Splicing type slope-shaped roof system
By adopting a spliced slope roof system, including particleboard and prefabricated beams, the construction process is optimized, the construction speed is improved, and the problem of surface layer forming difficulties is solved.
Patent Information
- Application Number
- CN202421323965.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-12
- Publication Date
- 2025-03-21
- Estimated Expiration
- 2034-06-12
AI Technical Summary
The construction process of traditional slope roofs is complicated and time-consuming, and there are problems such as slow construction speed, difficulty in forming surface layers, and difficulty in sealing and vibrating and exhausting.
A spliced slope roofing system is adopted, including particleboard and prefabricated beams, as well as sealing plates to prevent leakage of slurry. The particleboard and prefabricated beams are spliced to form the bottom layer of the roofing system, and a surface steel mesh is laid on the top of the particleboard.
The construction process is optimized, the construction speed is improved, and the problem of surface layer forming difficulties is solved. Through the design of particleboard and the laying of surface layer steel mesh, the construction and surface layer structure forming are facilitated.
Smart Images
Figure CN222649234U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building structures, in particular to a spliced sloped roof system. Background Art
[0002] Sloped roofs are widely used in various buildings. They have many advantages such as beautiful shape and convenient drainage. In the construction process of traditional sloping roofs, the construction process is usually divided into the process of supporting formwork, laying formwork, and then pouring concrete. After the concrete is solidified and the roof is formed, the formwork and formwork need to be removed. The whole construction process is complicated and time-consuming. In addition, there are a series of problems in the whole construction process, such as slow construction speed, difficulty in forming the surface layer, and difficulty in sealing, vibrating and exhausting the film.
[0003] In view of the above background, the inventor has designed a spliced sloped roof system to solve at least one of the above problems, and thus proposed the present application. Utility Model Content
[0004] The purpose of this application is to provide a spliced sloped roof system to solve the above problems.
[0005] In order to solve the above technical problems, the utility model adopts the following solutions:
[0006] The present application provides a spliced sloped roof system, comprising a particle board and a prefabricated beam for installing the particle board, and a sealing plate for preventing slurry leakage, wherein the sealing plate is detachably connected to the prefabricated beam and / or the particle board, and the sealing plate is located at the end of the lower side of the particle board;
[0007] The particleboards and precast beams are spaced apart and fixed by splicing.
[0008] Preferably, the particle board includes a plurality of protrusion units on its top surface, and the top heights of the plurality of protrusion units at the side away from the cover plate are higher than the top heights at the side close to the cover plate.
[0009] Preferably, the top of the protrusion unit is also provided with a plurality of transverse grooves for slowing down the flow rate of concrete.
[0010] Preferably, transverse reinforcing ribs are provided on the bottom surface of the particle board, and the transverse reinforcing ribs are integrally connected to the particle board.
[0011] Preferably, the particle board and the prefabricated beam are fixed by splicing with mortise and tenon, the mortise is arranged on the side of the particle board, and the tenon is arranged on the side wing of the prefabricated beam.
[0012] Preferably, the particle board and the prefabricated beam are fixed by splicing with mortise and tenon, the mortise is arranged on the side wing of the prefabricated beam, and the tenon is arranged on the side of the particle board.
[0013] Preferably, the cross-section of the prefabricated beam is T-shaped, and the particle board is laid on the side wings of the T-shaped prefabricated beam.
[0014] Preferably, a plurality of bearing ports for installing and connecting independent supports are provided at the bottom of the prefabricated beam, and the bearing ports are evenly spaced along the axis of the prefabricated beam.
[0015] Preferably, it also includes a main beam, and one end of a plurality of prefabricated beams are evenly spaced on the main beam along the axial direction of the main beam, and the plurality of prefabricated beams are arranged parallel to each other.
[0016] Preferably, it also includes a surface steel mesh laid on the top of the particle board.
[0017] Beneficial effects of the utility model:
[0018] This application can optimize the current construction process of formwork and formwork by applying particleboard and prefabricated beams, and improve the construction speed. Secondly, on the basis of the existing structure, the surface steel mesh can be directly laid on the top of the particleboard to form a surface structure, solving the current problem of difficulty in surface forming. In addition, in the actual construction process, the particleboard can be conveniently cut according to the actual size of the slope structure to facilitate construction. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] Figure 1 It is a schematic diagram of the three-dimensional structure of the particle board in the embodiment of the present application.
[0020] Figure 2 This is a schematic diagram of the three-dimensional structure of the particle board from another perspective in the embodiment of the present application.
[0021] Figure 3 It is a schematic diagram of the three-dimensional structure of the prefabricated beam in the embodiment of the present application.
[0022] Figure 4 It is a schematic diagram of the three-dimensional structure after splicing of the embodiment of the present application.
