Steel-wood mixed antique building formwork-free top plate structure

Abstract

The utility model discloses a steel-wood mixed antique building formwork-free top plate structure, and particularly relates to the technical field of steel-wood mixed top plate structures, the steel-wood mixed antique building formwork-free top plate structure comprises a plurality of reinforcing supporting triangular plates used for supporting, reinforcing supporting frame bodies are arranged on the two sides of each reinforcing supporting triangular plate, and lining wall bodies are arranged in the two reinforcing supporting frame bodies. Through corresponding cooperative use of all structures, the reinforcing supporting frame bodies are arranged on the two sides of the reinforcing supporting triangular plates, so that the installation stability of the reinforcing supporting frame bodies is ensured, the formwork supporting stability is ensured, the roof durability is enhanced, and the installation stability of the reinforcing supporting triangular plates is ensured; and the reinforcing supporting frame body is supported through the reinforcing supporting transverse rods, the reinforcing supporting frame body can be easily installed on the reinforcing supporting triangular plates, installation of all structures is easy, and convenience during construction is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of steel-wood hybrid roof structures, and more specifically, to a steel-wood hybrid antique building formwork-free roof structure. Background Technique

[0002] In recent years, with the rapid development of China's national economy and the continuous progress of science and technology, ancient buildings have occupied a major position in the renovation of commercial blocks and tourist scenic spots with their unique styles and exquisite craftsmanship.

[0003] The construction technology of the steel-wood hybrid antique building formwork-free roof in this project mainly forms the roof structure layer by matching the traditional wooden structure of ancient buildings with the construction technology and structural form of prefabricated steel skeletons, so as to form a means of making the formwork-free roof structure layer of antique buildings and a building technology with stable connection between the roof structure layer and the wooden structure of antique buildings. However, traditional ancient buildings expose limitations in low construction efficiency, high construction cost and building durability, resulting in complex construction. Content of the Utility Model

[0004] In order to overcome the above defects of the prior art, the utility model provides a steel-wood hybrid antique building formwork-free roof structure, aiming to solve the problems put forward in the above background technique.

[0005] To achieve the above purpose, the utility model provides the following technical scheme: a steel-wood hybrid antique building formwork-free roof structure, including a plurality of reinforcing support triangular plates for support, and reinforcing support frames are arranged on both sides of each of the reinforcing support triangular plates;

[0006] Inner lining walls are arranged in both of the two reinforcing support frames, and a protective cover is arranged on the outer side of the inner lining walls. The protective cover is located in the reinforcing support frames and is fixedly connected with the reinforcing support frames.

[0007] It can be seen that in the above technical scheme, the triangular cross-section of the reinforcing support triangular plate is used to support the reinforcing support frame, which is easy to place the reinforcing support frame on both sides of the reinforcing support triangular plate to ensure the stability of the installation of the reinforcing support frame;

[0008] Optionally, in a possible implementation, the inner lining wall includes a roof structure top plate. A roof cinder layer is provided on the top of the roof structure top plate. A roof insulation layer is provided on the top of the roof cinder layer. A roof leveling layer is provided on the top of the roof insulation layer. A roof waterproof layer is provided on the top of the roof leveling layer. Support cushion rods are provided on both sides of the bottom of each of the plurality of reinforcing support triangular plates. And a limit card slot is formed on the bottom surface of each of the reinforcing support triangular plates. The limit card slot is matched with the support cushion rod and is snap-connected to the support cushion rod. The plurality of reinforcing support triangular plates are arranged side by side, and the vertical cross-sectional shape of each of the reinforcing support triangular plates is set to be triangular. On both sides of the surface of the reinforcing support triangular plate and between the reinforcing support triangular plate and the reinforcing support frame body, a plurality of reinforcing support cross bars are provided, and each of the reinforcing support cross bars is arranged side by side;

[0009] It can be seen that in the above technical solution, the roof structure top plate serves as a support point. The roof cinder layer is laid on the roof structure top plate, then the roof insulation layer is laid on the top of the roof cinder layer, and then leveling is carried out through the roof leveling layer. Finally, waterproof treatment is carried out through the roof waterproof layer to ensure stable formwork support and enhance the durability of the roof. Through the arrangement of the support cushion rod and the limit card slot, it is convenient for the support cushion rod to be stuck at the bottom of the reinforcing support triangular plate to support and limit the reinforcing support triangular plate, ensuring the stability of the installation of the reinforcing support triangular plate. And through the support of the reinforcing support cross bar on the reinforcing support frame body, it is easy to install the reinforcing support frame body on the reinforcing support triangular plate.

