A fabricated wall and method of installing the same

By installing reinforcing bars inside the prefabricated wall to connect the top beam and the ground beam, and using 3D printing technology to manufacture the wall and ribs, the problem of lack of connection between the top beam and the ground beam is solved, achieving higher overall structural strength and stability.

CN115680152BActive Publication Date: 2026-11-06GUANGZHOU ELECTRIC POWER DESIGN INST
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Patent Information

Application Number
CN202211328963.5
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2022-10-27
Publication Date
2026-11-06
Estimated Expiration
2042-10-27

AI Technical Summary

Technical Problem

The existing prefabricated wall lacks a connection between the top beam and the ground beam, resulting in insufficient overall structural strength and an inability to form a complete load-bearing system.

Method used

By setting reinforcing bars inside the wall, the top beam and the ground beam are connected to each other through the reinforcing bars to form a tension structure. The wall and ribs are manufactured using 3D printing technology to enhance the structural strength. At the same time, positioning devices and grouting holes are used for fixing and strengthening the connection.

Benefits of technology

It improves the overall integrity and structural strength of prefabricated walls, enabling them to form a complete load-bearing system and enhancing the stability and firmness of installation.

✦ Generated by Eureka AI based on patent content.

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Abstract

This invention relates to the field of building materials, specifically to a prefabricated wall and its installation method. The prefabricated wall includes a wall body with an internal cavity containing ribs and reinforcing bars. A ground beam has multiple first reinforcing bar holes, with one end of each reinforcing bar inserted into a first reinforcing bar hole for fixation. A top beam has multiple second reinforcing bar holes, with the other end of each reinforcing bar inserted into a second reinforcing bar hole for fixation. The top beam and ground beam of this prefabricated wall are interconnected by reinforcing bars passing through the wall body, resulting in better overall integrity and higher structural strength. The installation method involves prefabricating the top and ground beams; printing the wall body using a 3D printing device; inserting reinforcing bars into the wall body and fixing them in place using a positioning device; hoisting the wall body onto the ground beam, fixing the reinforcing bars through the second reinforcing bar holes in the ground beam; and installing the top beam on top of the wall body, fixing the reinforcing bars through the first reinforcing bar holes in the top beam.
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Description

Technical Field

[0001] This invention is applicable to the field of building materials, and in particular relates to a prefabricated wall and its installation method. Background Technology

[0002] Prefabricated construction is a construction method in which prefabricated components are manufactured in a factory and assembled on the construction site. Its standardized and efficient manufacturing characteristics give it the advantages of high efficiency and high quality. Existing prefabricated walls are generally composed of three parts: the wall body, the top beam of the wall body, and the bottom beam of the wall body. The top beam and the bottom beam are installed separately at the top and bottom of the wall body, and there is often no connection between the top beam and the bottom beam. Therefore, the overall integrity of the prefabricated wall is not strong enough, and it cannot form a complete load-bearing system. As a result, the overall structural strength of existing prefabricated walls is not high enough. Summary of the Invention

[0003] To solve at least one of the above-mentioned technical problems, the present invention provides a prefabricated wall and its installation method, and the technical solution adopted is as follows.

[0004] A prefabricated wall, including A wall having an interior cavity containing ribs and inserts, one end of which extends to the top of the wall and the other end of which extends to the bottom of the wall. A ground beam is provided at the bottom of the wall. The ground beam has a plurality of first insertion holes, and each first insertion hole is arranged at intervals along the extension direction of the ground beam. The end of the insertion bar extending to the bottom of the wall is inserted into the first insertion hole for fixation. A top beam is provided on the top of the wall. The top beam has a plurality of second insertion holes, and each second insertion hole is arranged at intervals along the extension direction of the top beam. The end of the insertion bar extending to the top of the wall is inserted into the second insertion hole for fixation.

[0005] The prefabricated wall of this invention has at least the following beneficial effects: the top beam and the ground beam of this prefabricated wall are connected to each other by reinforcing bars inserted in the wall. Therefore, the top beam and the ground beam are not installed separately at the top and bottom of the wall. Instead, the top beam and the ground beam are pulled together by reinforcing bars. As a result, the overall integrity of the prefabricated wall is better and the overall structural strength of the prefabricated wall is also higher.

