assembled four-unit straight section installation;S4.Arc section installation;S5.Another side four-unit straight section installation;S6.Two sides longitudinal diffusion installation;S7.Gable closure installation;S8.Roof panel installation;S9.Steel structure painting.The present application is convenient for construction, safe and efficient.

The inventions relate to metallic structures for use in construction, and more particularly to profiles for use in cladding gables of buildings. A device for mounting cladding panels to a gable is made by profiling cold-rolled metals and comprises a web, and two flanges having bent ends; the rear flange is taller than the front flange, which has an S-shaped profile; the web is inclined at an angle of less than 90° to the perpendicular plane of the rear flange; the lower part of the profile has a U-shaped groove situated between the flanges; and the front bent end is wider along its length than the rear bent end. A method for mounting cladding panels to a gable comprises mounting the aforementioned device to a gable of a building, with the rear flange abutting the eave of the roof. The front and rear bent ends are then fastened to the surface of the gable. An edge part of a prefabricated cladding panel is introduced into the U-shaped groove, and the panel is secured. A new cladding panel is introduced into a locking part of the secured panel, the edge part of the new panel being inserted into the U-shaped groove and the panel being secured to the surface of the gable. The inventions make it possible to mount panels vertically, as well as to change the mounting direction of panels during the cladding process.

The present application belongs to the technical field of underground structure, and particularly relates to a kind of fast, non-excavation underground pipeline cover plate protection structure construction method.The underground pipeline cover plate protection structure designed by the present application comprises a plurality of steel pipe sleeves, prefabricated cover plates and impermeable double-layer geotextiles filled with high-compressibility granular materials;the steel pipe sleeves are vertically arranged on both sides of the pipeline as the support foundation of the prefabricated pipeline cover plates;the undersides of the prefabricated pipeline cover plates are provided with gables embedded in the upper openings of the steel pipe sleeves to fix the positions;the double-layer geotextiles are laid between the steel pipe sleeves on both sides of the pipeline to fix and prevent running and leakage.The construction includes site geological survey and site pressure test, calculation of the bearing capacity, specific length, spacing and quantity of the steel pipe sleeves;the gable positions and size of the undersides of the prefabricated cover plates are determined according to the quantity and spacing of the steel pipe sleeves;the construction is convenient, can greatly reduce the working surface and engineering quantity, shorten the construction time;and can effectively protect the safety of the pipeline at the same time.

This invention relates to a quick-installation reinforcement system and construction method for the gable walls of ultra-high steel structure factory buildings. The quick-installation reinforcement system includes wind-resistant columns and wind-resistant trusses spanning the wind-resistant columns. The wind-resistant trusses are formed by connecting upper chords, lower chords, and web members. The quick-installation reinforcement system includes: a truss support reinforcement assembly, comprising multiple sets of variable stiffness diagonal support units, each set being bolted and fixed to the corresponding upper and lower chords; and a truss reinforcement assembly, comprising: a lower chord composite reinforcement structure, covering the outer surface of the lower chord and extending to the outside of the connection node between the lower chord and the web members; and an external prestressed reinforcement structure for the lower chord, segmented along the length of the lower chord, with each segment anchoring multiple prestressed tendons circumferentially along the lower chord. This invention, through the combination of external support and double reinforcement, significantly improves the stiffness and load-bearing capacity of the wind-resistant truss, offering efficient construction and structural safety and reliability, and is suitable for the rapid reinforcement and renovation of gable walls of ultra-high steel structure factory buildings.

The application relates to a kind of based on frustum-symmetry combination socket type fast assembling tunnel segment, the segment includes annular surface connecting module consisting of gable and concave gable and longitudinal connecting module consisting of male joint and female joint, the annular surface of adjacent segment is connected by annular surface connecting module, the longitudinal surface of adjacent segment is connected by longitudinal connecting module, the gable, concave gable, male joint and female joint are all frustum, the side of the frustum is continuous surface.Gable, concave gable, male joint and female joint are all frustum, the side of the frustum is continuous surface, frustum can effectively reduce the bending moment, the side of the frustum is inclined surface and continuous, realize self-sealing by the wedge effect of inclined surface;At the same time, radial expansion force is generated, self-locking is realized, loosening caused by vibration is prevented, load is evenly distributed, there is no obvious stress concentration, both can bear large torque and impact load, and can also ensure the stability of long-term operation.

This antique-style building features a steel cable truss reinforced support structure, comprising steel gable wall support components, partition wall support components, and horizontal connecting purlins. The gable wall support components are erected on the inner side of the gable wall, while the partition wall support components are erected in the middle of the antique-style building. Horizontal connecting purlins are horizontally positioned between the gable wall and partition wall support components. Each gable wall support component includes an upper chord, steel columns, and node connectors; two upper chords are connected by node connectors to form an angled steel truss. Each partition wall support component includes an upper chord, lower chord, steel columns, and node connectors; two upper chords, as well as upper and lower chords, are connected by node connectors to form a triangular steel truss. Steel columns are erected below the front and rear ends of the angled and triangular steel trusses, with their bases fixed to underground concrete foundations. Addressing the need for column-free spaces in antique-style building renovations, a steel cable truss combined with steel columns and purlins provides both sufficient support strength and meets the requirements for column-free spaces.