[0010] The technical effects and advantages of the present utility model:

[0011] Through the corresponding cooperation of each structure, the triangular cross-section of the reinforcing support triangular plate is used to support the reinforcing support frame body, which is easy to place the reinforcing support frame body on both sides of the reinforcing support triangular plate, ensuring the stability of the installation of the reinforcing support frame body;

[0012] Through the roof structure top plate, roof cinder layer, roof insulation layer, roof leveling layer and roof waterproof layer provided in the reinforcing support frame body, the roof structure top plate serves as a support point. The roof cinder layer is laid on the roof structure top plate, then the roof insulation layer is laid on the top of the roof cinder layer, and then leveling is carried out through the roof leveling layer. Finally, waterproof treatment is carried out through the roof waterproof layer to ensure stable formwork support and enhance the durability of the roof;

[0013] Through the arrangement of the support cushion rod and the limit card slot, it is convenient for the support cushion rod to be stuck at the bottom of the reinforcing support triangular plate to support and limit the reinforcing support triangular plate, ensuring the stability of the installation of the reinforcing support triangular plate. And through the support of the reinforcing support cross bar on the reinforcing support frame body, it is easy to install the reinforcing support frame body on the reinforcing support triangular plate, which is easy to install each structure and improves the convenience during construction. Brief Description of the Drawings

[0014] In order to more clearly illustrate the technical solutions in the present disclosure, the drawings required for some embodiments of the present disclosure will be briefly introduced below. Obviously, the drawings in the following description are only the drawings of some embodiments of the present disclosure. For those of ordinary skill in the art, other drawings can also be obtained based on these drawings. In addition, the drawings in the following description can be regarded as schematic diagrams, and are not limitations on the actual dimensions of the products involved in the embodiments of the present disclosure, the actual processes of the methods, the actual timings of the signals, etc.

[0015] Figure 1 It is the front view of the overall structure of the present utility model.

[0016] Figure 2 It is the side view of the overall structure of the present utility model.

[0017] Figure 3 It is the three-dimensional view of the reinforcing support cross bar, support cushion bar and reinforcing support frame body of the present utility model installed on the reinforcing support triangular plate.

[0018] Figure 4 It is the three-dimensional view of the reinforcing support triangular plate and the support cushion bar of the present utility model.

[0019] The reference numerals are: 1, reinforcing support triangular plate; 2, reinforcing support frame body; 3, protective cover; 4, inner lining wall; 5, reinforcing support cross bar; 6, support cushion bar; 7, limit card slot. Detailed Description of the Embodiments

[0020] The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the drawings in the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, rather than all embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0021] As shown in the attached Figures 1-4The steel-wood hybrid antique building formwork-free roof slab structure shown, through the corresponding cooperation of each structure, supports the reinforced support frame 2 through the triangular cross-section of the reinforced support triangular plate 1. It is easy to place the reinforced support frame 2 on both sides of the reinforced support triangular plate 1 to ensure the stability of the installation of the reinforced support frame 2. Through the lining wall 4 arranged in the reinforced support frame 2, the formwork support is ensured to be stable, and the durability of the roof is enhanced. Through the setting of the support pad rod 6 and the limit card slot 7, it is convenient to clamp the support pad rod 6 at the bottom of the reinforced support triangular plate 1 to support and limit the reinforced support triangular plate 1, ensuring the stability of the installation of the reinforced support triangular plate 1. And through the reinforced support cross bar 5 to support the reinforced support frame 2, it is easy to install the reinforced support frame 2 on the reinforced support triangular plate 1, and the specific structure of the component is as follows;

[0022] The steel-wood hybrid antique building formwork-free roof slab structure includes a number of reinforced support triangular plates 1 for support, and reinforced support frames 2 are arranged on both sides of each reinforced support triangular plate 1;

[0023] Lining walls 4 are arranged in both of the two reinforced support frames 2, and a protective cover 3 is arranged on the outer side of the lining wall 4. The protective cover 3 is located inside the reinforced support frame 2 and is fixedly connected to the reinforced support frame 2.

[0024] The lining wall 4 includes a roof structure top plate. A roof cinder layer is arranged on the top of the roof structure top plate. A roof insulation layer is arranged on the top of the roof cinder layer. A roof leveling layer is arranged on the top of the roof insulation layer. A roof waterproof layer is arranged on the top of the roof leveling layer. Support pad rods 6 are arranged on both sides of the bottom of multiple reinforced support triangular plates 1, and limit card slots 7 are opened on the bottom surface of each reinforced support triangular plate 1. The limit card slots 7 are matched with the support pad rods 6, and the limit card slots 7 are clamped with the support pad rods 6. Multiple reinforced support triangular plates 1 are arranged side by side, and the vertical cross-sectional shape of each reinforced support triangular plate 1 is set as a triangle. On both sides of the surface of the reinforced support triangular plate 1 and between the reinforced support triangular plate 1 and the reinforced support frame 2, a number of reinforced support cross bars 5 are arranged, and each reinforced support cross bar 5 is arranged side by side.

