Integrated assembly type steel structure building

Abstract

The utility model belongs to the technical field of steel structure buildings, and particularly relates to an integrated assembly type steel structure building which comprises a top beam, a bottom beam and vertical beams which are arranged between the top beam and the bottom beam and play a supporting role, wallboards are arranged between the adjacent vertical beams, the vertical beams are made of steel with two open faces, and through holes are formed in the vertical parallel faces of the steel. The wallboard comprises a frame, the frame is inserted between every two adjacent vertical beams, outer vertical faces are arranged on the front side and the rear side of the frame, and the outer vertical faces are connected with the frame through corner connectors. According to the integrated assembly type steel structure building, firstly, the bottom beams and the vertical beams are fixed, meanwhile, the outer vertical faces on the two sides are connected with the longitudinal supporting rods through the corner connectors, the transverse supporting rods are lifted from the positions below the longitudinal supporting rods to complete insertion, the two ends of the transverse supporting rods are connected with the clamping parts, and the spliced wallboards are inserted between the two adjacent vertical beams; therefore, the outer vertical face can be fixed from the inner side to keep the wallboard attractive.

Description

Technical Field

[0001] The utility model belongs to the technical field of steel structure buildings, and in particular relates to an integrated assembled steel structure building. Background Art

[0002] Steel structure building is a new type of building system. Compared with traditional concrete buildings, steel structure buildings use steel plates or steel sections to replace reinforced concrete, which has higher strength and better earthquake resistance. Steel plates can be manufactured in factories and installed on site, which can greatly reduce the construction period. And because steel plates can be reused, they can greatly reduce the generation of construction waste and are more environmentally friendly, so they are widely used in industrial and civil buildings.

[0003] The existing patent CN214462074U discloses an integrated assembled steel structure building, which includes a wall panel and a light steel frame for installing the wall panel. The light steel frame includes a plurality of rectangular frames, and a clamping mechanism is movably installed at the corners of each rectangular frame; the wall panel is adapted to the rectangular frame, and a first clamping groove matching the clamping mechanism is provided at the corners of the wall panel; a linkage mechanism for synchronously controlling the movement of all the clamping mechanisms is installed in the rectangular frame. The integrated assembled steel structure building has the characteristics of high installation efficiency and strong installation stability. However, in the technical solution of the patent, the wall panel and the keel are installed by using bolts to penetrate the wall panel from the outside and then fix them to the keel. This fixing method is not beautiful because the bolts are exposed, and the wall panel is prone to rust at the holes through which the bolts pass. Therefore, an integrated assembled steel structure building with internally fixed wall panels is needed. Utility Model Content

[0004] The purpose of the utility model is to provide an integrated assembled steel structure building to achieve the effect of internally fixed wall panels in view of the above-mentioned technical problems.

[0005] In view of this, the utility model provides an integrated assembled steel structure building, including a top beam, a bottom beam and a vertical beam arranged between the top beam and the bottom beam for supporting, a wall panel is arranged between adjacent vertical beams, the vertical beam is made of steel with openings on both sides, and a through hole is opened on the vertical parallel surface of the steel, the wall panel includes a frame, the frame is inserted between two adjacent vertical beams, the front and rear sides of the frame are provided with facades, the facade and the frame are connected by angle codes, the through holes are connected with bolts, the bolts are threadedly connected to the frame, the left and right sides of the facade extend outward, and the joint seam of two adjacent facades is located at the center of the vertical beam.

[0006] Preferably, the top beam, bottom beam, vertical beam and wall panel form a support surface, adjacent support surfaces are fixedly connected by connecting beams, and parallel support surfaces are fixedly connected at top ends by reinforcing beams.

[0007] Preferably, the frame includes equidistantly distributed longitudinal support rods and transverse support rods inserted under a group of longitudinal support rods, and both ends of the transverse support rods are provided with clamping parts that are clamped inside the vertical beams, and the end faces of the clamping parts are provided with through grooves for bolt insertion.

[0008] Preferably, the cross-sectional shape of the through slot is "T"-shaped, a baffle is slidably connected to the interior of the through slot, and a nut is fixedly embedded in the middle of the baffle.

[0009] Preferably, the transverse support rods and the through slots are staggered up and down and are the same in number, the number of through holes is the same as the number of through slots, and a vertical slot penetrating the vertical beam is provided below the through holes.

[0010] Preferably, a plug-in block for plugging is provided in the middle of the longitudinal support rod, the plug-in block is plugged into the upper surface of the transverse support rod, and the transverse support rod is connected to the clamping portion by screws.

[0011] Preferably, the top beam, bottom beam and vertical beam are collectively referred to as ring beams, the reinforcing beam or connecting beam is directly connected to the ring beam, a notch is provided on the facade, the notch is located at the connection between the reinforcing beam and the ring beam, and the notch is also located at the connection between the connecting beam and the ring beam.

