Fabricated building

Abstract

The utility model discloses an assembly type building which comprises a prefabricated column component which comprises a concrete column body, a connecting screw rod and a connecting hole part, one end of the connecting screw rod is pre-buried in the first end of the concrete column body, the other end of the connecting screw rod extends out of the concrete column body from the first end, and the connecting hole part is pre-buried in the second end of the concrete column body. The second end and the first end are two opposite ends of the concrete column body; the precast beam component comprises a concrete beam body, and a beam column connecting grouting hole is formed in one end of the concrete beam body. The connecting screw rod of the lower-layer prefabricated column component sequentially penetrates through the beam column connecting grouting hole of the prefabricated beam component and the connecting hole part of the upper-layer prefabricated column component, and the connecting screw rod of the lower-layer prefabricated column component is fixedly connected with the connecting hole part of the upper-layer prefabricated column component through a fastening nut. According to the utility model, one-time installation of the beam-column joint and the column-column joint is realized at the same time, the construction efficiency is greatly improved, the beam-column joint and the column-column joint are stable and reliable after installation, and the construction requirements are met.

Description

Technical Field

[0001] This utility model relates to the field of building engineering technology, specifically to a prefabricated building. Background Technology

[0002] Prefabricated buildings refer to buildings where a large amount of on-site work in traditional construction methods is transferred to factories. Building components and accessories (such as floor slabs, wall panels, stairs, balconies, etc.) are processed and manufactured in factories, transported to the construction site, and assembled and installed on-site using reliable connection methods.

[0003] In the practical application of prefabricated building projects, considering the overall structural stability and reliability of the building, the prefabrication and assembly of building structural support columns and beams are rarely carried out. Most of them are still constructed by on-site casting, which is less efficient and affects the construction progress.

[0004] In view of the above, this utility model is hereby proposed. Utility Model Content

[0005] To solve the above-mentioned technical problems, this utility model proposes a prefabricated building, specifically, the following technical solution is adopted:

[0006] A prefabricated building, comprising:

[0007] A precast column component includes a concrete column, a connecting bolt, and a connecting hole component. One end of the connecting bolt is embedded in the first end of the concrete column, and the other end extends out of the concrete column from the first end. The connecting hole component is embedded in the second end of the concrete column, and the second end and the first end are the opposite ends of the concrete column.

[0008] A precast beam component, including a concrete beam body, one end of which has a beam-column connection grouting hole;

[0009] The connecting bolts of the lower precast column components pass sequentially through the beam-column connection grouting holes of the precast beam components and the connection hole components of the upper precast column components. The connecting bolts of the lower precast column components are fixedly connected to the connection hole components of the upper precast column components by tightening nuts.

[0010] As an optional embodiment of this utility model, one end of the concrete beam has a beam-column connection lug, and the beam-column connection lug has a first beam-column connection grouting hole that runs vertically through the beam.

[0011] The precast beam component includes a first precast beam component and a second precast beam component. The beam-column connection lug of the first precast beam component and the beam-column connection lug of the second precast beam component are interlocked. The connecting screw includes a first connecting screw. The first connecting screw of the lower precast column component passes through the first beam-column connection grouting hole on the beam-column connection lug of the first precast beam component and the first beam-column connection grouting hole on the beam-column connection lug of the second precast beam component.

[0012] As an optional embodiment of this utility model, the concrete beam has a second beam-column connection grouting hole that runs vertically through the beam-column connection lug. The connecting screw includes a second connecting screw and a third connecting screw. The second connecting screw of the lower precast column component passes through the second beam-column connection grouting hole of the first precast beam component, and the third connecting screw of the lower precast column component passes through the second beam-column connection grouting hole of the second precast beam component.

[0013] As an optional embodiment of this utility model, a prefabricated building includes an exterior wall panel, which is hung on the precast beam component, and the outer peripheral edge of the exterior wall panel is sealed to the precast beam component and the precast column component.

[0014] As an optional embodiment of this utility model, a prefabricated building includes a mounting screw. The concrete beam of the precast beam component has a grouting hole for connecting the hanging plate. The exterior wall hanging plate has a hanging plate connecting channel. A steel plate is embedded at the end of the hanging plate connecting channel. One end of the mounting screw passes through the hanging plate connecting grouting hole and is fixedly connected to the concrete beam of the precast beam component by a fastening nut. The other end of the mounting screw passes through the hanging plate connecting channel and the embedded steel plate and is fixedly connected to the embedded steel plate of the exterior wall hanging plate by a fastening nut.

