Door and window lintel of building and house building

By combining a support beam, a tension transfer platform, and reinforcing steel bars, the problem of laborious and unsafe installation of precast concrete lintels is solved, achieving lightweight installation and high-safety construction results.

CN223706866UActive Publication Date: 2025-12-23SICHUAN HUAXI NINTH CONSTR ENG CO LTD
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Patent Information

Application Number
CN202520114352.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-17
Publication Date
2025-12-23
Estimated Expiration
2035-01-17

AI Technical Summary

Technical Problem

In existing technologies, the installation of precast concrete lintels is labor-intensive and has low safety, which affects construction efficiency and worker safety.

Method used

A combined structure of support beams, tension transfer platforms, and reinforcing steel bars is adopted to replace traditional precast concrete beams. The supporting beams are equipped with reinforcing steel bars, and the blocks are connected through tension transfer platforms to form a lightweight load-bearing structure.

Benefits of technology

This makes installation easier, reduces the difficulty for workers to lift the equipment, and improves the safety and efficiency of the construction site.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a door and window lintel of a building and a house building, and relates to the technical field of building structures. A door and window lintel of a building comprises a supporting beam arranged above a wall, tension conversion tables are arranged at the two ends of the supporting beam, a stressed steel bar is arranged in the supporting beam, and the two ends of the stressed steel bar extend into the tension conversion tables. And a plurality of building blocks are arranged at the top of the supporting beam between the two tension transfer tables. The door and window lintel of the building is adopted in the house building. And during installation, only a worker needs to carry out installation firstly. The supporting beam and the tension transfer table are installed on the top of the door opening wall body, and then the building blocks are installed on the supporting beam. The weight of the supporting beam and the weight of the tension transfer table are far lower than that of a traditional concrete precast beam, the weight of the building block is low, lifting is easier for workers, and therefore installation is easier. And the situation of accidental falling is not likely to occur, and the safety to workers is good.
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Description

TECHNICAL FIELD

[0001] The utility model relates to building structure technical field, concretely relates to a building's door and window lintel and house building. BACKGROUND

[0002] Lintel is a common component on the door and window hole of masonry structure house wall, which is used to bear the weight of masonry above the top surface of the hole and the load transmitted from the upper floor beam plate. The main function of the lintel is to transmit these loads to the walls on both sides of the hole to ensure the stability and safety of the building. The lintel has various forms, including reinforced brick lintel, brick flat arch, brick arch, reinforced concrete lintel, brick wedge arch lintel, brick half-round arch lintel, and wood lintel. The lintel plays a role of connecting the upper and lower parts in the building, which not only can bear the weight transmitted from the floor or roof, but also can disperse the weight to the walls on both sides.

[0003] At present, the conventional lintel is a prefabricated concrete lintel, and the size of 0.2m*0.2m*1.5m is the conventional lintel size. The weight of the prefabricated concrete lintel is about 150kg. At least three or four workers are needed to lift the prefabricated concrete lintel to the top of the door hole wall during installation. The installation process requires a high demand for manpower, and there is a risk of accidental falling during the installation process, which affects the safety of the workers.

[0004] Therefore, in order to improve the construction efficiency and speed up the construction progress, the existing technology needs to be improved. CONTENT OF THE UTILITY MODEL

[0005] The technical problem to be solved by the utility model is that the installation of the prefabricated concrete lintel in the prior art is very laborious and has low safety. The utility model aims to provide a building's door and window lintel and house building, which has the beneficial effects of easy installation and high safety by using corresponding technical means.

[0006] The utility model is achieved by the following technical solutions:

[0007] In the first aspect, the utility model provides a building's door and window lintel, which comprises a support beam arranged above a wall, two tension conversion tables arranged at the two ends of the support beam, a stress reinforcement arranged in the support beam, and a plurality of blocks arranged on the top of the support beam between the two tension conversion tables.

[0008] Further, in the utility model, the stress reinforcement is connected with an upward extending part one, and the extending part one is located in the tension conversion table.

[0009] Further, in the utility model, the extending part one is perpendicular to the stress reinforcement.

[0010] Furthermore, in this utility model, the aforementioned extension part one is connected to a downward-facing extension part two, which is located inside the tension conversion table.

[0011] Furthermore, in this utility model, the first extension and the second extension form a V-shape.

[0012] Furthermore, in this invention, the width occupied by the first extension and the second extension is not less than two-thirds of the width of the tension conversion table.

[0013] Furthermore, in this invention, the top of the block is flush with the top of the tension conversion platform.

[0014] Furthermore, in this utility model, the aforementioned reinforcing steel bar is configured as threaded steel.

[0015] Secondly, this utility model also provides a building structure, which includes lintels for doors and windows.