The present application relates to the technical field of building structure reinforcing device, and particularly relates to a cantilevered gable temporary fixing device and a construction method, which comprises a middle connecting rod arranged horizontally between two cantilevered gable structures, and end head fixers arranged at the two ends of the middle connecting rod; the end head fixers are used for pulling and restraining the two cantilevered gable structures at the same elevation position; the end head fixer comprises a screw rod with two screw nuts, and two steel plates slidingly inserted into the screw rod and coaxially connected to the screw nuts near the wall body; the present application can accurately control the perpendicularity of the wall body by the layer-by-layer supporting construction method, realizes the layer-by-layer reinforcing and layer-by-layer supporting from bottom to top, has strong universality, is convenient to disassemble and assemble, and can be recycled and reused, significantly improves the construction continuity and economy, and effectively solves the collapse risk of the high cantilevered gable in the reinforcing process.

This invention relates to a quick-assembly and disassembly air-supported membrane gable, comprising a frame and a gable body. The frame is open at the end of the air-supported membrane body, and its outer edge is fixedly connected to the air-supported membrane body. The inner edge of the frame forms a main channel, which is closed by the gable body and equipped with a gable door. A strap fixing system is provided between the gable body and the frame, allowing for a detachable connection between the gable body and the frame. In this invention, the air-supported membrane gable is divided into a frame and a gable body. During daily use, access is through the gable door. When large equipment needs to be accessed, the strap fixing system can be used to separate and connect the gable body from the frame. After disassembly, the gable body can be deflated and removed. The entire process requires only one person and can be quickly assembled and disassembled without the assistance of mechanical equipment.

The application relates to a fast-mounting reinforcing system and a construction method for a super-high steel structure plant gable wall, the fast-mounting reinforcing system comprising a wind-resistant column and a wind-resistant truss connected to the wind-resistant column, the wind-resistant truss being formed by upper chords, lower chords and web members, the fast-mounting reinforcing system comprising: a truss support reinforcing assembly comprising multiple groups of variable-rigidity oblique support units, each group being fixedly connected to the upper chords and the lower chords; and a truss reinforcing and reinforcing assembly comprising: a lower chord composite reinforcing structure wrapped on the outer surface of the lower chords and extending to the outside of the connecting nodes of the lower chords and the web members; and a lower chord body external prestressed reinforcing structure arranged in segments along the length direction of the lower chords, each segment being anchored with multiple prestressed tendons along the circumferential direction of the lower chords. The application combines external support and double reinforcement to greatly improve the rigidity and bearing capacity of the wind-resistant truss, and the construction is efficient, the structure is safe and reliable, and the application is suitable for the rapid reinforcing and reconstruction of the super-high steel structure plant gable wall.

To provide a horticultural house with an end-face truss beam, which is capable of resisting wind pressure acting from the end-face direction of a connective horticultural house, which can also serve as a training beam, and which allows reduction of building costs.SOLUTION: A horticultural house with an end-face truss beam 8 is provided, wherein, below the valley portion of the end face of a connective house, an outer chord 8a of the end-face truss beam 8 is provided in the horizontal direction along the entire width of an end face 9 in contact with end columns 6, an inner chord 8b is disposed parallel to the outer chord 8a, and lattices 8c are arranged between the outer chord 8a and the inner chord 8b so as to form one or more consecutive triangles, symmetrically on both sides from the ridge center toward the valley and the sides, thus configuring the structure of the end-face truss beam 8 relative to the end face.SELECTED DRAWING: Figure 1

The present application relates to the technical fields of steel structure building, and discloses a steel structure building roof panel gable edge closing sliding combination structure, which comprises two supporting beams, the top ends of the two supporting beams are fixedly connected with a first cross beam, one side of the top surface of the first cross beam is fixedly connected with four second cross beams, the top ends of the four second cross beams are fixedly connected with a plurality of supporting rods, the top ends of the plurality of supporting rods are fixedly connected with color steel tiles, and the other side of the top surface of the first cross beam is fixedly connected with a channel steel. The roof panel gable edge closing can be installed by drilling tail screws, the operation steps are simple, and the roof panel gable edge closing can be disassembled and reassembled in the later period. The effect of preventing rainwater leakage can be achieved, the top ends of the three supporting plates are provided with second placing grooves, the square steel is placed in the three second placing grooves, the water spreading plate is stably placed on the outer wall of the square steel, and the square steel and the three supporting plates are fixedly connected through a plurality of tail screws.