U-shaped light steel structure system
Technical Field
The utility model belongs to the technical field of building structure, in particular to light steel construction system of U type.
Background
The existing cold-formed thin-wall light steel structure mainly comprises two main types of cold-formed thin-wall C-shaped steel and cold-formed thin-wall rectangular square steel tubes. Wherein, the former uses less steel and is fast to assemble and install; the defects are that the member web is continuous, the heat preservation and the fireproof treatment are difficult, the vertical load capacity is relatively poor, and the floor slab selection is limited. The latter columns and trusses are all formed by connecting pieces, so that the heat preservation and fire prevention treatment is relatively easy, the vertical load capacity is strong, and floor slabs are various in selection; the disadvantages are that the amount of steel used is relatively large and that assembly and installation is relatively slow.
SUMMERY OF THE UTILITY MODEL
The invention of the utility model aims to: aiming at the problems existing in the prior art, the U-shaped light steel structure system can simply and effectively solve the problems of heat preservation and fire prevention of the light steel structure, and can reduce the steel consumption, be assembled and installed quickly and have strong vertical load capacity.
The technical scheme of the utility model is realized like this: the utility model provides a U type light steel structure system which characterized in that: the U-shaped light steel wall truss structure comprises a U-shaped light steel wall framework, rectangular light steel ring beams and a U-shaped light steel floor truss, wherein a supporting part for supporting the horizontally arranged rectangular light steel ring beams is arranged at the upper end part of the U-shaped light steel wall framework, the rectangular light steel ring beams are arranged on the supporting part of the U-shaped light steel wall framework and are fixedly connected with the U-shaped light steel wall framework through beam column connecting fasteners to form a light steel framework, the U-shaped light steel floor truss is horizontally arranged in the light steel framework, and two end parts of the U-shaped light steel floor truss are fixedly connected with the rectangular light steel ring beams through beam connecting parts to form a U-shaped light steel structure system.
Light steel structure system of U type, it light steel wall skeleton of U type comprises the light steel stand subassembly of U type that wall body length direction arranged is followed by a plurality of groups, and the light steel stand subassembly of every group U type comprises the light steel stand unit of at least a set of U type, and the light steel stand unit of every group U type comprises two piece at least U type light steel stands of arranging along wall body thickness direction, links together through the light steel connecting piece of a plurality of rectangles between the light steel stand of two adjacent U types, the upper end of the light steel stand of two adjacent U types adopts the light steel supporting connecting piece of rectangle that has load-carrying capacity to connect, forms the bearing portion that is used for placing the light steel ring roof beam of rectangle.
Light steel structure system of U type, it light steel stand unit of U type comprises two light steel stands of U type, wall body thickness direction mutual disposition is followed to the open end of two light steel stands of U type, the both ends of the light steel connecting piece of rectangle and the light steel supporting connecting piece of rectangle insert to in the U-shaped recess of the light steel stand of U type to it is fixed to be connected with the light steel stand of U type through self-tapping screw.
Light steel structure system of U type, it the equidistant horizontal distribution of a plurality of rectangles in the light steel stand unit of every group U type along wall body direction of height.
Light steel structure system of U type, it the light steel support connecting piece of rectangle of the light steel stand unit upper end of U type forms the erection joint portion that is used for the light steel collar tie beam of rectangle to pass and support with the cooperation of beam column connection fastener, the light steel collar tie beam of rectangle arranges along wall body length direction to pass the erection joint portion of a plurality of U types light steel stand unit upper ends, and connect fixedly with the light steel stand of the U type that corresponds the light steel stand unit of U type through beam column connection fastener.
U type light steel structure system, it U type light steel floor truss comprises the U type light steel truss subassembly that a plurality of groups level were arranged, and every group U type light steel truss subassembly comprises at least a set of U type light steel truss unit, and every group U type light steel truss unit comprises two piece at least U type light steel truss girders of arranging along floor thickness direction, links together through the oblique web member of rectangle light steel between two adjacent U type light steel truss girders, the both ends of every group U type light steel truss unit are connected fixedly with corresponding rectangle light steel ring roof beam through the roof beam connecting piece respectively.
