Attached wallboard for reinforcing traditional wood frame

Abstract

The utility model relates to an attached wallboard for reinforcing a traditional wood frame. The attached wallboard comprises a rectangular framework arranged on the traditional wood frame. The plywood is arranged on the side surfaces of the rectangular framework, the floor penetrating columns and the terrace; wherein the rectangular framework, the floor penetrating square columns and the terrace are connected into an integrated structure through plywood, and the integrated structure is fixed to the concrete ground beam and the foundation through ground anchor bolts and locking nuts. The rectangular framework and the plywood are arranged on a traditional wood frame, and the rectangular framework, the floor penetrating square columns and the terrace are pulled and connected into the integrated structure through the plywood, so that the structural strength and rigidity are enhanced; the gravity load of the attached wallboard and the downward earthquake load or the upward earthquake load caused by the overturning moment of the attached wallboard under the horizontal earthquake action are transmitted to the foundation through the ground anchor bolts. Therefore, through the arrangement of the attached wallboards, the bearing capacity and the anti-seismic capacity of a traditional wood frame are comprehensively improved.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of house building construction, and in particular to a wallboard for reinforcing a traditional wood frame. BACKGROUND

[0002] Traditional dwellings are the main body of traditional villages, and most of them adopt traditional wood frame structures. The main components such as columns and beams in the wood frame structure bear the weight of the roof and other superstructure, and the wall mainly plays a containment role and does not bear the load of the roof. The joints of the wood frame structure usually adopt mortise and tenon connection, which has a certain elasticity and can absorb and disperse the energy generated by the earthquake to a certain extent, thereby reducing the damage of the earthquake to the building. The internal space of the wood frame structure is very flexible, and different components such as shutters and board walls can be used for partitioning according to needs. At the same time, the wood frame structure is also convenient for reconstruction and expansion, thereby adapting to the needs of different historical periods and social development.

[0003] As shown in Figure 3 The traditional wood frame includes a wooden column 1, a floor beam 2, a ground beam 3, and a wall partition 4, wherein a ground anchor bolt 6 is installed on the center line of the ground beam 3, and the ground anchor bolt 6 is inserted into the foundation 13 through the reinforced concrete beam 5.

[0004] In the long-term use process, the technical personnel found that due to the long history of the traditional wood frame structure and the limitation of traditional technology, it has the defects of insufficient bearing capacity and seismic resistance. CONTENT OF THE UTILITY MODEL

[0005] In order to solve or partially solve the problems in the related art, the present application provides a wallboard for reinforcing a traditional wood frame.

[0006] In order to achieve the above-mentioned purpose, the present application is realized by the following technical scheme:

[0007] A wallboard for reinforcing a traditional wood frame, the wallboard for reinforcing a traditional wood frame comprises:

[0008] A rectangular frame arranged on the traditional wood frame;

[0009] A plywood arranged on the side of the rectangular frame, the floor beam and the ground beam;

[0010] Among them, the rectangular frame, the floor beam and the ground beam are connected into an integral structure through the plywood, and the integral structure is fixed on the reinforced concrete beam and the foundation through the ground anchor bolt and the locking nut.

[0011] Optionally, the rectangular frame comprises:

[0012] An upper horizontal additional frame is nailed to the bottom surface of the floor beam by iron nails.

[0013] The lower horizontal additional frame is nailed to the top surface of the foundation pit by iron nails.

[0014] The vertical additional frame is nailed to the inner side of the wooden column by iron nails.

[0015] Optionally, the vertical columns and the horizontal connecting rods are cross-nailed in the rectangular framework by iron nails.

[0016] Optionally, the vertical columns and the horizontal connecting rods are nailed to the panel partition wall of the traditional wooden frame by iron nails.

[0017] Optionally, a steel backing plate is arranged between the ground anchor bolt and the locking nut, and the steel backing plate is fixed to the top surface of the foundation pit by the locking nut.

[0018] Optionally, the attached wallboard is located on one side or both sides of the panel partition wall of the traditional wooden frame.

[0019] Optionally, the rectangular framework, the vertical columns and the horizontal connecting rods are made of wood or engineered bamboo.

[0020] Optionally, the spacing of the iron nails ranges from 100 to 300 mm.

[0021] The application has the following beneficial effects: the rectangular framework and the plywood are arranged on the traditional wooden frame, and the rectangular framework, the floor beam and the foundation pit are pulled together into an integrated structure by the plywood, thereby enhancing the structural strength and rigidity. Meanwhile, the gravity load of the attached wallboard and the downward or upward seismic load caused by the overturning moment of the attached wallboard during horizontal earthquake is transmitted to the foundation by the ground anchor bolt. In this way, the bearing capacity and the seismic resistance of the traditional wooden frame are comprehensively improved by the arrangement of the attached wallboard.

