Aerated concrete laminated slab provided with corrugated steel plates

Abstract

The utility model relates to the technical field of buildings, in particular to an aerated concrete laminated slab provided with corrugated steel plates. The corrugated steel plates comprise upper steel plates and lower steel plates, the upper steel plates and the lower steel plates are alternately arranged, connecting steel plates are arranged between the adjacent upper steel plates and lower steel plates, one ends of the connecting steel plates are fixedly connected with the upper steel plates, and the other ends of the connecting steel plates are fixedly connected with the lower steel plates; the upper steel plate is fixedly connected with second square steel pipes at intervals; the reinforcing steel bar structure comprises a plurality of first reinforcing steel bars and a plurality of second reinforcing steel bars, and the first reinforcing steel bars and the second reinforcing steel bars are sequentially arranged in the length direction of the upper steel plate; the steel bar structure further comprises a plurality of V-shaped steel bars which are perpendicular to the first steel bars and sequentially arranged in the length direction of the first steel bars, one ends of the V-shaped steel bars are fixedly connected with the second steel bars, and the other ends of the V-shaped steel bars are fixedly connected with the first steel bars. The roof composite floor slab has the advantages of being large in span, better in air tightness and capable of being conveniently installed by operators.

Description

Technical Field

[0001] The present application relates to the field of building technology, and in particular to an aerated concrete composite slab equipped with a corrugated steel plate. Background Art

[0002] With the rapid development of the construction industry, the application scope of steel structure buildings is becoming wider and wider. Steel structures are widely used due to their high strength, good toughness, good deformation capacity, high reliability, and good seismic performance. Moreover, steel structure components can be manufactured in factories and installed on site. They can actively respond to national policies and help promote industrial upgrading and industrial development in the construction industry.

[0003] In the related art, the roof is an important structure at the top of the building, and the roof panel is an important structure of the roof, which can provide a windproof effect and prevent rainwater from entering the room. The existing roof is usually constructed by cast-in-place concrete to complete the construction of the roof.

[0004] Regarding the above-mentioned related technologies, the concrete composite floor has a large deadweight, so it has certain disadvantages in terms of seismic performance. At the same time, the concrete composite floor is not convenient for long-distance transportation. Traditional concrete materials do not meet the corresponding requirements of green building materials. The thermal insulation and sound insulation performance of the concrete composite floor is also poor. Utility Model Content

[0005] In order to provide a roof composite floor with a large span, better air tightness, and easy installation by operators, the present application provides an aerated concrete composite slab configured with a corrugated steel plate.

[0006] The present application provides an aerated concrete composite slab configured with a corrugated steel plate, which adopts the following technical solution:

[0007] An aerated concrete composite slab configured with a corrugated steel plate, comprising a corrugated steel plate and a steel bar structure; the corrugated steel plate comprises a plurality of upper steel plates and lower steel plates, the upper steel plates and the lower steel plates are arranged alternately, and a connecting steel plate is arranged between adjacent upper steel plates and lower steel plates, one end of the connecting steel plate is fixedly connected to the upper steel plate, and the other end is fixedly connected to the lower steel plate; the upper steel plates are fixedly connected with second square steel pipes at intervals;

[0008] The steel bar structure includes a plurality of first steel bars and a plurality of second steel bars, wherein the second steel bars are located on a side of the first steel bars away from the second steel bars, the plurality of first steel bars and the plurality of second steel bars are sequentially arranged along the length direction of the upper steel plate, and the first steel bars and the second steel bars are both fixedly connected to the upper steel plate;

[0009] The steel bar structure also includes a plurality of V-shaped steel bars, which are perpendicular to the first steel bar and arranged in sequence along the length direction of the first steel bar. One end of the V-shaped steel bar is fixedly connected to the second steel bar, and the other end is fixedly connected to the first steel bar.

