Archaized building folk house wood joist reinforcing structure

Abstract

The utility model provides an archaized building folk house wood joist reinforcing structure which comprises an installation plate, the installation plate is fixedly installed on a cement structure through four expansion bolts, a steel beam fixedly installed on the installation plate is located in wood joists, filling wood joists are arranged in the wood joists, namely the upper portion and the lower portion of the steel beam, and wood joist plugs are installed on the two sides of the steel beam. A wood joist arm integrally arranged on the packaging wood joist is inserted into the wood joist and is matched with the wood joist plug; the bearing capacity and the shock resistance of the wood joist are greatly improved, and the wood joist perfectly adapts to the modern environment and complex loads. The shape and size of the steel beam are adjustable, structural flexibility is enhanced, installation and maintenance are simplified, cost is reduced, and environmental damage is reduced. Meanwhile, steel and wood are reasonably utilized, the strength stability is guaranteed, the material utilization rate is increased, the sustainable development concept is practiced, and the building cost is effectively reduced. As a whole, the archaized building wood joist is attractive, practical and economical, and is an ideal choice for archaized building wood joist reinforcement.

Description

Technical Field

[0001] The utility model belongs to the technical field of slatted wood structures, in particular to a slatted wood reinforcement structure for an antique residential building. Background Art

[0002] In antique buildings, slatted timber is a crucial structural element, and its strength and stability are directly linked to the building's overall safety and service life. Traditional slatted timber structures often utilize a single wood material, connected by joints and mortise and tenon joints. While this structure can meet the aesthetic requirements of antique architecture to a certain extent, it often lacks load-bearing capacity and seismic resistance. This is especially true in modern environments, where antique buildings often need to withstand greater loads and more complex climates, making traditional slatted timber structures difficult to meet these requirements.

[0003] Furthermore, traditional slatted timber structures present numerous installation and maintenance challenges. Since slatted timber is typically constructed from whole logs, its weight and bulk increase the difficulty of transportation and installation while also limiting the flexibility and adjustability of the slatted timber structure. Furthermore, maintenance often requires the entire slatted timber structure to be replaced, which is not only costly but also has a significant impact on the environment.

[0004] Therefore, it is very necessary to invent a kind of antique-style residential building wood reinforcement structure. Utility Model Content

[0005] In order to solve the above technical problems, the utility model provides a slat reinforcement structure for antique residential buildings, including a mounting plate, expansion bolts, steel beams, slats, filled slats, slat tenons, slat arms and encapsulated slats. The mounting plate is fixedly mounted on the cement structure by four expansion bolts. The steel beam fixedly mounted on the mounting plate is located inside the slats. The interior of the slats, that is, the upper and lower parts of the steel beams are provided with filled slats, and slat tenons are installed on both sides of the steel beam. The slat arms integrally arranged on the encapsulated slats are inserted into the interior of the slats and cooperate with the slat tenons.

[0006] Preferably, the steel beam is an "H"-shaped steel structure, and the filling slats, slat tenons, and slat arms are distributed around the steel beam, that is, inside the slats.

[0007] Preferably, the middle of the fret wood is a hollow cylindrical structure, and an opening at one end of the fret wood is encapsulated by the encapsulating fret wood member.

[0008] Preferably, the hollow area of ​​the slats is filled with the filling slats, slat tenons and slat arms, wherein an "H"-shaped area is formed in the middle to allow the steel beam to be installed.

[0009] Preferably, the filling slats and the slat arms are both provided with outer arc surfaces that fit with the inner wall of the hollow area of ​​the slats.

[0010] Preferably, the wooden tenon is a triangular tenon body, and the inner surface of the wooden arm is provided with an inclined surface corresponding to the wooden tenon.

[0011] Compared with the prior art, the present invention has the following beneficial effects:

[0012] The utility model forms a composite reinforced structure that is both beautiful and practical by arranging steel beams inside the slats, and coordinating structures such as filling slats, slat tenons and slat arms. This structure significantly improves the load-bearing capacity and seismic performance of the slats, enabling them to better adapt to modern environments and complex load requirements. At the same time, the shape and size of the steel beams, which serve as the main load-bearing components, can be flexibly adjusted according to actual needs. In addition, the design of structures such as slat arms and slat tenons enhances the flexibility of the slat structure, simplifies the installation and maintenance process, reduces difficulty and cost, and reduces damage to the environment. In addition, by rationally utilizing materials such as steel and wood, the structure improves the utilization rate of materials while ensuring strength and stability, conforms to the concept of sustainable development, and effectively reduces construction costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a schematic diagram of the explosion structure of the utility model.