[0025] When in use according to the above structure, the staff installs the device at the designated position. During installation, the reinforced support frame 2 is supported through the triangular cross-section of the reinforced support triangular plate 1. It is easy to place the reinforced support frame 2 on both sides of the reinforced support triangular plate 1 to ensure the stability of the installation of the reinforced support frame 2;

[0026] And through the roof structure top plate, roof cinder layer, roof insulation layer, roof leveling layer and roof waterproof layer arranged in the strengthened support frame 2, with the roof structure top plate as the support point, the roof cinder layer is laid on the roof structure top plate, then the roof insulation layer is laid on the top of the roof cinder layer, then leveled through the roof leveling layer, and finally waterproofed through the roof waterproof layer to ensure stable formwork support and enhance the durability of the roof.

[0027] And through the settings of the support pad rod 6 and the limit card slot 7, it is convenient for the support pad rod 6 to be stuck at the bottom of the strengthened support triangular plate 1 to support and limit the strengthened support triangular plate 1, ensuring the stability of the installation of the strengthened support triangular plate 1, and through the strengthened support cross bar 5 to support the strengthened support frame 2, which is easy to install the strengthened support frame 2 on the strengthened support triangular plate 1.

[0028] Different from the prior art, this application discloses a steel-wood hybrid antique building formwork-free roof slab structure. The triangular cross-section of the strengthened support triangular plate 1 supports the strengthened support frame 2, which is easy to place the strengthened support frame 2 on both sides of the strengthened support triangular plate 1 to ensure the stability of the installation of the strengthened support frame 2. Through the inner lining wall 4 arranged in the strengthened support frame 2, it ensures stable formwork support and enhances the durability of the roof. Through the settings of the support pad rod 6 and the limit card slot 7, it is convenient for the support pad rod 6 to be stuck at the bottom of the strengthened support triangular plate 1 to support and limit the strengthened support triangular plate 1, ensuring the stability of the installation of the strengthened support triangular plate 1, and through the strengthened support cross bar 5 to support the strengthened support frame 2, which is easy to install the strengthened support frame 2 on the strengthened support triangular plate 1.

[0029] The above are only the preferred embodiments of the present utility model and are not used to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present utility model shall be included in the protection scope of the present utility model.

Claims

1. The steel-wood mixed antique building formwork-free roof structure is characterized by: It comprises a plurality of reinforcing support triangles (1) for supporting, and a reinforcing support frame (2) is provided on both sides of each reinforcing support triangle (1); Both of the two reinforced support frames (2) are provided with inner lining walls (4), and outer sides of the inner lining walls (4) are provided with protective covers (3). The protective covers (3) are located inside the reinforced support frames (2) and are fixedly connected to the reinforced support frames (2).

2. The steel-wood hybrid antique building formwork-free top plate structure according to claim 1 is characterized by: The inner lining wall (4) comprises a roof structure top plate, a roof cinder layer is arranged on the top of the roof structure top plate, a roof insulation layer is arranged on the top of the roof cinder layer, a roof leveling layer is arranged on the top of the roof insulation layer, and a roof waterproofing layer is arranged on the top of the roof leveling layer.

3. The steel-wood hybrid antique building formwork-free top plate structure according to claim 1 is characterized by: Support pads (6) are provided on both sides of the bottom of the plurality of reinforced support triangles (1), and a limit slot (7) is provided on the bottom surface of each reinforced support triangle (1).

4. The steel-wood hybrid antique building formwork-free top plate structure according to claim 3 is characterized by: The limit slot (7) matches the support pad rod (6), and the limit slot (7) is snap-connected with the support pad rod (6).

5. The steel-wood hybrid antique building formwork-free top plate structure according to claim 1 is characterized by: A plurality of the reinforcing support triangular plates (1) are arranged side by side, and the vertical cross-section shape of each of the reinforcing support triangular plates (1) is set to be a triangle.

6. The steel-wood hybrid antique building formwork-free top plate structure according to claim 1 is characterized by: A plurality of reinforcing support cross bars (5) are arranged on both sides of the surface of the reinforcing support triangle plate (1) and between the reinforcing support triangle plate (1) and the reinforcing support frame (2), and the reinforcing support cross bars (5) are arranged side by side.

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