[0006] According to other embodiments of the prefabricated wall, the ribs extend in a curved manner along the length of the wall.

[0007] In some other embodiments of the prefabricated wall according to the present invention, the top beam is a channel steel structure.

[0008] According to other embodiments of the prefabricated wall, the top beam is provided with a plurality of observation holes, each of the observation holes being arranged at intervals along the extension direction of the top beam, and each of the observation holes being arranged alternately with each of the second reinforcing bar holes.

[0009] According to other embodiments of the prefabricated wall according to the present invention, a positioning device is provided in the cavity, the positioning device is installed on the insert, the end of the positioning device is an arc-shaped structure, the positioning device is rotatable relative to the insert, one end of the positioning device is used to abut against the rib, and the other end of the positioning device is used to abut against the inner wall of the wall.

[0010] According to other embodiments of the prefabricated wall, a membrane bag is provided on the inner side of the flange of the top beam, and a grouting hole corresponding to the membrane bag is provided on the flange of the top beam, the grouting hole communicating with the membrane bag.

[0011] According to other embodiments of the prefabricated wall, two adjacent walls are connected by a connecting device, which includes a connecting rod, a waterstop, a pad, and a nut. The side of the wall is provided with an assembly step. The connecting rod passes through the splice joint of the two mating walls. The nut is tightened on the connecting rod and embedded in the assembly step of the two walls. The nut is pressed against the pad, and the waterstop is pressed against the bottom of the assembly step by the pad.

[0012] According to other embodiments of the prefabricated wall, a decorative strip is provided on the joint between two adjacent walls, the decorative strip is connected to the connecting device, and the decorative strip is flush with the wall surface of the two adjacent walls.

[0013] A method for installing prefabricated walls includes the following steps: Precast top beams and ground beams; The wall was printed using a 3D printing device; Insert reinforcing bars through the wall and fix them in the wall using a positioning device; The wall is hoisted onto the ground beam so that the reinforcing bars are inserted and fixed in the first reinforcing bar hole of the ground beam; The top beam is suspended at the top of the wall. Through the observation hole, the center line of the top beam is aligned with the center line of the top of the wall. The reinforcing bars are then inserted into the second reinforcing bar holes and fixed to the top beam.

[0014] According to other embodiments of the prefabricated wall installation method of the present invention, grout is injected into the grouting holes of the top beam, and under the grouting pressure, the membrane bag expands to fill the gap between the flange of the top beam and the wall. Attached Figure Description

[0015] The present invention will be further described below with reference to the accompanying drawings: Figure 1 This is a front view of a prefabricated wall according to an embodiment of the present invention; Figure 2 yes Figure 1 The illustrated embodiment is a cross-sectional view along the CC direction. Figure 3 This is an internal schematic diagram of a prefabricated wall according to an embodiment of the present invention; Figure 4 yes Figure 1 The illustrated embodiment shows a cross-sectional view along line AA. Figure 5 yes Figure 1 The illustrated embodiment shows a sectional view along line BB. Figure 6 This is a schematic diagram of the connection between two adjacent walls according to an embodiment of the present invention; Figure 7 This is a schematic diagram of the connection device connecting two adjacent walls in one embodiment of the present invention; Figure 8 This is a schematic diagram of the positioning device in one embodiment of the present invention. Detailed Implementation

[0016] This section will describe in detail specific embodiments of the present invention. Preferred embodiments of the present invention are shown in the accompanying drawings. The purpose of the drawings is to supplement the textual description with graphics, so that people can intuitively and vividly understand each technical feature and overall technical solution of the present invention, but they should not be construed as limiting the scope of protection of the present invention.

[0017] In this invention, when directions (up, down, left, right, front, and back) are described, it is only for the purpose of describing the technical solution of this invention, and does not indicate or imply that the technical features referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, it should not be construed as a limitation of this invention.

[0018] In this invention, "several" means one or more, "multiple" means two or more, "greater than," "less than," "exceeding," etc., are understood to exclude the stated number; "above," "below," "within," etc., are understood to include the stated number. In the description of this invention, the terms "first" and "second" are used only to distinguish technical features and should not be construed as indicating or implying relative importance, or implicitly indicating the number of indicated technical features, or implicitly indicating the order of the indicated technical features.