[0014] Figure 2 It is a half-section structural schematic diagram of the utility model.

[0015] In the picture:

[0016] Mounting plate 1, expansion bolt 2, steel beam 3, slats 4, filling slats 5, slat tenon 6, slat arms 7, encapsulating slats 8. DETAILED DESCRIPTION

[0017] In order to help those skilled in the art better understand the present invention, the following will clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative work should fall within the scope of protection of the present invention.

[0018] In the description of the embodiments, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "two ends", "one end", "the other end" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the devices or components referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as limiting the present invention. In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance. In the description of the utility model, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "provided with", "connected", etc. should be understood in a broad sense. For example, "connected" 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, an indirect connection through an intermediate medium, or it can be a communication between the internal parts of two components. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to the specific circumstances.

[0019] As attached Figure 1 To the attached Figure 2 As shown:

[0020] The utility model provides a reinforcing structure of slats for residential buildings in imitation of antiques, comprising a mounting plate 1, expansion bolts 2, a steel beam 3, slats 4, filling slats 5, slat tenons 6, slat arms 7 and a packaged slat wood 8. The mounting plate 1 is fixedly mounted on a cement structure by four expansion bolts 2. The steel beam 3 fixedly mounted on the mounting plate 1 is located inside the slats 4. Filling slats 5 are provided inside the slats 4, i.e., above and below the steel beam 3. Slat tenons 6 are installed on both sides of the steel beam 3. The slat arms 7 integrally arranged on the packaged slat wood 8 are inserted into the interior of the slats 4 and cooperate with the slat tenons 6.

[0021] Furthermore, the steel beam 3 utilizes an H-shaped steel structure, which not only provides strong load-bearing capacity but also enhances structural stability. Inside the slats 4, filler slats 5, slat dowels 6, and slat arms 7 are strategically arranged around the beam 3, forming a compact and organized internal structure. This layout not only fully utilizes space but also further enhances the overall strength and stability of the slats 4.

[0022] Furthermore, the slats 4 are designed as hollowed-out cylindrical structures. This design not only reduces the weight of the slats 4 but also provides ample space for internal reinforcement. The opening at one end of the slats 4 is tightly enclosed by the encapsulating slats 8, ensuring the integrity and stability of the internal structure of the slats 4. The addition of the encapsulating slats 8 also makes the slats 4 look neater and more aesthetically pleasing.

[0023] Furthermore, the hollow area of ​​the slats 4 is filled with filler slats 5, slat dowels 6, and slat arms 7, forming an "H"-shaped area between the three to allow the installation of the steel beam 3. This design not only allows the steel beam 3 to be firmly installed inside the slats 4, but also further enhances the load-bearing capacity and seismic performance of the slats 4 through the filler.

[0024] Furthermore, the outer arc surfaces of the filling slats 5 and the slat arms 7 are carefully designed to perfectly fit the inner wall of the hollow area of ​​the slats 4. This design not only improves the stability of the filling, but also reduces the voids inside the slats 4, further enhancing the overall strength of the slats 4.

[0025] Furthermore, the slat tenon 6 is designed as a triangular tenon. This shape not only increases the stability of the tenon but also strengthens the connection between the slats 4. The inner surface of the slat arm 7 is provided with an inclined surface corresponding to the slat tenon 6. This design allows the slat arm 7 to be tightly inserted into the slat 4 and form a stable connection with the slat tenon 6. This connection method not only improves the structural integrity of the slats 4, but also makes the installation and maintenance of the slats 4 more convenient and faster.

[0026] The construction process steps are as follows:

[0027] First, prepare for construction: Gather all necessary materials and tools, including mounting plate 1, expansion bolts 2, steel beams 3, slats 4, filler slats 5, slat dowels 6, slat arms 7, and encapsulating slats 8, as well as necessary construction tools and equipment. Check that the concrete foundation is flat and secure to ensure stable installation of mounting plate 1.

