CN216109143U - Assembled steel construction ultralow energy consumption composite wall - Google Patents
Assembled steel construction ultralow energy consumption composite wall Download PDFInfo
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- CN216109143U CN216109143U CN202122386242.7U CN202122386242U CN216109143U CN 216109143 U CN216109143 U CN 216109143U CN 202122386242 U CN202122386242 U CN 202122386242U CN 216109143 U CN216109143 U CN 216109143U
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Abstract
The utility model discloses an ultra-low energy consumption composite wall with an assembled steel structure, belonging to the technical field of assembled building structures and comprising a base, a wall frame, an inner panel and an inner plate, the top of the base is fixedly connected with the wall frame through bolts, the side wall of the wall frame is welded with a buckle plate, the side wall of the buckle plate is provided with a buckle plate hole, the top and the bottom of the inner cavity of the wall frame are welded with reinforcing rib plates, the prefabricated strip foundation of the assembly type steel structure building is characterized in that a wall frame with a built-in reinforcing rib plate is arranged on a base through the combined application of accessories, the overall strength in the assembly process is increased by matching with a side lever, an inner embedded plate is arranged between the reinforcing rib plates, the inner embedded plate is matched with the inner bin combined leveling laminate, and the leveling laminate is utilized to combine the inner plates of the multilayer structure, the temperature that can effectually carry out the wall frame is isolated, keeps assembled steel construction's internal environment stable, reduces the energy consumption.
Description
Technical Field
The utility model relates to the technical field of assembly type building structures, in particular to an ultra-low energy consumption composite wall body with an assembly type steel structure.
Background
The prefabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories (such as floor slabs, wall plates, stairs, balconies and the like) in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode.
Compared with the traditional concrete building, the assembled concrete building has the advantages that the steel plate or the section steel replaces the reinforced concrete, the strength is higher, the shock resistance is better, and the construction period is greatly reduced because the components can be manufactured in a factory and installed on site.
Current assembled steel construction wall body all is solitary structure in making up, and this intensity that just leads to wall body self is lower, and solitary wall body is assembling the back, lacks isolated heat preservation mode to the inside temperature of wall body, has reduced assembled steel construction's internal environment stability, leads to the energy consumption to promote.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an assembled steel structure ultralow-energy-consumption composite wall body, and aims to solve the problems that the strength of the wall body is low due to the fact that the existing assembled steel structure wall bodies proposed in the background technology are all of independent structures in combination, and after the independent wall bodies are assembled, an isolation heat preservation mode is lacked for the temperature inside the wall body, the stability of the internal environment of the assembled steel structure is reduced, and energy consumption is improved.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides an ultra-low energy consumption composite wall of assembled steel construction, includes base, wall frame, interior panel and inner panel, bolt fixed connection is passed through at the top of base the wall frame, the lateral wall welding of wall frame has the buckle, the buckle hole has been seted up to the lateral wall of buckle, the welding of the inner chamber top and the bottom of wall frame has deep floor, deep floor's lateral wall carries through bolt fixed connection the inner panel, the groove that connects outward has been seted up to the lateral wall of interior panel, the inboard integrated into one piece of interior panel has the interior storehouse in advance, the inside buckle in interior storehouse is connected with the plywood of making level, the lateral wall of the plywood of making level bonds and has the bonding board, the lateral wall of inner panel bonds and has anti guard plate that splits.
Preferably, the side wall of the base is fixedly connected with a reinforcing plate through a bolt, and a reinforcing hole is formed in the top of the base.
Preferably, the side walls of the reinforcing rib plate are fixedly connected with a main side rod and an auxiliary side rod through screws, and the side walls of the main side rod and the auxiliary side rod are fixedly connected with the inner wall of the wall frame through screws.
Preferably, a veneer is bonded on the side wall of the anti-cracking protection plate, and a protective coating layer is sprayed on the outer side of the veneer.
Preferably, the structure of the leveling layer plate is matched with the structure of the inner bin, and the structure of the bonding plate is matched with the structure of the leveling layer plate.
Compared with the prior art, the utility model has the beneficial effects that: this kind of prefabricated bar basis of assembled steel construction building through the combination application of accessory, sets up the wall frame of built-in deep floor on the base to cooperation side lever increases the bulk strength of assembling process, sets up interior panel between the deep floor, and the plywood is made level in the storehouse combination in the cooperation of interior panel, and utilizes the plywood combination multilayer structure's of making level inner panel, and the temperature that can effectually carry out the wall frame is isolated, keeps the internal environment of assembled steel construction stable, reduces the energy consumption.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic diagram of an embedded board structure according to the present invention;
FIG. 3 is an exploded view of the inner panel of the present invention.