[0019] In this invention, unless otherwise explicitly defined, the terms "setting," "installing," and "connecting" should be interpreted broadly. For example, they can refer to a direct connection or an indirect connection through an intermediate medium; a fixed connection, a detachable connection, or an integrally formed connection; a mechanical connection, an electrical connection, or a connection capable of mutual communication; or the internal connection of two components or the interaction between two components. Those skilled in the art can reasonably determine the specific meaning of the above terms in this invention based on the specific content of the technical solution.

[0020] Prefabricated construction is a construction method in which prefabricated components are manufactured in a factory and assembled on the construction site. Its standardized and efficient manufacturing characteristics give it the advantages of high efficiency and high quality. Existing prefabricated walls are generally composed of three parts: the wall body, the top beam of the wall body, and the ground beam. The top beam and the ground beam are often installed separately at the top and bottom of the wall body, and there is often no connection between the top beam and the ground beam. Therefore, the overall integrity of the prefabricated wall is not strong enough, and it cannot form a complete load-bearing system. As a result, the overall structural strength of existing prefabricated walls is not high enough.

[0021] See Figures 1 to 8 This invention provides a prefabricated wall.

[0022] The prefabricated wall includes a wall body 100, a ground beam 200, and a top beam 300. The wall body 100 has an internal cavity 101 containing ribs 400. The wall body 100 also contains reinforcing bars 500, one end of which extends to the top of the wall body 100, and the other end extends to the bottom. The ground beam 200 is positioned at the bottom of the wall body 100 and has multiple first reinforcing bar holes 201. The insertion holes 201 are arranged at intervals along the extension direction of the ground beam 200. The end of the insertion bar 500 extending to the bottom of the wall 100 is inserted into the first insertion hole 201 for fixation. The top beam 300 is used to be installed on the top of the wall 100. The top beam 300 is provided with a plurality of second insertion holes 301. Each second insertion hole 301 is arranged at intervals along the extension direction of the top beam 300. The end of the insertion bar 500 extending to the top of the wall 100 is inserted into the second insertion hole 301 for fixation.

[0023] In this type of prefabricated wall, the top beam 300 and the ground beam 200 are connected to each other by reinforcing bars 500 inserted in the wall 100. Therefore, the top beam 300 and the ground beam 200 are not installed separately at the top and bottom of the wall 100, but are pulled together by reinforcing bars 500. As a result, the overall integrity of the prefabricated wall is better and the overall structural strength of the prefabricated wall is also higher.

[0024] Wall 100 is a hollow structure printed by a 3D printing device. Rib 400 is also printed at the same time as wall 100.

[0025] Among them, the rib plate 400 bends and extends along the length of the wall 100 to form a support structure inside the wall 100, thereby strengthening the structural strength of the wall 100.

[0026] In some embodiments, along the length of the wall 100, the rib 400 extends from one end of the wall 100 to the other end in a wave-like structure, with the crests and troughs of the rib 400 connected to the inner wall of the wall 100, and the rib 400 being at the same height as the wall 100.

[0027] In some embodiments, the top beam 300 is a channel steel structure. The clear dimension of the bottom of the channel of the top beam 300 is larger than the width of the wall 100, so that the top beam 300 can be smoothly installed on the top of the wall 100.

[0028] The ground beam 200 is located at the bottom of the wall 100. The ground beam 200 is provided with a plurality of first reinforcing bar holes 201. Each first reinforcing bar hole 201 is arranged at intervals along the extension direction of the ground beam 200. Each first reinforcing bar hole 201 is set in correspondence with each second reinforcing bar hole 301.

[0029] The bottom of the top beam 300 is provided with multiple second insertion holes 301. Each second insertion hole 301 is arranged at intervals along the extension direction of the top beam 300. A insertion bar 500 is inserted through the middle of each wave of the rib plate 400. One end of the insertion bar 500 inserted inside the wall 100 is inserted into the second insertion hole 301 of the top beam 300 and then fixed by a fastening nut. The other end of the insertion bar 500 is inserted into the first insertion hole 201 of the ground beam 200 and fixed.