Light steel structure system of U type, it light steel truss unit of U type comprises two light steel truss girders of U type, the open end of two light steel truss girders of U type is along floor thickness direction mutual disposition, the oblique web member both ends of rectangle light steel insert to in the U-shaped recess of the light steel truss girder of U type to be connected fixedly through self-tapping screw and the light steel truss girder of U type.
U type light steel structure system, its many rectangles light steel diagonal web members that connect between two U type light steel truss girders wholly are continuous V-arrangement.
Light steel construction system of U type, it the light steel truss girder tip of two piece at least U types of the light steel truss unit of every group U type sets up the upper and lower both sides corresponding the light steel ring roof beam of rectangle respectively.
Light steel structure system of U type, it the roof beam connecting piece is L shape and vertical arrangement, a side of roof beam connecting piece is fixed with the end connection of the light steel truss unit of U type, and another side is connected fixedly with the terminal surface that corresponds the light steel ring roof beam of rectangle.
The utility model discloses a light steel wall skeleton of U type, the light steel ring roof beam of rectangle and the light steel floor truss rational distribution of U type and the mode of effective connection form the light steel construction system of U type, integrated the advantage of the light steel construction system of C type, rectangular to effectively overcome the defect that exists separately, relatively speaking the cost is lower, the time limit for a project is shorter, the performance is more excellent.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural view of the U-shaped light steel column unit of the present invention.
Fig. 3 is a schematic structural diagram of the U-shaped light steel truss unit of the present invention.
Fig. 4 is the utility model discloses well light steel ring roof beam of rectangle and the light steel stand connected node's of U type schematic diagram.
Fig. 5 is a schematic diagram of the connection node of the middle rectangular light steel ring beam and the U-shaped light steel truss beam.
The labels in the figure are: the light steel wall comprises a U-shaped light steel wall body framework 1, a U-shaped light steel upright post 1a, a rectangular light steel connecting piece 1b, a rectangular light steel supporting connecting piece 1c, a rectangular light steel ring beam 2, a U-shaped light steel floor truss 3a, a U-shaped light steel truss beam 3a, a rectangular light steel diagonal web member 3b, a beam column connecting clamping piece 4 and a beam connecting piece 5.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the following description is made in detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in fig. 1, a U-shaped light steel structure system includes a U-shaped light steel wall skeleton 1, a rectangular light steel ring beam 2, and a U-shaped light steel floor truss 3, wherein a support portion for supporting the horizontally arranged rectangular light steel ring beam 2 is provided at an upper end portion of the U-shaped light steel wall skeleton 1, the rectangular light steel ring beam 2 is disposed at the support portion of the U-shaped light steel wall skeleton 1 and is connected and fixed with the U-shaped light steel wall skeleton 1 through a beam column connecting fastener 4 to form a light steel frame, the U-shaped light steel floor truss 3 is horizontally arranged in the light steel frame, and two end portions of the U-shaped light steel floor truss are connected and fixed with the rectangular light steel ring beam 2 through beam connecting members 5 to form the U-shaped light steel structure system. The utility model provides a light steel of U type and the light steel of rectangle are cold-formed thin-walled steel.
Wherein the U-shaped light steel wall skeleton 1 is composed of a plurality of groups of U-shaped light steel upright post assemblies arranged along the length direction of the wall body, each group of U-shaped light steel upright post assemblies is composed of at least one group of U-shaped light steel upright post units, as shown in figure 2, each group of U-shaped light steel upright post units is composed of at least two U-shaped light steel upright posts 1a arranged along the thickness direction of the wall body, the U-shaped light steel upright posts are leveled by strip-shaped plate strips, are cold-rolled and formed after being punched according to design, and are automatically cut into required lengths, two adjacent U-shaped light steel upright posts 1a are connected together through a plurality of rectangular light steel connecting pieces 1b, a plurality of rectangular light steel connecting pieces 1b in each group of U-shaped light steel upright post units are horizontally distributed at equal intervals along the height direction of the wall body, the upper end parts of the two adjacent U-shaped light steel upright posts 1a are connected by rectangular light steel supporting connecting pieces, and forming a supporting part for placing the rectangular light steel ring beam 2, wherein the rectangular light steel connecting piece and the rectangular light steel supporting connecting piece are automatically punched and cut into required lengths after model selection according to design and are arranged on an assembly line in advance for assembly with the U-shaped light steel upright post.