[0015] As an optional embodiment of this utility model, steel washers are respectively provided between the fastening nut and the concrete beam of the precast beam component, and between the fastening nut and the embedded steel plate of the exterior wall panel.

[0016] As an optional embodiment of this utility model, a sealing strip is provided in the gap between the exterior wall panel and the precast column component.

[0017] As an optional embodiment of this utility model, PE rods are respectively installed on both sides of the sealing strip in the gap between the exterior wall panel and the precast column component. The gap on one side of the PE rod is sealed by filling mortar, and the gap on the other side of the PE rod is sealed by filling with building weather-resistant structural adhesive.

[0018] As an optional embodiment of this utility model, a sealing strip is provided in the gap between the exterior wall panel and the precast beam component below, and the gap is sealed on both sides of the sealing strip by filling mortar.

[0019] As an optional embodiment of this utility model, a PE rod is installed in the gap between the exterior wall panel and the precast beam component above, and the outside of the PE rod is sealed by filling the gap with building weather-resistant structural adhesive.

[0020] Compared with the prior art, the beneficial effects of this utility model are as follows:

[0021] This utility model discloses a prefabricated building that manufactures prefabricated column components and prefabricated beam components in a factory, transports the prefabricated components to the construction site, and uses hoisting for assembly and fixing. The connecting bolts of the lower prefabricated column components pass sequentially through the beam-column connection grouting holes of the prefabricated beam components and the connection holes of the upper prefabricated column components, and are then tightened with fastening nuts. This achieves one-time installation of beam-column joints and column-column joints, making the installation process simple and convenient, greatly improving construction efficiency. After installation, the beam-column joints and column-column joints are stable and reliable, meeting the requirements of prefabricated building construction. Attached Figure Description

[0022] Figure 1 This utility model provides a schematic diagram (partial perspective) of the exterior structure of a prefabricated building according to an embodiment of the present invention.

[0023] Figure 2 This utility model provides a schematic diagram (partial perspective) of the interior facade structure of a prefabricated building according to an embodiment of the present invention.

[0024] Figure 3 This utility model provides an embodiment of a prefabricated building. Figure 1 A magnified view of a section at point A in the middle;

[0025] Figure 4 This utility model provides an embodiment of a prefabricated building. Figure 1 A magnified view of a section at point B in the middle;

[0026] Figure 5 This utility model provides an embodiment of a prefabricated building. Figure 1 A magnified view of a section at point C;

[0027] Figure 6 This utility model provides an embodiment of a prefabricated building. Figure 1 A magnified view of a section at point F. Detailed Implementation

[0028] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of this utility model.

[0029] Therefore, the following detailed description of the embodiments of this utility model is not intended to limit the scope of the claimed utility model, but merely to illustrate some embodiments of the utility model. All other embodiments obtained by those skilled in the art based on the embodiments of this utility model without inventive effort are within the scope of protection of this utility model.

[0030] It should be noted that, unless otherwise specified, the embodiments and features and technical solutions in the present invention can be combined with each other.

[0031] It should be noted that similar labels and letters in the following figures indicate similar items. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.

[0032] In the description of this utility model, it should be noted that the terms "upper," "lower," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, or the orientation or positional relationship commonly used when the product of this utility model is in use, or the orientation or positional relationship commonly understood by those skilled in the art. These terms are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation on this utility model. In addition, the terms "first," "second," etc., are only used to distinguish descriptions and should not be construed as indicating or implying relative importance.

[0033] See Figure 1 As shown, a prefabricated building according to this embodiment includes:

[0034] The precast column component 100 includes a concrete column, connecting screws (101A, 101B) and connecting hole components 102. One end of the connecting screws (101A, 101B) is embedded in the first end of the concrete column, and the other end extends out of the concrete column from the first end. The connecting hole components 102 are embedded in the second end of the concrete column. The second end and the first end are the opposite ends of the concrete column.

[0035] The precast beam component 200 includes a concrete beam body, one end of which has a beam-column connection grouting hole (202, 203);

[0036] The connecting screws (101A, 101B) of the lower precast column component 100 pass sequentially through the beam-column connection grouting holes (202, 203) of the precast beam component 200 and the connecting hole component 102 of the upper precast column component 100. The connecting screws (101A, 101B) of the lower precast column component 100 are fixedly connected to the connecting hole component 102 of the upper precast column component 100 by tightening nuts.