[0010] By adopting the above technical solution, the connecting steel plate can be used as a connecting structure between the upper steel plate and the lower steel plate, so that the upper steel plate and the lower steel plate are connected together as the bottom structure of the composite plate. The first steel bar and the second steel bar are fixed to the upper steel plate, and can provide support for the installation of the V-shaped steel bar. The setting of the V-shaped steel bar can connect the first steel bar, the second steel bar, the upper steel plate, and the lower steel plate together to form a complete and stable roof structure. The second square steel pipe can block the edge of the upper steel plate, which is convenient for operators to perform the steps of pouring, static gasification, hardening, and autoclaving of autoclaved aerated concrete, leaving enough space for subsequent concrete pouring, and finally obtaining an autoclaved aerated concrete prefabricated bottom plate with corrugated steel plate. Since concrete is not directly used for pouring, a more stable large-span roof composite floor that is easy to install is obtained, which improves the installation efficiency of operators.

[0011] Optionally, the second square steel pipe is provided with a plurality of first reserved holes and a plurality of second reserved holes, the first reserved holes are used to accommodate the first steel bars, the second reserved holes are used to accommodate the second steel bars, the size of the first reserved holes is larger than the first steel bars, and the size of the second reserved holes is larger than the second steel bars.

[0012] By adopting the above technical solution, the first reserved hole provides installation support for the installation of the first steel bar, and the second reserved hole provides installation support for the installation of the first steel bar. At the same time, the reserved hole is larger than the steel bar, which facilitates the insertion of the first steel bar and the second steel bar into the second square steel pipe, thereby improving the installation convenience of the operator.

[0013] Optionally, a first longitudinal steel bar is provided on the top of each V-shaped steel bar, the first longitudinal steel bar is fixedly connected to the V-shaped steel bar, and the first longitudinal steel bar is fixedly connected to the first steel bar.

[0014] By adopting the above technical solution, the first longitudinal steel bar is fixedly connected to the V-shaped steel bar, the first longitudinal steel bar can reinforce the V-shaped steel bar, and at the same time connect the V-shaped steel bar and the first steel bar, thereby improving the overall stability of the device.

[0015] Optionally, a second longitudinal steel bar is provided at the bottom of each V-shaped steel bar, the second longitudinal steel bar is fixedly connected to the V-shaped steel bar, and the second longitudinal steel bar is fixedly connected to the second steel bar.

[0016] By adopting the above technical solution, the second longitudinal steel bar and the V-shaped steel bar are fixedly connected, and the end of the V-shaped steel bar away from the first steel bar can be connected, thereby improving the stability of the V-shaped steel bar. At the same time, the connection stability between the V-shaped steel bar and the second steel bar is further improved, and the overall stability of the steel cage is improved.

[0017] Optionally, a third longitudinal steel bar is provided in the middle of the V-shaped steel bar, and the third longitudinal steel bar is fixedly connected to the V-shaped steel bar.

[0018] By adopting the above technical solution, the third longitudinal steel bar is located between the first longitudinal steel bar and the second longitudinal steel bar, so that the V-shaped steel bar can be reinforced from the middle part of the V-shaped steel bar. The third longitudinal steel bar can be used as a stiffening rib to further improve the stability of the V-shaped steel bar and enhance the integrity of the steel cage.

[0019] Optionally, the top wall of the second square steel tube is provided with fixing holes at intervals along the length direction, and the fixing holes and the first reserved holes and / or the second reserved holes are alternately arranged.

[0020] By adopting the above technical solution, the setting of the fixing holes facilitates the connection between the second square steel pipe and the subsequent related structures. The fixing holes, the first reserved holes and the second reserved holes are alternately arranged, so that the fixing holes, the first reserved holes and the second reserved holes are not at the same length, so as to avoid excessively reducing the stiffness of the thin-walled square steel pipe and forming stress concentration.

[0021] Optionally, a first square steel pipe is provided at the bottom of the lower steel plate, and the first square steel pipe is fixedly connected to the lower steel plate.

[0022] By adopting the above technical solution, the setting of the first square steel pipe facilitates the connection between the first square steel pipe and the relevant structure of the house. At the same time, the setting of the first square steel pipe can further improve the strength of the lower steel plate, thereby providing support for the overall strength of the device.

[0023] Optionally, the first square steel tube and the second square steel tube are both hollow thin-walled square steel tubes.