[0012] The beneficial effects of the utility model are:

[0013] 1. For this integrated assembled steel structure building, the bottom beam and the vertical beam are first fixed, and at the same time, the facades on both sides are connected to the longitudinal support rods through angle codes. The transverse support rods are lifted from the bottom of the longitudinal support rods to complete the insertion. The two ends of the transverse support rods are connected to the clamping parts, and the spliced ​​wall panels are inserted between the two adjacent vertical beams, so that the facades can be fixed from the inside to maintain the beauty of the wall panels.

[0014] 2. The cross-sectional shape of the through slot of the integrated assembled steel structure building is a "T" shape, a baffle is slidably connected inside the through slot, and a nut is fixedly embedded in the middle of the baffle. In this embodiment, by such a setting, the baffle can be inserted from the horizontal opening of the T shape and slide at the vertical opening, so that the position of the nut can be changed, and then the problem of nut and bolt non-concentricity caused by hole opening error can be compensated. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0016] Figure 2 This is a schematic diagram of the frame connection in the utility model;

[0017] Figure 3 This is a schematic diagram of the connection of the clamping part in the utility model;

[0018] Figure 4It is a partial schematic diagram of the vertical beam in the utility model;

[0019] Figure 5 It is a schematic diagram of the connection of the longitudinal support rod in the utility model.

[0020] The symbols in the figure are:

[0021] 1. Top beam; 2. Bottom beam; 3. Vertical beam; 4. Wall panel; 5. Through hole; 6. Connecting beam; 7. Reinforcing beam; 8. Vertical groove; 41. Frame; 402. External facade; 403. Angle code; 404. Bolt; 405. Plug-in block; 411. Longitudinal support rod; 412. Transverse support rod; 413. Clamping part; 414. Through groove; 415. Baffle; 416. Nut. DETAILED DESCRIPTION

[0022] The following is combined with Figure 1-Figure 5 This application is described in further detail.

[0023] In the present application, the terms "upper", "lower", "left", "right", "front", "back", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the drawings. These terms are mainly used to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to have a specific orientation, or to be constructed and operated in a specific orientation.

[0024] The embodiment of the present application discloses an integrated assembled steel structure building, including a top beam 1, a bottom beam 2 and a vertical beam 3 arranged between the top beam 1 and the bottom beam 2 for supporting, a wall panel 4 is arranged between adjacent vertical beams 3, the vertical beam 3 is made of steel with openings on both sides, and a through hole 5 is opened on the vertical parallel surface of the steel, the wall panel 4 includes a frame 41, the frame 41 is inserted between two adjacent vertical beams 3, and facades 402 are arranged on the front and rear sides of the frame 41, the facade 402 is connected to the frame 41 by an angle code 403, a bolt 404 is connected inside the through hole 5, the bolt 404 is threadedly connected to the frame 41, the left and right sides of the facade 402 extend outward, and the joint seam of two adjacent facades 402 is located at the center of the vertical beam 3.

[0025] Based on the above structure, in one embodiment, the top beam 1, the bottom beam 2, the vertical beam 3 and the wall panel 4 constitute a support surface, adjacent support surfaces are fixedly connected by connecting beams 6, and the tops of parallel support surfaces are fixedly connected by reinforcing beams 7. In this embodiment, a steel structure building can be built by splicing multiple support planes, and corners can be made by connecting beams 6 with different inclination angles.

[0026] In one embodiment, the frame 41 includes longitudinal support rods 411 distributed at equal intervals and transverse support rods 412 inserted under a group of longitudinal support rods 411. Both ends of the transverse support rods 412 are provided with clamping parts 413 clamped in the interior of the vertical beams 3, and the end faces of the clamping parts 413 are provided with through grooves 414 for the insertion of bolts 404. In this embodiment, such a setting can be used to clamp the frame 41 between two adjacent vertical beams 3 to prevent the frame 41 and the wall panel 4 from shaking.

[0027] Specifically, the cross-sectional shape of the through slot 414 is a "T" shape, and a baffle 415 is slidably connected inside the through slot 414, and a nut 416 is fixedly embedded in the middle of the baffle 415. In this embodiment, by such a setting, the baffle 415 can be inserted from the horizontal opening of the T shape and slide at the vertical opening, so that the position of the nut 416 can be changed, and then the problem of non-concentricity between the nut 416 and the bolt 404 caused by the hole opening error can be compensated.

[0028] Specifically, the transverse support rod 412 and the through slot 414 are staggered and arranged in the same number, the number of through holes 5 is the same as the number of through slots 414, and a vertical slot 8 penetrating the vertical beam 3 is provided below the through holes 5. In this embodiment, by providing the vertical slot 8 on the surface of the vertical beam 3, the position of the baffle 415 can be adjusted from the vertical slot 8.