[0037] This embodiment of a prefabricated building involves manufacturing prefabricated column components 100 and prefabricated beam components 200 in a factory, transporting the prefabricated components to the construction site, and then using hoisting for assembly and fixing. The connecting bolts (101A, 101B) of the lower prefabricated column component 100 pass sequentially through the beam-column connection grouting holes (202, 203) of the prefabricated beam component 200 and the connecting hole component 102 of the upper prefabricated column component 100, and are then tightened with fastening nuts. This achieves one-time installation of beam-column joints and column-column joints, making the installation process simple and convenient, greatly improving construction efficiency. After installation, the beam-column joints and column-column joints are stable and reliable, meeting the requirements for prefabricated building construction.

[0038] Furthermore, in this embodiment, one end of the concrete beam has a beam-column connection lug 201, and the beam-column connection lug 201 has a first beam-column connection grouting hole 202 that runs vertically through the beam. The precast beam component includes a first precast beam component 200A and a second precast beam component 200B. The beam-column connection lug 201 of the first precast beam component 200A and the beam-column connection lug 201 of the second precast beam component 200B are interlocked. The connecting screw includes a first connecting screw 101A. The first connecting screw 101A of the lower precast column component 100 passes through the first beam-column connection grouting hole 202 on the beam-column connection lug 201 of the first precast beam component 200A and the first beam-column connection grouting hole 202 on the beam-column connection lug 201 of the second precast beam component 200B.

[0039] The precast beam component in this embodiment has a beam-column connection lug 201, so that a beam-column node can realize the simultaneous fixed assembly of a precast column component and two or more precast beam components at one time, which greatly improves the assembly efficiency and ensures the stability and reliability of the main beam connection node.

[0040] Furthermore, in this embodiment, the concrete beam has a second beam-column connection grouting hole 203 that extends vertically through the beam. The connecting bolts include a second connecting bolt 101B and a third connecting bolt (not shown). The second connecting bolt 101B of the lower precast column member 100 passes through the second beam-column connection grouting hole 203 of the first precast beam member 200A, and the third connecting bolt of the lower precast column member passes through the second beam-column connection grouting hole 203 of the second precast beam member 200B. This further increases the stability of the connection between the column and the beam.

[0041] An example of a prefabricated building includes an exterior wall panel 300, which is hung on the precast beam component 200. The outer periphery of the exterior wall panel 300 is sealed to the precast beam component 200 and the precast column component 100.

[0042] See Figure 5 As shown, in order to achieve the installation of the exterior wall panel 300, this embodiment of a prefabricated building includes a mounting screw 1000. The concrete beam of the precast beam component 200 has a mounting plate connection grouting hole 204. The exterior wall panel 300 has a mounting plate connection channel 301. A steel plate 302 is embedded at the end of the mounting plate connection channel 301. One end of the mounting screw 1000 passes through the mounting plate connection grouting hole 204 and is fixedly connected to the concrete beam of the precast beam component 200 by a fastening nut 900. The other end of the mounting screw 1000 passes through the mounting plate connection channel 301 and the embedded steel plate 302 and is fixedly connected to the embedded steel plate 302 of the exterior wall panel 300 by a fastening nut 900.

[0043] Furthermore, steel washers 800 are respectively provided between the fastening nut 900 and the concrete beam of the precast beam component 200, and between the fastening nut 900 and the embedded steel plate 302 of the exterior wall panel 300.

[0044] See Figure 4 As shown, in this embodiment, a sealing strip 600 is provided in the gap between the exterior wall panel 300 and the precast column component 100 to achieve the sealing of the gap between the exterior wall panel 300 and the precast column component 100.

[0045] Specifically, the sealing strip 600 in this embodiment is an EPDM sealing strip.

[0046] Furthermore, in this embodiment, PE rods 400 are respectively installed on both sides of the sealing strip 600 in the gap between the exterior wall panel 300 and the precast column component 100. The gap on one side of the PE rod 400 is sealed with filling mortar 700, and the gap on the other side of the PE rod 400 is sealed with building weather-resistant structural adhesive 500. See Figure 6 As shown, in this embodiment, a sealing strip 600 is installed in the gap between the exterior wall panel 300 and the precast beam component 100 below, and the gap is sealed on both sides of the sealing strip 600 by filling mortar 700.

[0047] Specifically, the sealing strip 600 in this embodiment is an EPDM sealing strip.

[0048] See Figure 3As shown, in this embodiment, a PE rod 400 is installed in the gap between the exterior wall panel 300 and the precast beam component 200 above it, and the gap is sealed on the outside of the PE rod 400 by filling it with building weather-resistant structural adhesive 500.