[0024] By adopting the above technical solution and setting up the hollow thin-walled square steel pipe, it is possible to reduce the overall weight of the device while ensuring the overall strength of the device, thereby improving the economy.

[0025] In summary, the present application includes at least one of the following beneficial technical effects:

[0026] 1. By setting up corrugated steel plates and steel bar structures, it is possible to solve the problems of complex construction procedures and poor thermal insulation and sound insulation performance of existing steel structure house roof panels;

[0027] 2. By setting the first longitudinal steel bar, the second longitudinal steel bar and the third longitudinal steel bar, the overall stability of the device can be effectively improved;

[0028] 3. By setting up square steel pipes, it is possible to provide sufficient support for related structures while reducing the overall weight of the device. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present application.

[0030] Figure numerals: 1. corrugated steel plate; 11. upper steel plate; 12. lower steel plate; 13. connecting steel plate; 14. first square steel pipe; 15. second square steel pipe; 16. fixing hole; 17. first reserved hole; 18. second reserved hole; 2. steel bar structure; 21. first steel bar; 22. second steel bar; 23. steel bar cage; 231. V-shaped steel bar; 232. first longitudinal steel bar; 234. second longitudinal steel bar; 235. third longitudinal steel bar. DETAILED DESCRIPTION

[0031] The following is combined with Figure 1 This application is described in further detail.

[0032] The embodiment of the present application discloses an aerated concrete composite slab configured with a corrugated steel plate.

[0033] Reference Figure 1 An aerated concrete composite slab configured with a corrugated steel plate comprises a corrugated steel plate 1 and a steel bar structure 2.

[0034] Reference Figure 1 The corrugated steel plate 1 is composed of a plurality of upper steel plates 11 and a plurality of lower steel plates 12. In this embodiment, the upper steel plates 11 and the lower steel plates 12 are both rectangular steel plates, and the upper steel plates 11 and the lower steel plates 12 are both arranged in parallel, and the upper steel plates 11 and the lower steel plates 12 are both arranged horizontally, and the length direction of the upper steel plate 11 is parallel to the length direction of the lower steel plate 12, the upper steel plate 11 is located above the lower steel plate 12, and the upper steel plates 11 and the lower steel plates 12 are arranged alternately.

[0035] Reference Figure 1 A connecting steel plate 13 is provided between the upper steel plate 11 and the lower steel plate 12 which are close to each other. The length direction of the connecting steel plate 13 is parallel to the length direction of the upper steel plate 11. One end of the side wall of the connecting steel plate 13 is integrally fixedly connected to the upper steel plate 11 by welding, and the other side wall is integrally fixedly connected to the lower steel plate 12 by welding.

[0036] Reference Figure 1A first square steel tube 14 is provided under each lower steel plate 12. In the present embodiment, the first square steel tube 14 is preferably a hollow thin-walled square steel tube. The first square steel tube 14 is horizontally arranged. The length direction of the first square steel tube 14 is parallel to the length direction of the lower steel plate 12. The top wall of the first square steel tube 14 is integrally fixedly connected to the bottom wall of the lower steel plate 12 by welding.

[0037] Reference Figure 1 The upper steel plate 11 is provided with a second square steel tube 15 at intervals. In this embodiment, the second square steel tube 15 is preferably a hollow thin-walled square steel tube. The second square steel tube 15 is horizontally arranged. The length direction of the second square steel tube 15 is parallel to the upper steel plate 11. The bottom wall of the second square steel tube 15 is fixedly connected to the top wall of the upper steel plate 11 by welding.

[0038] Reference Figure 1 The top wall of the second square steel tube 15 is provided with fixing holes 16 at intervals along the length direction of the second square steel tube 15 , and the fixing holes 16 penetrate the second square steel tube 15 in the vertical direction. In this embodiment, the fixing holes 16 are preferably rectangular holes, and the fixing holes 16 are arranged at intervals along the length direction of the second square steel tube 15 .