[0022] It should be understood that the above general description and the following detailed description are only exemplary and explanatory, and cannot limit the application. BRIEF DESCRIPTION OF DRAWINGS

[0023] The above and other objects, features and advantages of the present application will become more apparent from the following detailed description when taken in conjunction with the accompanying drawings, in which like reference characters refer to like parts throughout the several views, and in which:

[0024] Figure 1 is a front view of the attached wallboard for reinforcing the traditional wooden frame according to an embodiment of the present application;

[0025] Figure 2 is a 1-1 cross-sectional view of the attached wallboard for reinforcing the traditional wooden frame according to an embodiment of the present application;

[0026] Figure 3 is a structural elevation schematic diagram of a conventional wood frame.

[0027] Reference numeral: 1 wooden column, 2 floor beam, 3 ground beam, 4 panel partition wall, 5 concrete beam, 6 ground anchor bolt, 7 plywood, 8 vertical stud, 9 upper horizontal additional frame, 10 lower horizontal additional frame, 11 vertical additional frame, 12 transverse connecting rod, 13 foundation, 14 locking nut, 15 steel backing plate, 16 iron nail, 17 rectangular skeleton. DETAILED DESCRIPTION

[0028] In the description of the present application, it should be understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and therefore cannot be understood as indicating or implying that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application.

[0029] In addition, the terms "first", "second" are only for descriptive purposes, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Therefore, the features defined with "first", "second" can explicitly or implicitly include at least one of the features. In the description of the present application, the meaning of "a plurality of" is at least two, for example, two, three, etc., unless otherwise explicitly specified and limited.

[0030] In the present application, unless otherwise explicitly specified and limited, the terms "mounting", "connection", "connection", "fixing" and the like should be broadly understood, for example, it can be fixedly connected, or it can be detachably connected, or it can be integrated; it can be mechanically connected, or it can be electrically connected or in communication with each other; it can be directly connected, or it can be indirectly connected through an intermediate medium; it can be the internal communication of two elements or the interaction relationship between two elements, unless otherwise explicitly limited. For those skilled in the art, the specific meaning of the above terms in the present application can be understood as the specific circumstances.

[0031] In the present application, unless otherwise explicitly specified and limited, the first feature is "on" or "under" the second feature can be that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, the first feature is "over", "above" and "on" the second feature can be that the first feature is directly above or obliquely above the second feature, or simply means that the first feature is higher in horizontal height than the second feature. The first feature is "under", "below" and "under" the second feature can be that the first feature is directly below or obliquely below the second feature, or simply means that the first feature is lower in horizontal height than the second feature.

[0032] In the present application, the terms "one embodiment", "some embodiments", "example", "specific example" or "some examples" and the like mean that the specific feature, structure, material or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present application. In the present specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any suitable manner in any one or more embodiments or examples. In addition, different embodiments or examples described in the present specification and the features of different embodiments or examples can be combined and combined by those skilled in the art without contradiction.

[0033] Although the embodiments of the present application have been shown and described above, it is understood that the above-described embodiments are exemplary and should not be construed as limiting the present application, and those skilled in the art can make changes, modifications, replacements and variations to the above-described embodiments within the scope of the present application.

[0034] The above is only an optional embodiment of the present application and does not limit the present application. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.

[0035] In order to make the purposes, technical solutions and beneficial effects of the present application more clear, the preferred embodiments of the present application will be described in detail below with reference to the drawings, so as to facilitate the understanding of the skilled in the art.

[0036] Embodiment one:

[0037] Referring to Figures 1 to 3 A kind of attached wallboard for reinforcing traditional wood frame, the attached wallboard for reinforcing traditional wood frame described includes:

[0038] Rectangular skeleton 17 arranged on traditional wood frame;

[0039] Plywood 7 arranged on the side of rectangular skeleton 17, floor beam 2 and ground hole 3;

[0040] The rectangular skeleton 17, the floor beam 2 and the ground beam 3 are pulled together into an integrated structure by the plywood 7, and the integrated structure is fixed on the concrete beam 5 and the foundation 13 by the ground anchor bolt 6 and the locking nut 14.

[0041] Specifically, in the present application, the rectangular skeleton 17 is arranged on the traditional wooden frame by fixed connection, the plywood 7 is arranged on the side surface of the rectangular skeleton 17, the floor beam 2 and the ground beam 3 by fixed connection, the rectangular skeleton 17, the floor beam 2 and the ground beam 3 are pulled together into an integrated structure by the plywood 7, forming an attached wallboard, so as to enhance the structural strength and rigidity.