[0016] Compared with the prior art, this utility model has the following advantages and beneficial effects:

[0017] This utility model replaces traditional precast concrete beams with a combination of support beams, tension transfer platforms, reinforcing steel bars, and masonry blocks in the construction of door and window lintels and buildings. The support beams (including the tension transfer platforms) can be precast reinforced concrete, with reinforcing steel bars installed inside to increase the overall strength of the door and window lintels. During installation, workers first install the support beams to the top of the doorway wall, and then lay the masonry blocks on top of the support beams. The weight of the support beams and tension transfer platforms is significantly lower than that of traditional precast concrete beams, and the masonry blocks are also lighter, making them easier for workers to lift and thus simplifying installation. This also reduces the risk of accidental falls and improves worker safety. Attached Figure Description

[0018] The accompanying drawings, which are included to provide a further understanding of the embodiments of the present invention and form part of this application, do not constitute a limitation thereof. In the drawings:

[0019] Figure 1 This is a schematic diagram of a building according to the present utility model;

[0020] Figure 2 This is a schematic diagram of a door and window lintel of a building according to the present invention.

[0021] The attached diagram shows the following markings and corresponding component names: 1-wall, 2-support beam, 3-tension conversion platform, 4-reinforcing steel bar, 401-extension one, 402-extension two, 5-block. DETAILED DESCRIPTION

[0022] In order to make the objectives, technical solutions and advantages of the present application clearer, the present application will be further described in detail below with reference to the embodiments and drawings, in which the illustrative embodiments of the present application and their descriptions are only used to explain the present application and should not be considered as a limitation to the present application. The following detailed description of the embodiments of the present application provided in the drawings is not intended to limit the scope of the claimed present application, but merely represents selected embodiments of the present application. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without any creative effort fall within the scope of the present application.

[0023] It should be noted that: similar reference numerals and letters represent similar items in the following drawings, thus, once an item is defined in one drawing, it need not be further defined and explained in subsequent drawings. In the description of the embodiments of the present application, it should also be noted that, unless otherwise explicitly specified and limited, if the terms "arrange", "mount", "connect" appear, they should be understood in a broad sense, for example, they can be fixedly connected, or detachably connected, or integrally connected; they can be mechanically connected, or electrically connected; they can be directly connected, or indirectly connected through an intermediate medium, or the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present application can be understood according to the specific circumstances.

[0024] Embodiment 1

[0025] The present embodiment 1 provides a building door and window lintel, as shown in Figure 1 , Figure 2 , the specific structure is described as follows.

[0026] Referring to Figure 2 , the building door and window lintel of the present application mainly comprises four parts of a support beam 2, a tension conversion table 3, a stress reinforcement 4 and a block 5, wherein the support beam 2 is a relatively thin concrete flat plate, for a door and window opening not more than 1.2 meters wide, the thickness of the support beam 2 can be manufactured to be 4 centimeters. The tension conversion table 3 is also made of a concrete block, the tension conversion table 3 is fixedly installed at both ends of the support beam 2, and the tension conversion table 3 and the support beam 2 are integrally formed and cast.

[0027] Further, in combination with Figure 1 and Figure 2As shown, the bottom of the tension conversion table 3 and the bottom of the support beam 2 are flush, and the height of the tension conversion table 3 in this embodiment is 15 cm. The space for installing the mounting block 5 is surrounded by the middle of the two tension conversion tables 3 and above the support beam 2. Eight mounting blocks 5 (for example, bricks) are installed in a neat manner on the top of the support beam 2, and the left mounting block 5 abuts against the left tension conversion table 3, and the right mounting block 5 abuts against the right tension conversion table 3.

[0028] It should be noted that the height of the mounting block 5 is 11.5 cm, and the top surface of the mounting block 5 is flush with the top surface of the tension conversion table 3. Before installing the mounting block 5, cement is applied to the surface of the mounting block 5, which is beneficial to forming an integral body with the tension conversion table 3 and the support beam 2 after solidification, thereby meeting the force requirement.

[0029] In some embodiments of this embodiment, in order to make the strength of the building door and window lintel meet the force requirement, a force bearing steel bar 4 is installed inside the support beam 2, which is combined with the Figure 1 As shown, the two ends of the force bearing steel bar 4 are connected with an extension part one 401, and the end of the extension part one 401 is connected with an extension part two 402. The force bearing steel bar 4 is horizontally installed inside the support beam 2, and the extension part one 401 is vertically installed upwards inside the tension conversion table 3. Since the bottom end of the extension part one 401 is fixedly connected with the right end of the force bearing steel bar 4, the extension part one 401 and the force bearing steel bar 4 are perpendicular to each other.

[0030] Further, in combination with Figure 2 As shown, in order to make the tension conversion table 3 play a better force bearing effect, the top end of the extension part one 401 is connected with the extension part two 402, the left extension part two 402 extends towards the lower left, and the right extension part two 402 extends towards the lower right, and the extension part one 401 and the extension part two 402 form a V shape. The force bearing steel bar 4, the extension part one 401 and the extension part two 402 can all be made of screw steel.

[0031] It should be noted that in combination with Figure 1 As shown, the width occupied by the extension part one 401 and the extension part two 402 is not less than two-thirds of the width of the tension conversion table 3, for example, the width of the tension conversion table 3 is 50 cm, and the width of the extension part one 401 and the extension part two 402 is 35 cm.

[0032] Embodiment 2

[0033] In combination with Figure 1 As shown, the building door and window lintel of the present embodiment 2 adopts the building door and window lintel in the embodiment 1. The building door and window lintel is installed on the top of the wall body 1.