[0039] Reference Figure 1 The side wall of the second square steel tube 15 is provided with a first reserved hole 17 and a second reserved hole 18 in the horizontal direction, wherein the first reserved hole 17 is located on the side of the second reserved hole 18 away from the upper steel plate 11, and a plurality of the first reserved holes 17 and the second reserved holes 18 are provided and are arranged at intervals along the length direction of the second square steel tube 15.

[0040] Reference Figure 1 The steel bar structure 2 includes a first steel bar 21. In this embodiment, a plurality of first steel bars 21 are arranged between two adjacent second square steel tubes 15. The plurality of first steel bars 21 are arranged in sequence along the length direction of the upper steel plate 11, and the length direction of the first steel bars 21 is parallel to the length direction of the upper steel plate 11. Both ends of the first steel bars 21 are respectively passed through the first reserved holes 17 at the two second square steel tubes 15, and the first steel bars 21 are fixedly connected to the second square steel tubes 15 by welding.

[0041] Reference Figure 1 The steel structure 2 also includes a second steel bar 22. In this embodiment, a plurality of second steel bars 22 are also provided between two adjacent second square steel tubes 15, and the number of the second steel bars 22 is consistent with the number of the first steel bars 21. The length direction of the second steel bars 22 is consistent with the length direction of the first steel bars 21, and both ends of the second steel bars 22 are passed through the second reserved holes 18 at the second square steel tube 15, and the second steel bars 22 are fixedly connected to the second square steel tube 15 by welding.

[0042] Reference Figure 1The steel structure 2 further includes a plurality of steel cages 23 . In this embodiment, the number of the steel cages 23 is consistent with the number of the lower steel plates 12 , and a steel cage 23 is provided above each lower steel plate 12 . The steel cage 23 includes a V-shaped steel bar 231, a first longitudinal steel bar 232, a second longitudinal steel bar 234 and a third longitudinal steel bar 235. In this embodiment, the V-shaped steel bar 231 is a curved steel bar with opposite openings formed by repeatedly bending a straight steel bar, and the length directions of the V-shaped steel bar 231, the first longitudinal steel bar 232, the second longitudinal steel bar 234 and the third longitudinal steel bar 235 are parallel to the length direction of the lower steel plate 12, and the length direction of the V-shaped steel bar 231 is parallel to the length direction of the lower steel plate 12. The first steel bar 21 is located on the side of the V-shaped steel bar 231 away from the lower steel plate 12. The first longitudinal steel bar 232 is provided with a plurality of accommodating grooves, which are arranged at intervals along the length direction of the first longitudinal steel bar 232, and the accommodating grooves are used to accommodate the top of the V-shaped steel bar 231. The first longitudinal steel bar 232 is fixedly connected to the V-shaped steel bar 231 by welding, and the first longitudinal steel bar 232 is fixedly connected to the second steel bar 22 by bolting.

[0043] Reference Figure 1 The second longitudinal reinforcement 234 is located on the side of the first longitudinal reinforcement 232 close to the lower steel plate 12. The second longitudinal reinforcement 234 has positioning grooves arranged at intervals along the length direction. The positioning grooves are used to accommodate the bottom of the V-shaped reinforcement 231. The second longitudinal reinforcement 234 is fixedly connected to the V-shaped reinforcement 231 by welding. The second longitudinal reinforcement 234 is fixedly connected to the first reinforcement 21 by positioning bolts.

[0044] Reference Figure 1 The third longitudinal steel bar 235 is located between the first longitudinal steel bar 232 and the second longitudinal steel bar 234. The third longitudinal steel bar 235 is provided with fixing grooves along the length direction. Each fixing groove is used to accommodate the V-shaped steel bar 231. The third longitudinal steel bar 235 is fixedly connected to the V-shaped steel bar 231 by welding.

[0045] The implementation principle of an aerated concrete composite slab equipped with a corrugated steel plate in an embodiment of the present application is as follows: the operator first connects the upper steel plate 11 and the lower steel plate 12 by connecting the steel plate 13, and then fixes the second square steel pipe 15 to the corresponding position of the upper steel plate 11, and makes the first steel bar 21 and the second steel bar 22 pass into the corresponding positions and fix them accordingly.