[0042] The traditional wooden frame includes a wooden column 1, a floor beam 2, a ground beam 3 and a wall partition 4, wherein the ground anchor bolt 6 is installed on the center line of the ground beam 3, and the ground anchor bolt 6 is inserted into the foundation 13 through the concrete beam 5. The integrated structure of the present application is fixed on the concrete beam 5 and the foundation 13 by the ground anchor bolt 6 and the locking nut 14. The ground anchor bolt has a certain anchoring depth in the foundation 13, which is used to bear the downward gravity load of the attached wallboard, and the downward seismic load or upward seismic load caused by the overturning moment of the attached wallboard under horizontal earthquake action. The concrete beam 5 arranged at the lower part of the ground beam 3 transmits the vertical load borne by the attached wallboard to the foundation 13.

[0043] The present application enhances the structural strength and rigidity by arranging the rectangular skeleton 17 and the plywood 7 on the traditional wooden frame, and pulling the rectangular skeleton 17, the floor beam 2 and the ground beam 3 together into an integrated structure. At the same time, the present application transmits the gravity load of the attached wallboard and the downward seismic load or upward seismic load caused by the overturning moment of the attached wallboard under horizontal earthquake action to the foundation 13 by the ground anchor bolt 6. In this way, the bearing capacity and seismic resistance of the traditional wooden frame are comprehensively improved by the arrangement of the attached wallboard.

[0044] Embodiment two:

[0045] Referring to Figures 1 to 3 Based on embodiment one, the rectangular skeleton 17 includes:

[0046] The upper horizontal additional frame 9 is nailed to the bottom surface of the floor beam 2 by the iron nails 16;

[0047] The lower horizontal additional frame 10 is nailed to the top surface of the ground beam 3 by the iron nails 16;

[0048] The vertical additional frame 11 is nailed to the inner side surface of the wooden column 1 by the iron nails 16.

[0049] Specifically, the cross-sectional dimension of the rectangular skeleton 17 is 50mm (width) * 50mm (height). The penetration force of the iron nails 16 ensures the strength and durability of the connection, making the overall structure more stable. By connecting the upper and lower horizontal additional frames 9 and 10, the vertical additional frame 11, and the floor beam 2, the ground beam 3, and the wooden column 1 into a whole through iron nails, the stability and load-bearing capacity of the overall structure are improved.

[0050] At the same time, compared with other connection methods (such as mortise and tenon connection), iron nail connection does not require complex processes and skills, and is suitable for rapid assembly.

[0051] Optionally, the rectangular skeleton 17 is cross-nailed with vertical bone columns 8 and horizontal connecting rods 12 through iron nails 16.

[0052] Specifically, the vertical bone columns 8 are provided with several, and the horizontal connecting rod 12 is provided with one. By adding vertical bone columns 8 and horizontal connecting rods 12, the structural strength and rigidity are further enhanced.

[0053] Optionally, the vertical bone columns 8 and the horizontal connecting rods 12 are nailed to the traditional wooden frame's panel partition wall 4 through iron nails 16.

[0054] Specifically, the vertical bone columns 8 and the horizontal connecting rods 12 are cross-nailed on the panel partition wall 4 and perpendicular to each other, and the connection strength is improved through the nailing method, thereby improving the stability of the wallboard.

[0055] Optionally, a steel backing plate 15 is provided between the ground anchor bolt 6 and the locking nut 14, and the steel backing plate 15 is fixed to the top surface of the ground beam 3 through the locking nut 14.

[0056] Specifically, the steel backing plate 15 provides an additional support surface, enhancing the connection stability between the ground anchor bolt 6 and the ground beam 3, which helps to ensure that the structure remains stable under stress and is not prone to loosening or deformation. When the ground anchor bolt 6 is subjected to tension or shear force, the steel backing plate 15 can disperse these forces, preventing the top surface of the ground beam 3 from being damaged due to excessive local stress, which helps to prolong the service life of the ground beam 3 and improve its load-bearing capacity. As an isolation layer, the steel backing plate 15 can protect the top surface of the ground beam 3 from indentation or damage caused by direct compression from the locking nut 14, which helps to maintain the flatness and integrity of the surface of the ground beam 3, thereby ensuring effective connection with other structural components. During installation, the steel backing plate 15 can serve as an adjustment layer, allowing the ground anchor bolt 6 to be accurately positioned on the top surface of the ground beam 3. At the same time, by adjusting the thickness of the steel backing plate 15, the pre-tightening force of the ground anchor bolt 6 can be accurately controlled, ensuring that the fastening degree of the connection meets the design requirements.