In the figure: 100 base plates, 110 reinforcing plates, 120 reinforcing holes, 200 wall frames, 210 buckling plates, 220 buckling plate holes, 230 reinforcing rib plates, 240 main side rods, 250 auxiliary side rods, 300 inner panels, 310 outer connecting grooves, 320 inner bins, 330 leveling plates, 340 bonding plates, 400 inner panels, 410 anti-cracking protection plates and 420 veneer plates.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The utility model provides an assembled steel structure ultra-low energy consumption composite wall, a wall frame with built-in reinforcing rib plates is arranged on a base, the integral strength in the assembling process is increased by matching with side rods, inner embedded plates are arranged among the reinforcing rib plates, the inner embedded plates are matched with an inner bin combination leveling plate, and an inner plate with a multi-layer structure is combined by utilizing the leveling plate, so that the temperature isolation of the wall frame can be effectively carried out, the internal environment of the assembled steel structure is kept stable, and the energy consumption is reduced, please refer to fig. 1, fig. 2 and fig. 3, and the assembled steel structure ultra-low energy consumption composite wall comprises a base 100, a wall frame 200, an embedded plate 300 and an inner plate 400;
referring to fig. 1 again, the top of the base 100 is provided with a reinforcing plate 110, specifically, the side wall of the base 100 is fixedly connected with the reinforcing plate 110 through bolts, the top of the base 100 is provided with reinforcing holes 120, the number and the spacing of the reinforcing holes 120 are adjusted according to actual needs, in some embodiments, the bottom of the base 100 is fixedly connected with a floor grabbing plate through bolts, so that the base 100 can be fixed effectively and stably by using the floor grabbing plate, wherein some basic accessories used in the method are adjusted according to fixing requirements, and are not described herein again;
referring to fig. 1 again, the bottom of the wall frame 200 is connected to the top of the base 100, specifically, the top of the base 100 is fixedly connected to the wall frame 200 through bolts, the side wall of the wall frame 200 is welded with the buckle plate 210, the side wall of the buckle plate 210 is provided with the buckle plate hole 220, the top and the bottom of the inner cavity of the wall frame 200 are welded with the reinforcing rib plates 230, the width and the height of the wall frame 200 are flexibly adjusted according to actual needs to meet the assembly requirement, the number and the interval of the reinforcing rib plates 230 are adjusted according to the shape of the inner panel 300, in some embodiments, in order to be matched with the external connecting groove 310 on the inner panel 300, the external connecting plate matched with the external connecting groove 310 can be connected to the side wall of the reinforcing rib plate 230, so as to achieve the purpose of combination;
referring to fig. 1, fig. 2 and fig. 3 again, the side wall of the embedded plate 300 is connected to the stiffened plate 230, specifically, the side wall of the stiffened plate 230 is fixedly connected to the embedded plate 300 carrying the inner plate 400 by bolts, the side wall of the embedded plate 300 is provided with an external connection groove 310, an inner bin 320 is reserved on the inner side of the embedded plate 300 in an integrated forming manner, the inner bin 320 is connected to a leveling plate 330 in a snap-fit manner, an adhesive plate 340 is adhered to the side wall of the leveling plate 330, and in some embodiments, a plurality of filler plates can be embedded between the leveling plate 330 and the adhesive plate 340 according to the requirement of reducing energy consumption;
referring to fig. 3 again, the side wall of the inner plate 400 is connected to the inner embedded plate 300, specifically, the side wall of the inner plate 400 is bonded with an anti-crack protection plate 410, wherein the anti-crack protection plate 410 is filled with anti-crack mortar and alkali-resistant glass fiber mesh cloth, and wherein the inner plate 400 is filled with an expanded polystyrene board and a foam board;
when the wall frame is used specifically, firstly, the reinforced hole 120 is arranged on the base 100, the reinforced plate 110 and the wall frame 200 are connected on the base 100, the side wall of the wall frame 200 is connected with the buckle plate 210 carrying the buckle plate hole 220, so that matching connection and combination are convenient, the reinforced rib plate 230 is connected on the inner wall of the wall frame 200 to form a division structure, the side surface of the reinforced rib plate 230 is connected with the main side rod 240 and the auxiliary side rod 250, the inner embedded plate 300 is combined in the gap between the reinforced rib plates 230, the inner bin 320 is reserved in the embedded plate 300, the inner bin 320 is matched with the built-in leveling plate 330, and the bonding plate 340 is bonded to achieve the matching purpose with the inner plate 400, the inner plate 400 is provided with the anti-cracking protective plate 410 and the veneer 420, when the integral embedded plate 300 and the reinforced rib plate 230 are filled to complete the integral combination of the wall frame 200, the self-assembled wall body can have the heat insulation effect, the temperature insulation of the wall frame 200 is effectively carried out, the internal environment of the assembled steel structure is kept stable, the energy consumption is reduced.