[0034] The working principle of the building door and window lintel and the house building of the present embodiment is as follows:

[0035] Support beam 2 (including tension conversion platform 3) can adopt reinforced concrete prefabrication, and stress reinforcement 4 is arranged in the inside of support beam 2 (tension conversion platform 3), so that the overall strength of the door and window lintel of the building is increased. When installation, workers only need to install support beam 2 and tension conversion platform 3 to the top of door hole wall body 1 first, and then install block 5 on support beam 2. The weight of support beam 2 and tension conversion platform 3 is far lower than that of the traditional concrete prefabricated beam, and the weight of block 5 is also low, so it is easier for workers to lift and install, and it is also easier to install. It is not easy to fall accidentally, and the safety of workers is better.

[0036] Suppose the size of the lintel is: 200mm high * 200mm wide * (900mm door hole width + 300mm * 2)

[0037] The weight of the conventional lintel is: 0.2m * 0.2m * 1.5m * ρ density (2.5 * 10 3 kg / m 3 ) ≈ 150kg

[0038] The weight of the door and window lintel of the building of the utility model: 0.2m * 0.04m * 1.5m * ρ density (2.5 * 10 3 kg / m 3 ) ≈ 30kg

[0039] The height of the door hole is generally 2.1m, and at least 3 people are needed to place the conventional lintel to the specified position. The weight of the door and window lintel of the building of the utility model is smaller, and only one person is needed to place it to the specified position. The door and window lintel of the building of the utility model has positive significance for improving the efficiency and progress of the construction site.

[0040] Combining Figure 1 The stress analysis shows that support beam 2 is a tensile region, block 5 is a compression region, and tension conversion platform 3 is a tensile and compressive stress conversion region, that is, the forces borne by the tensile region and the compression region are equal in size and opposite in direction. Therefore, the mechanical system of the door and window lintel of the building is in a state of force balance.

[0041] The utility model discloses a first aspect, the utility model provides a kind of door and window lintel of building, it includes the support beam 2 being arranged in the upper portion of wall body 1, the both ends of support beam 2 are provided with tension conversion platform 3, the inside of support beam 2 is provided with stress reinforcement 4, the both ends of stress reinforcement 4 extend to tension conversion platform 3, and the top of support beam 2 between two tension conversion platforms 3 is provided with a plurality of blocks 5.Stress reinforcement 4 is connected with upwards extension part one 401, and extension part one 401 is located in tension conversion platform 3.Extension part one 401 is perpendicular to stress reinforcement 4.Extension part one 401 is connected with downwards extension part two 402, and extension part two 402 is located in tension conversion platform 3.Extension part one 401 and extension part two 402 form V shape.Extension part one 401 and extension part two 402 occupy width not less than two-thirds of tension conversion platform 3 width.The top of block 5 is level with the top of tension conversion platform 3.Stress reinforcement 4 is configured as screw thread steel.Second aspect, the utility model further provides a kind of house building, it includes the door and window lintel of building.Therefore, the door and window lintel of building of the utility model and house building have the beneficial effects of easy installation, high safety.

[0042] The above-described specific embodiments have further detailed the purposes, technical solutions and beneficial effects of the utility model, and it should be understood that the above-described is only the specific embodiments of the utility model, and is not used to limit the protection scope of the utility model, and any modification, equivalent replacement, improvement, etc. within the spirit and principle of the utility model should be included in the protection scope of the utility model.

Claims

1. A lintel for a door or window of a building, characterised in that, The application relates to a support beam (2) arranged above a wall (1), the two ends of the support beam (2) are provided with tension conversion tables (3), the inside of the support beam (2) is provided with force-bearing steel bars (4), the two ends of the force-bearing steel bars (4) extend into the tension conversion tables (3), and the top of the support beam (2) between the two tension conversion tables (3) is provided with a plurality of blocks (5).

2. The architectural door and window lintel according to claim 1, wherein, The force-bearing steel bars (4) are connected with upward extending parts I (401), and the extending parts I (401) are located in the tension conversion tables (3).

3. The architectural door and window lintel according to claim 2, wherein, The extending parts I (401) are perpendicular to the force-bearing steel bars (4).

4. The architectural door and window lintel according to claim 2, wherein, The extending parts I (401) are connected with downward extending parts II (402), and the extending parts II (402) are located in the tension conversion tables (3).

5. The architectural door and window lintel according to claim 4, wherein, The extending parts I (401) and the extending parts II (402) form a V shape.

6. The architectural door and window lintel according to claim 4, wherein, The width occupied by the extending parts I (401) and the extending parts II (402) is not less than two-thirds of the width of the tension conversion tables (3).

7. The architectural door and window lintel according to claim 1, wherein, The top of the blocks (5) is flush with the top of the tension conversion tables (3).

8. The architectural door and window lintel of claim 1, wherein, The force-bearing steel bars (4) are arranged in the form of screw steel bars.

9. A building construction, characterized by The application further relates to a door and window lintel of a building as claimed in any one of claims 1-8.