As shown in fig. 4, the rectangular light steel support connecting piece 1c at the upper end of the U-shaped light steel upright unit is matched with the beam column connecting fastener 4 to form an installation connecting part for the rectangular light steel ring beam 2 to pass through and support, the rectangular light steel ring beam 2 is arranged along the length direction of the wall body, passes through the installation connecting parts at the upper ends of the U-shaped light steel upright units, and is connected and fixed with the U-shaped light steel upright 1a of the corresponding U-shaped light steel upright unit through the beam column connecting fastener 4, and the rectangular light steel ring beam is formed by cold rolling after being leveled by a strip-shaped plate strip and is automatically cut into a required length.
In this embodiment, the U-shaped light steel column unit is composed of two U-shaped light steel columns 1a, open ends of the two U-shaped light steel columns 1a are oppositely arranged along the thickness direction of the wall body, and both ends of the rectangular light steel connecting piece 1b and the rectangular light steel supporting connecting piece 1c are inserted into a U-shaped groove of the U-shaped light steel column 1a and are connected and fixed with the U-shaped light steel column 1a through a tapping screw.
Wherein the U-shaped light steel floor truss 3 consists of a plurality of groups of horizontally arranged U-shaped light steel truss components, each group of U-shaped light steel truss components consists of at least one group of U-shaped light steel truss units, as shown in fig. 3, each group of U-shaped light steel truss units is composed of at least two U-shaped light steel truss beams 3a arranged along the thickness direction of the floor slab, the U-shaped light steel truss beams are leveled by strip-shaped plate strips, punched according to the design and then cold-rolled and formed, and automatically cut into required length, two adjacent U-shaped light steel truss girders 3a are connected together through rectangular light steel diagonal web members 3b, the two ends of each group of U-shaped light steel truss units are respectively connected and fixed with the corresponding rectangular light steel ring beam 2 through beam-beam connecting pieces 5, the rectangular light steel diagonal web member is automatically punched and cut into required length after being selected according to design and is arranged on an assembly line in advance for being assembled with the U-shaped light steel truss girder.
In this embodiment, the U-shaped light steel truss unit is composed of two U-shaped light steel truss girders 3a, open ends of the two U-shaped light steel truss girders 3a are oppositely arranged along a thickness direction of a floor slab, two ends of the rectangular light steel diagonal web member 3b are inserted into a U-shaped groove of the U-shaped light steel truss girder 3a and are connected and fixed with the U-shaped light steel truss girders 3a through tapping screws, and a plurality of rectangular light steel diagonal web members 3b connected between the two U-shaped light steel truss girders 3a are integrally arranged in a continuous V shape.
As shown in fig. 5, the ends of at least two U-shaped light steel truss beams 3a of each group of U-shaped light steel truss units are respectively disposed at the upper and lower sides of the corresponding rectangular light steel ring beam 2, the beam connecting member 5 is L-shaped and vertically disposed, one side of the beam connecting member 5 is fixedly connected to the end of the U-shaped light steel truss unit, and the other side is fixedly connected to the end of the corresponding rectangular light steel ring beam 2.
The utility model discloses an assembly method is: fixing a U-shaped light steel wall framework assembled in a factory on an installation interface through an embedded part; placing the processed rectangular light steel ring beam on a rectangular light steel supporting connecting piece with loading capacity, installing the beam column connecting clamping piece in place and fixing the beam column connecting clamping piece with the rectangular light steel ring beam by using a self-tapping screw; and placing the U-shaped light steel floor truss assembled in a factory on the rectangular light steel ring beam according to the design requirement, and connecting and fixing the U-shaped light steel floor truss and the rectangular light steel ring beam by using self-tapping screws through beam-beam connecting pieces to form a complete U-shaped light steel structure system.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.