[0057] Optionally, the attached wallboard is located on one side or both sides of the panel partition wall 4 of the traditional wooden frame.

[0058] Specifically, the plywood 7 is covered on the side of the rectangular framework 17 and the floor crossbeam 2 and the ground beam 3 of the traditional wooden frame, and then the plywood 7 is fixed on the side of the rectangular framework 17 and the floor crossbeam 2 and the ground beam 3 of the traditional wooden frame by iron nails, so as to combine the loose traditional wooden frame into a whole.

[0059] Optionally, the rectangular framework 17, the vertical column 8 and the horizontal connecting rod 12 are made of wood or engineered bamboo.

[0060] Specifically, the rectangular framework 17, the vertical column 8 and the horizontal connecting rod 12 are made of wood or engineered bamboo, so as to maintain the original appearance and typical components of the traditional building, fully exert the material strength of the traditional wooden structure, create conditions for adapting to the needs of modern production and life by adding, rebuilding and adding facilities, and solve the contradiction between the protection of traditional villages and the improvement of residents' living conditions.

[0061] In addition, wood or engineered bamboo is easy to obtain and simple to process, and can be made locally, which reduces the economic burden of villagers building houses and has good economic and social value. At the same time, the components are light in weight and high in structural efficiency, easy to manufacture, and can effectively promote the protection and utilization of traditional dwellings.

[0062] Optionally, the spacing of the iron nails 16 is 100-300 mm.

[0063] Specifically, the spacing of the iron nails 16 is designed to be 100-300 mm, so that the uniformly distributed iron nails 16 can more effectively disperse the stress and load on the wood, avoiding cracking or damage of the wood due to excessive pressure at a single point. The uniformly spaced iron nails 16 can ensure the formation of a uniform connection network between the wood, thereby improving the stability and carrying capacity of the overall structure.

[0064] It should be noted that the structures and / or installation methods not described in detail in the present application are known to those skilled in the art and / or can be obtained from the prior art, and are not the focus of the disclosure in the present application, and will not be described further.

[0065] Finally, it should be noted that the above preferred embodiments are only used to illustrate the technical solutions of the present application and are not limiting. Although the present application has been described in detail through the above preferred embodiments, those skilled in the art should understand that various changes can be made in form and detail without departing from the scope defined by the claims of the present application; the sizes of the drawings are not related to the actual size, and the actual size can be changed arbitrarily.

Claims

1. An attached wall panel for reinforcing a traditional timber frame, characterised in that, The attached wallboard for reinforcing traditional timber frame comprises: a rectangular framework (17) arranged on the traditional timber frame; plywood (7) arranged on the side of the rectangular framework (17), the floor beam (2) and the ground beam (3); wherein the rectangular framework (17), the floor beam (2) and the ground beam (3) are connected into an integrated structure by the plywood (7), and the integrated structure is fixed on the concrete beam (5) and the foundation (13) by the ground anchor bolt (6) and the locking nut (14).

2. The attached wall panel for reinforcing a traditional wood frame as recited in claim 1, wherein, The rectangular framework (17) comprises: an upper horizontal additional frame (9) nailed to the bottom surface of the floor beam (2) by iron nails (16); a lower horizontal additional frame (10) nailed to the top surface of the ground beam (3) by iron nails (16); a vertical additional frame (11) nailed to the inner side of the timber column (1) by iron nails (16).

3. An adhered wall panel for reinforcing a traditional timber framed building as claimed in claim 1 or 2, wherein, The vertical column (8) and the horizontal connecting rod (12) are cross-nailed in the rectangular framework (17) by iron nails (16).

4. The attached wall panel for reinforcing a traditional wood frame as recited in claim 3, wherein, The vertical column (8) and the horizontal connecting rod (12) are nailed to the panel partition wall (4) of the traditional timber frame by iron nails (16).

5. The attached wall panel for reinforcing a traditional wood frame as recited in claim 1, wherein, A steel backing plate (15) is arranged between the ground anchor bolt (6) and the locking nut (14), and the steel backing plate (15) is fixed on the top surface of the ground beam (3) by the locking nut (14).

6. The attached wall panel for reinforcing a traditional wood frame as recited in claim 1, wherein, The attached wallboard is arranged on one side or both sides of the panel partition wall (4) of the traditional timber frame.

7. The attached wall panel for reinforcing a traditional wood frame as recited in claim 3, wherein, The rectangular framework (17), the vertical column (8) and the horizontal connecting rod (12) are made of wood or engineering bamboo.

8. The attached wall panel for reinforcing a traditional wood frame as recited in claim 3, wherein, The spacing of the iron nails (16) is 100-300 mm.

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