[0028] Next, fix the mounting plate 1: Place the mounting plate 1 in the predetermined position and secure it firmly to the concrete structure using four expansion bolts 2. Ensure that the mounting plate 1 is level and stable to facilitate the subsequent installation of the steel beam 3.

[0029] Then, install the steel beam 3: fix the steel beam 3 on the mounting plate 1 according to the predetermined position and direction. Ensure that the position of the steel beam 3 is accurate and firmly connected to the mounting plate 1.

[0030] Next, install the slats 4 and their internal structure: design the slats 4 as a cylindrical structure with a hollow middle, and ensure that one end is open. On the upper and lower sides of the steel beam 3, place the filler slats 5 by bonding with adhesive to fill the gap inside the slats 4. On both sides of the steel beam 3, install the slat tenon 6, which resists the mounting plate 1 to ensure that it fits tightly with the steel beam 3 and the filler slats 5, and that the subsequent installation is stable. Insert the slat arms 7 on the encapsulated slats 8 into the interior of the slats 4 so that they cooperate with the slat tenon 6 to form a stable connection. Ensure that the hollow area of ​​the slats 4 is filled with the filler slats 5, slat tenon 6 and slat arms 7, and that an "H"-shaped area is formed between the three to allow the installation of the steel beam 3.

[0031] Next, proceed to detail work: check that the outer arcs of the filler ribs 5 and rib arms 7 fit perfectly with the inner wall of the hollow area of ​​the rib 4, and make adjustments if necessary to ensure stability. Ensure that the triangular tenon of the rib dowel 6 fits tightly with the inner bevel of the rib arm 7 to form a stable connection.

[0032] Finally, the construction is completed and inspected: the construction site is cleaned and all materials and tools are properly returned. The entire timber reinforcement structure is inspected to ensure that all components are correctly installed and securely connected. Necessary testing and commissioning are performed to ensure that the performance of the timber reinforcement structure meets the design requirements.

[0033] Utilizing the technical solution described in the utility model, or those skilled in the art designing similar technical solutions inspired by the technical solution of the utility model to achieve the above-mentioned technical effects, all fall within the scope of protection of the utility model.

Claims

1. A reinforced timber structure for an antique residential building, characterized in that: The invention comprises a mounting plate (1), expansion bolts (2), a steel beam (3), a slat (4), a filling slat (5), a slat tenon (6), a slat arm (7) and a packaging slat (8); the mounting plate (1) is fixedly mounted on the cement structure by four expansion bolts (2); the steel beam (3) fixedly mounted on the mounting plate (1) is located inside the slat (4); the filling slats (5) are arranged inside the slat (4), that is, above and below the steel beam (3); slat tenons (6) are installed on both sides of the steel beam (3); the slat arms (7) integrally arranged on the packaging slat (8) are inserted into the interior of the slat (4) and cooperate with the slat tenons (6).

2. The reinforced timber structure for an antique residential building according to claim 1, characterized in that: The steel beam (3) is an "H"-shaped steel structure, and the filling slats (5), slat tenons (6), and slat arms (7) are distributed around the steel beam (3), that is, inside the slats (4).

3. The reinforced timber structure for an antique residential building according to claim 2, characterized in that: The middle of the fretwood (4) is a hollowed-out cylindrical structure, and one end opening of the fretwood (4) is encapsulated by the encapsulating fretwood (8).

4. The reinforced timber structure for an antique residential building as claimed in claim 3, characterized in that: The hollow area of ​​the slats (4) is filled by the filling slats (5), slat tenons (6) and slat arms (7), wherein an "H"-shaped area is formed in the middle of the three to allow the steel beam (3) to be installed.

5. The reinforced timber structure for an antique residential building as claimed in claim 4, characterized in that: The filling slats (5) and the slat arms (7) are both provided with outer arc surfaces that fit with the inner wall of the hollow area of ​​the slats (4).

6. The reinforced timber structure for an antique residential building according to claim 4, characterized in that: The wooden tenon (6) is a triangular tenon body, and the inner surface of the wooden arm (7) is provided with an inclined surface corresponding to the wooden tenon (6).

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