[0023] Explanation of the reference numerals: 1-protrusion unit, 2-transverse tooth groove, 3-mortise, 4-transverse reinforcement rib, 5-prefabricated beam, 6-tenon, 7-load-bearing port, 8-closing plate. DETAILED DESCRIPTION
[0024] The present invention will be further described in detail below in conjunction with the embodiments and drawings, but the implementation manner of the present invention is not limited thereto.
[0025] In the description of the present utility model, it should be noted that the terms "center", "up", "down", "left", "right", "vertical", "longitudinal", "lateral", "horizontal", "inside", "outside", "front", "back", "top", "bottom", etc. indicate directions or positional relationships based on the directions or positional relationships shown in the accompanying drawings, or are the directions or positional relationships in which the utility model product is usually placed when in use. They are only for the convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore cannot be understood as a limitation on the present utility model.
[0026] In the description of the present invention, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "set", "open", "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0027] The present invention will be described in detail below with reference to the accompanying drawings and in combination with embodiments.
[0028] like Figures 1 to 4 As shown, this embodiment provides a spliced slope roof system, including a particle board and a prefabricated beam 5 for installing the particle board, and a sealing plate 8 for preventing leakage of slurry, the sealing plate 8 is detachably connected to the prefabricated beam 5 and / or the particle board, and the sealing plate 8 is located at the end of the lower side of the particle board;
[0029] The particle board and the prefabricated beam 5 are arranged at intervals and fixed by splicing.
[0030] This embodiment uses particleboard and prefabricated beams 5 to optimize the current construction process of formwork and formwork, and improve the construction speed. Secondly, on the basis of the existing structure, the surface steel mesh can be directly laid on the top of the particleboard to form a surface structure, thereby solving the current problem of difficulty in forming the surface layer. In addition, in the actual construction process, the particleboard can be conveniently cut according to the actual size of the slope structure to facilitate construction.
[0031] In the actual construction process, refer to Figure 1 and Figure 4 As shown, after laying the particle board, due to the plurality of protrusion units 1 provided on the particle board, V-shaped grooves are formed between the protrusion units 1, such as Figure 1 and Figure 4As shown, before pouring concrete, it is necessary to lay the surface steel mesh. After the surface steel mesh is laid, when pouring concrete, the particle board and the surface steel mesh will reduce and restrict the flow of concrete, solving the current problem of difficulty in forming the surface structure.
[0032] This embodiment uses particleboard as the bottom layer of the sloped roof, which can not only play the role of template shaping, but also can be used as a support for the upper concrete structure layer through internal reinforcement of the particleboard. During construction, the prefabricated beam 5 is first installed, and then the particleboard is placed on the prefabricated beam 5 to complete the construction, and the construction method is also very simple. In addition, due to the characteristics of the particleboard material, it can be cut on site according to the construction length requirements, and the end can be sealed with a sealing plate 8 to prevent concrete dripping.
[0033] In some preferred example embodiments, the particle board includes a plurality of protrusion units 1 located on its top surface, and the top heights of the plurality of protrusion units 1 on the side away from the sealing board are higher than the top heights on the side close to the sealing board, which can further improve the deceleration effect of concrete on the particle board and reduce the difficulty of forming the surface structure.
[0034] In some preferred exemplary embodiments, the top of the protrusion unit 1 is further provided with a plurality of transverse grooves 2 for slowing down the flow rate of concrete. By providing the transverse grooves 2, the deceleration effect of the concrete on the particle board can be further improved, and it is beneficial to smooth the concrete during the construction process.
[0035] In some preferred exemplary embodiments, the bottom surface of the particle board is provided with transverse reinforcing ribs 4, and the transverse reinforcing ribs 4 are integrally connected with the particle board. Providing the transverse reinforcing ribs 4 at the bottom of the particle board can improve the bearing capacity of the particle board.
[0036] In some preferred exemplary embodiments, the particle board and the prefabricated beam 5 are spliced and fixed by mortise 3 and tenon 6, the mortise 3 is arranged on the side of the particle board, and the tenon 6 is arranged on the side wing of the prefabricated beam 5. By setting the particle board and the prefabricated beam 5 to be spliced and fixed by mortise 3 and tenon 6, the particle board can be prevented from sliding during installation, which affects the construction problem. The mortise 3 and tenon 6 in this embodiment are both square. In some embodiments, other positioning structures that can cooperate with each other can also be used. The technicians can set them according to their needs, and no further description is given here.
[0037] In some preferred exemplary embodiments, the particle board and the prefabricated beam 5 are spliced and fixed by means of mortise and tenon 3 and tenon 6 , wherein the mortise and tenon 3 are arranged on the side wings of the prefabricated beam 5 , and the tenon 6 is arranged on the side surface of the particle board.