[0046] Subsequently, the first longitudinal steel bar 232, the second longitudinal steel bar 234, and the third longitudinal steel bar 235 are connected to the V-shaped steel bar 231, and the first longitudinal steel bar 232 and the second longitudinal steel bar 234 are connected to the first steel bar 21 and the second steel bar 22 to complete the erection of the formwork.

[0047] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. An aerated concrete composite slab equipped with a corrugated steel plate, characterized in that: The invention comprises a corrugated steel plate (1) and a steel bar structure (2); the corrugated steel plate (1) comprises a plurality of upper steel plates (11) and a plurality of lower steel plates (12); the upper steel plates (11) and the lower steel plates (12) are arranged alternately, and a connecting steel plate (13) is arranged between adjacent upper steel plates (11) and lower steel plates (12); one end of the connecting steel plate (13) is fixedly connected to the upper steel plate (11), and the other end is fixedly connected to the lower steel plate (12); the upper steel plate (11) is fixedly connected to a second square steel pipe (15) at intervals; The steel bar structure (2) comprises a plurality of first steel bars (21) and a plurality of second steel bars (22), wherein the second steel bars (22) are located on a side of the first steel bars (21) away from the second steel bars (22), the plurality of first steel bars (21) and the plurality of second steel bars (22) are arranged in sequence along the length direction of the upper steel plate (11), and the first steel bars (21) and the second steel bars (22) are both fixedly connected to the upper steel plate (11); The steel bar structure (2) further comprises a plurality of V-shaped steel bars (231), wherein the plurality of V-shaped steel bars (231) are perpendicular to the first steel bar (21) and are arranged in sequence along the length direction of the first steel bar (21), and one end of the V-shaped steel bar (231) is fixedly connected to the second steel bar (22), and the other end is fixedly connected to the first steel bar (21).

2. The aerated concrete composite slab equipped with a corrugated steel plate according to claim 1, characterized in that: The second square steel pipe (15) is provided with a plurality of first reserved holes (17) and a plurality of second reserved holes (18), the first reserved holes (17) being used to accommodate the first steel bars (21), the second reserved holes (18) being used to accommodate the second steel bars (22), the size of the first reserved holes (17) being larger than the first steel bars (21), and the size of the second reserved holes (18) being larger than the second steel bars (22).

3. The aerated concrete composite slab equipped with a corrugated steel plate according to claim 2, characterized in that: A first longitudinal steel bar (232) is provided on the top of each V-shaped steel bar (231), the first longitudinal steel bar (232) and the V-shaped steel bar (231) are fixedly connected, and the first longitudinal steel bar (232) and the first steel bar (21) are fixedly connected.

4. The aerated concrete composite slab equipped with a corrugated steel plate according to claim 2, characterized in that: A second longitudinal steel bar (234) is provided at the bottom of each V-shaped steel bar (231), the second longitudinal steel bar (234) and the V-shaped steel bar (231) are fixedly connected, and the second longitudinal steel bar (234) and the second steel bar (22) are fixedly connected.

5. The aerated concrete composite slab equipped with a corrugated steel plate according to claim 2, characterized in that: A third longitudinal steel bar (235) is provided in the middle of the V-shaped steel bar (231), and the third longitudinal steel bar (235) is fixedly connected to the V-shaped steel bar (231).

6. The aerated concrete composite slab equipped with a corrugated steel plate according to claim 2, characterized in that: The top wall of the second square steel tube (15) is provided with fixing holes (16) at intervals along the length direction, and the fixing holes (16) and the first reserved holes (17) and / or the second reserved holes (18) are alternately arranged.

7. The aerated concrete composite slab equipped with a corrugated steel plate according to claim 1, characterized in that: A first square steel pipe (14) is provided at the bottom of the lower steel plate (12), and the first square steel pipe (14) and the lower steel plate (12) are fixedly connected.

8. The aerated concrete composite slab equipped with a corrugated steel plate according to claim 7, characterized in that: The first square steel tube (14) and the second square steel tube (15) are both hollow thin-walled square steel tubes.

Images