[0029] In one embodiment, a plug-in block 405 for plugging is provided in the middle of the longitudinal support rod 411, and the plug-in block 405 is plugged into the upper surface of the transverse support rod 412, and the transverse support rod 412 is connected to the clamping portion 413 by screws. In this embodiment, the longitudinal support rod 411 and the transverse support rod 412 can be easily connected by plugging.

[0030] In one embodiment, the top beam 1, the bottom beam 2 and the vertical beam 3 are collectively referred to as the ring beam, the reinforcing beam 7 or the connecting beam 6 is directly connected to the ring beam, and a notch is provided on the facade 402, the notch is located at the connection between the reinforcing beam 7 and the ring beam, and the notch is also located at the connection between the connecting beam 6 and the ring beam. In this embodiment, the connection strength can be ensured by such a setting.

[0031] When an integrated assembled steel structure building of the present embodiment is in use, the bottom beam 2 and the vertical beam 3 are first fixed, and at the same time, the facades 402 on both sides are connected to the longitudinal support rods 411 through the angle code 403. Only one side of the longitudinal support rod 411 is connected to the facade 402, and the longitudinal support rods 411 connecting the facades 402 on both sides are staggered in the same horizontal plane. After the longitudinal support rods 411 are installed, the two facades 402 are placed symmetrically, and the transverse support rods 412 are inserted between the two facades 402 from the side, and lifted from the bottom of the longitudinal support rods 411 to complete the plug-in. The two ends of the transverse support rods 412 are connected to the clamping parts 413, and the spliced ​​wall panels 4 are plugged between the two adjacent vertical beams 3. The position of the baffle 415 is adjusted by the vertical groove 8 so that the nut 416 is aligned with the bolt 404, and the wall panel 4 is installed by rotating the bolt 404, so that the facade 402 can be fixed from the inside to maintain the beauty of the wall panel 4.

[0032] The above shows and describes the basic principle, main features and advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions are only preferred examples of the utility model and are not used to limit the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the utility model to be protected. The scope of protection of the utility model is defined by the attached claims and their equivalents.

Claims

1. An integrated assembled steel structure building, comprising a top beam (1), a bottom beam (2), and a vertical beam (3) arranged between the top beam (1) and the bottom beam (2) to play a supporting role, and wall panels (4) are arranged between adjacent vertical beams (3), characterized in that: The vertical beam (3) is made of steel with openings on both sides, and a through hole (5) is opened on the vertical parallel surface of the steel; The wall panel (4) comprises a frame (41), the frame (41) being inserted between two adjacent vertical beams (3), the frame (41) being provided with external facades (402) on both sides of the front and rear, the external facades (402) being connected to the frame (41) via angle brackets (403), the through holes (5) being internally connected with bolts (404), the bolts (404) being threadedly connected to the frame (41), the left and right sides of the external facades (402) extending outwards, and the joint seam between the two adjacent external facades (402) being located at the center of the vertical beams (3).

2. The integrated assembled steel structure building according to claim 1, characterized in that: The top beam (1), the bottom beam (2), the vertical beam (3) and the wall panel (4) form a support surface; adjacent support surfaces are fixedly connected via a connecting beam (6); and the top ends of parallel support surfaces are fixedly connected via a reinforcing beam (7).

3. The integrated assembled steel structure building according to claim 2 is characterized by: The frame (41) comprises longitudinal support rods (411) distributed at equal intervals and transverse support rods (412) inserted under a group of longitudinal support rods (411), and both ends of the transverse support rods (412) are provided with clamping parts (413) clamped inside the vertical beam (3), and the end surfaces of the clamping parts (413) are provided with through grooves (414) for inserting bolts (404).

4. The integrated assembled steel structure building according to claim 3 is characterized by: The cross-sectional shape of the through slot (414) is a "T" shape, and a baffle (415) is slidably connected inside the through slot (414), and a nut (416) is fixedly embedded in the middle of the baffle (415).

5. An integrated assembled steel structure building according to any one of claims 3 or 4, characterized in that: The transverse support rods (412) and the through slots (414) are arranged in an offset manner up and down and are the same in number. The number of through holes (5) is the same as the number of through slots (414). A vertical slot (8) penetrating the vertical beam (3) is provided below the through holes (5).

6. The integrated assembled steel structure building according to claim 5, characterized in that: A plug-in block (405) for plugging is provided in the middle of the longitudinal support rod (411), and the plug-in block (405) is plugged into the upper surface of the transverse support rod (412), and the transverse support rod (412) and the clamping portion (413) are connected via screws.

7. The integrated assembled steel structure building according to claim 6, characterized in that: The top beam (1), bottom beam (2) and vertical beam (3) are collectively referred to as a ring beam, the reinforcing beam (7) or the connecting beam (6) is directly connected to the ring beam, and a notch is provided on the facade (402), the notch is located at the connection between the reinforcing beam (7) and the ring beam, and the notch is also located at the connection between the connecting beam (6) and the ring beam.

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