[0038] In some preferred exemplary embodiments, the cross section of the prefabricated beam 5 is T-shaped, and the particle board is laid on the side wings of the T-shaped prefabricated beam 5. Figure 2As shown, the cross section of the precast beam 5 is T-shaped, so that the particle board can be placed on the side wings on both sides of the precast beam 5. In some embodiments, precast beams 5 with H-shaped cross sections or precast beams 5 with other structural shapes can also be used. Technicians can set them according to their needs, which will not be described in detail here.
[0039] In some preferred exemplary embodiments, a plurality of bearing ports 7 for installing and connecting independent supports are provided at the bottom of the prefabricated beam 5 , and the bearing ports 7 are evenly spaced and distributed along the axis of the prefabricated beam 5 .
[0040] In some preferred exemplary embodiments, a main beam (not shown) is further included, and one end of a plurality of prefabricated beams 5 is evenly spaced on the main beam along the axial direction of the main beam, and the plurality of prefabricated beams 5 are arranged parallel to each other.
[0041] In some preferred exemplary embodiments, a surface steel mesh (not shown) is also included, which is laid on the top of the particle board. The surface steel mesh is provided to facilitate the formation of the surface structure and improve the stability of the entire roof structure. The surface steel mesh can be an existing conventional surface steel mesh.
[0042] During the specific construction of this embodiment, first, a steel pipe support is set up, then the main beam and eaves formwork and steel bars are installed, then an independent support is set up, then the prefabricated beam 5 is installed, the prefabricated beam 5 is installed on the main beam and the independent support, then the particle board is installed on the prefabricated beam 5 to form the bottom layer of the roof system, then the fixed surface layer steel bars are laid to form the surface layer of the roof system, then concrete is poured, and the concrete is waited for to solidify. Compared with the prior art, the installation of the prefabricated beam 5 and the particle board is convenient and simple, and has strong adaptability, and is convenient for cutting and adjusting for roofs of different sizes. At the same time, it also has the advantages of easy surface layer forming.
[0043] It is understood that the above embodiments are merely exemplary embodiments used to illustrate the principles of the present invention, but the present invention is not limited thereto. For those skilled in the art, various modifications and improvements can be made without departing from the spirit and essence of the present invention, and these modifications and improvements are also considered to be within the scope of protection of the present invention.
Claims
1. A spliced sloped roof system, characterized in that: It comprises a particle board and a prefabricated beam (5) for mounting the particle board, and a sealing plate (8) for preventing slurry leakage, wherein the sealing plate (8) is detachably connected to the prefabricated beam (5) and / or the particle board, and the sealing plate (8) is located at the end of the lower side of the particle board; The particle board and the prefabricated beam (5) are arranged at intervals and fixed by splicing.
2. A spliced sloped roof system according to claim 1, characterized in that: The particle board comprises a plurality of protruding units (1) located on its top surface, and the top heights of the plurality of protruding units (1) on the side away from the cover are higher than the top heights on the side close to the cover.
3. A spliced sloped roof system according to claim 2, characterized in that: The top of the protrusion unit (1) is also provided with a plurality of transverse tooth grooves (2) for slowing down the flow rate of concrete.
4. A spliced sloped roof system according to claim 2, characterized in that: Transverse reinforcing ribs (4) are arranged on the bottom surface of the particle board, and the transverse reinforcing ribs (4) are integrally connected and formed with the particle board.
5. The spliced sloped roof system according to claim 1, characterized in that: The particle board and the prefabricated beam (5) are spliced and fixed by means of a mortise (3) and a tenon (6); the mortise (3) is arranged on the side of the particle board, and the tenon (6) is arranged on the side wing of the prefabricated beam (5).
6. The spliced slope roof system according to claim 1, characterized in that: The particle board and the prefabricated beam (5) are spliced and fixed by means of a mortise (3) and a tenon (6); the mortise (3) is arranged on the side wing of the prefabricated beam (5), and the tenon (6) is arranged on the side of the particle board.
7. The spliced slope roof system according to claim 1, characterized in that: The cross section of the prefabricated beam (5) is T-shaped, and the particle board is laid on the side wings of the T-shaped prefabricated beam (5).
8. The spliced sloped roof system according to claim 1, characterized in that: The bottom of the prefabricated beam (5) is provided with a plurality of bearing ports (7) for installing and connecting independent supports, and the bearing ports (7) are evenly spaced and distributed along the axis of the prefabricated beam (5).
9. The spliced slope roof system according to claim 1, characterized in that: It also comprises a main beam, one end of which is evenly spaced on the main beam along the axial direction of the main beam, and the prefabricated beams (5) are arranged in parallel with each other.
10. The spliced slope roof system according to claim 1, characterized in that: It also includes a surface reinforcement mesh laid on top of the particle board.