[0049] This embodiment describes a prefabricated building based on prefabricated column components 100, prefabricated beam components 200, and their prefabricated fixed connection method. It also realizes the installation of the exterior wall panel 300 and the sealed connection between the exterior wall panel 300 and the prefabricated column components 100 and prefabricated beam components 200. This provides a brand-new assembly method for the basic structural units of prefabricated buildings, resulting in better overall structural stability and reliability, and improved construction efficiency.

[0050] The above embodiments are only used to illustrate the present utility model and are not intended to limit the technical solutions described in the present utility model. Although the present utility model has been described in detail with reference to the above embodiments, the present utility model is not limited to the specific embodiments described above. Therefore, any modifications or equivalent substitutions to the present utility model, and all technical solutions and improvements that do not depart from the spirit and scope of the utility model, are covered within the scope of the claims of the present utility model.

Claims

1. A prefabricated building, characterized in that, include: A precast column component includes a concrete column, a connecting bolt, and a connecting hole component. One end of the connecting bolt is embedded in the first end of the concrete column, and the other end extends out of the concrete column from the first end. The connecting hole component is embedded in the second end of the concrete column, and the second end and the first end are the opposite ends of the concrete column. A precast beam component, including a concrete beam body, one end of which has a beam-column connection grouting hole; The connecting bolts of the lower precast column components pass sequentially through the beam-column connection grouting holes of the precast beam components and the connection hole components of the upper precast column components. The connecting bolts of the lower precast column components are fixedly connected to the connection hole components of the upper precast column components by tightening nuts.

2. A prefabricated building according to claim 1, characterized in that, One end of the concrete beam has a beam-column connection lug, and the beam-column connection lug has a first beam-column connection grouting hole that runs vertically through the beam. The precast beam component includes a first precast beam component and a second precast beam component. The beam-column connection lug of the first precast beam component and the beam-column connection lug of the second precast beam component are interlocked. The connecting screw includes a first connecting screw. The first connecting screw of the lower precast column component passes through the first beam-column connection grouting hole on the beam-column connection lug of the first precast beam component and the first beam-column connection grouting hole on the beam-column connection lug of the second precast beam component.

3. A prefabricated building according to claim 2, characterized in that, The concrete beam has a second beam-column connection grouting hole that runs vertically through the beam-column connection lug. The connecting screw includes a second connecting screw and a third connecting screw. The second connecting screw of the lower precast column component passes through the second beam-column connection grouting hole of the first precast beam component, and the third connecting screw of the lower precast column component passes through the second beam-column connection grouting hole of the second precast beam component.

4. A prefabricated building according to claim 1, characterized in that, The invention includes an exterior wall panel, which is mounted on the precast beam component, and the outer periphery of the exterior wall panel is sealed to the precast beam component and the precast column component.

5. A prefabricated building according to claim 4, characterized in that, The device includes a mounting screw. The concrete beam of the precast beam component has a grouting hole for connecting the mounting plate. The exterior wall panel has a mounting channel. A steel plate is embedded at the end of the mounting channel. One end of the mounting screw passes through the grouting hole and is fixedly connected to the concrete beam of the precast beam component by a fastening nut. The other end of the mounting screw passes through the mounting channel and the embedded steel plate and is fixedly connected to the embedded steel plate of the exterior wall panel by a fastening nut.

6. A prefabricated building according to claim 5, characterized in that, Steel washers are respectively installed between the fastening nut and the concrete beam of the precast beam component, and between the fastening nut and the embedded steel plate of the exterior wall panel.

7. A prefabricated building according to claim 4, characterized in that, A sealing strip is installed in the gap between the exterior wall panel and the precast column component.

8. A prefabricated building according to claim 7, characterized in that, PE rods are installed on both sides of the sealing strip in the gap between the exterior wall panel and the precast column component. The gap on one side of the PE rod is sealed with mortar, and the gap on the other side of the PE rod is sealed with building weather-resistant structural adhesive.

9. A prefabricated building according to claim 4, characterized in that, A sealing strip is installed in the gap between the exterior wall panel and the precast beam component below, and the gap is sealed on both sides of the sealing strip by filling mortar.

10. A prefabricated building according to claim 4, characterized in that, PE rods are installed in the gap between the exterior wall panel and the precast beam above, and the gaps are sealed by filling the outside of the PE rods with building weather-resistant structural adhesive.

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