Referring to fig. 1 again, in order to increase the strength of the stiffened plate 230 and achieve the purpose of assisting in supporting, specifically, the side walls of the stiffened plate 230 are fixedly connected with a primary side rod 240 and a secondary side rod 250 through screws, and the side walls of the primary side rod 240 and the secondary side rod 250 are fixedly connected with the inner wall of the wall frame 200 through screws.
Referring to fig. 2 and 3 again, in order to increase the protection performance of the anti-cracking protection plate 410, specifically, a veneer 420 is adhered to the side wall of the anti-cracking protection plate 410, and a protective coating layer is sprayed on the outer side of the veneer 420.
Referring again to fig. 3, in order to ensure that the multi-layer material can be effectively embedded in the inner panel 300 during the assembly process, specifically, the structure of the leveling plate 330 matches the structure of the inner compartment 320, and the structure of the adhesive plate 340 matches the structure of the leveling plate 330.
While the utility model has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the utility model. In particular, the various features of the embodiments disclosed herein may be used in any combination, provided that there is no structural conflict, and the combinations are not exhaustively described in this specification merely for the sake of brevity and conservation of resources. Therefore, it is intended that the utility model not be limited to the particular embodiments disclosed, but that the utility model will include all embodiments falling within the scope of the appended claims.
Claims (5)
1. The utility model provides an assembled steel construction ultralow energy consumption composite wall which characterized in that: comprises a base (100), a wall frame (200), an inner panel (300) and an inner plate (400), the top of the base (100) is fixedly connected with the wall frame (200) through bolts, the side wall of the wall frame (200) is welded with a buckle plate (210), the side wall of the buckle plate (210) is provided with a buckle plate hole (220), the top and the bottom of the inner cavity of the wall frame (200) are welded with reinforcing rib plates (230), the side wall of the reinforcing rib plate (230) is fixedly connected with the inner panel (300) carrying the inner plate (400) through a bolt, an external groove (310) is formed in the side wall of the inner panel (300), an inner bin (320) is reserved on the inner side of the inner panel (300) in an integrated forming mode, the inner cabin (320) is connected with a leveling laminate (330) in a buckling mode, a bonding plate (340) is bonded to the side wall of the leveling laminate (330), and an anti-cracking protection plate (410) is bonded to the side wall of the inner plate (400).
2. The assembled steel structure ultra-low energy consumption composite wall body of claim 1, wherein: the side wall of the base (100) is fixedly connected with a reinforcing plate (110) through a bolt, and a reinforcing hole (120) is formed in the top of the base (100).
3. The assembled steel structure ultra-low energy consumption composite wall body of claim 1, wherein: the side walls of the reinforcing rib plates (230) are fixedly connected with a main side rod (240) and an auxiliary side rod (250) through screws, and the side walls of the main side rod (240) and the auxiliary side rod (250) are fixedly connected with the inner wall of the wall frame (200) through screws.
4. The assembled steel structure ultra-low energy consumption composite wall body of claim 1, wherein: the side wall of the anti-cracking protection plate (410) is adhered with a veneer (420), and the outer side of the veneer (420) is sprayed with a protection coating layer.
5. The assembled steel structure ultra-low energy consumption composite wall body of claim 1, wherein: the structure of the leveling layer plate (330) is matched with that of the inner bin (320), and the structure of the bonding plate (340) is matched with that of the leveling layer plate (330).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202122386242.7U CN216109143U (en) | 2021-09-28 | 2021-09-28 | Assembled steel construction ultralow energy consumption composite wall |
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CN202122386242.7U CN216109143U (en) | 2021-09-28 | 2021-09-28 | Assembled steel construction ultralow energy consumption composite wall |
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CN216109143U true CN216109143U (en) | 2022-03-22 |
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CN202122386242.7U Active CN216109143U (en) | 2021-09-28 | 2021-09-28 | Assembled steel construction ultralow energy consumption composite wall |
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2021
- 2021-09-28 CN CN202122386242.7U patent/CN216109143U/en active Active
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Address after: 454350 No.58, xipian District, Zhouzhuang Township, Xiuwu County, Jiaozuo City, Henan Province (west side of Jinyuan Road) Patentee after: Huajia Technology (Henan) Co.,Ltd. Address before: 454350 No.58, xipian District, Zhouzhuang Township, Xiuwu County, Jiaozuo City, Henan Province (west side of Jinyuan Road) Patentee before: Xiuwu aodelong Technology Co.,Ltd. |
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