[0030] In some embodiments, the top beam 300 is provided with a plurality of observation holes 304, and the observation holes 304 are arranged at intervals along the extension direction of the top beam 300. The observation holes 304 are arranged alternately with the second insertion holes 301. When the top beam 300 is installed on the top of the wall 100, the observation holes 304 are used to observe the insertion of the reinforcing bar 500 into the second insertion hole 301, and the alignment of the centerline of the top beam 300 with the centerline of the top of the wall 100.

[0031] To ensure the stability of the reinforcing bar 500 inside the wall 100, in some embodiments, a positioning device 600 is provided in the cavity 101. The positioning device 600 is installed on the reinforcing bar 500. The end of the positioning device 600 is an arc-shaped structure. The positioning device 600 can rotate relative to the reinforcing bar 500. One end of the positioning device 600 is used to press against the rib plate 400, and the other end of the positioning device 600 is used to press against the inner wall of the wall 100.

[0032] Specifically, the positioning device 600 is located in the middle of the interior of the wall 100. The positioning device 600 includes a base plate 610, a first side plate 620, and a second side plate 630. A through hole 611 for inserting the reinforcing bar 500 is opened in the middle of the base plate 610. The first side plate 620 and the second side plate 630 are both fixed to both ends of the base plate 610 and located on the same side of the base plate 610. Both the first side plate 620 and the second side plate 630 are set as an outwardly arched arc structure. During installation, the wall 100... Each waveform inside the 0 is provided with a positioning device 600 in the middle. The insert 500 passes through the through hole 611 of the positioning device 600. The arched side of the first side plate 620 abuts against the inner wall of the wall 100, and the arched side of the second side plate 630 abuts against the crest or trough of the rib plate 400. Thus, the positioning device 600 fixes the insert 500. The arched arc structure makes it easy to rotate the positioning device 600 to abut against the crest or trough of the rib plate 400.

[0033] It should be noted that the shape of the second side plate 630, which is used to abut against the crests and troughs of the rib plate 400, is set to an arched shape that can adapt to the crests and troughs.

[0034] In some other embodiments, the positioning device 600 may also be provided with chamfered triangular structures on both sides of the base plate 610, and the positioning device 600 is fixed between the rib plate 400 and the inner wall of the wall 100 by the chamfered triangular structures.

[0035] In some embodiments, a membrane bag 700 is provided on the inner side of the wing plate 303 of the top beam 300, and a grouting hole 302 corresponding to the membrane bag 700 is provided on the wing plate 303, and the grouting hole 302 communicates with the membrane bag 700.

[0036] Specifically, multiple membrane bags 700 are provided between the inner side of the flange 303 of the top beam 300 and the wall 100. Each membrane bag 700 is arranged at intervals along the length of the wall 100. Multiple grouting holes 302 are opened on the flange 303 of the top beam 300. Each grouting hole 302 is arranged at intervals along the extension direction of the top beam 300. Each grouting hole 302 is connected to a membrane bag 700. After the top beam 300 and the ground beam 200 are installed at the top and bottom of the wall 100, grout is injected into the membrane bags 700 through the grouting holes 302. Under the pressure of the grout, the membrane bags 700 expand and fill the irregular pores between the inner side of the flange 303 of the top beam 300 and the wall 100. After the grout solidifies and hardens, the flange 303 of the top beam 300 is in close contact with the wall 100, ensuring that the top beam 300 is firmly installed at the top of the wall 100.

[0037] In order to connect multiple walls 100, in some embodiments, two adjacent walls 100 are aligned and connected by multiple connecting devices 800, with each connecting device 800 spaced apart along the height direction of the wall 100.

[0038] The connecting device 800 includes a connecting rod 810, a waterstop 820, a pad 830, and a nut 840. The side of the wall 100 is provided with an assembly step 104. The connecting rod 810 passes through the splice seam of the two mating walls 100. The nut 840 is tightened on the connecting rod 810 and embedded in the assembly step 104 of the two walls 100. The nut 840 is pressed on the pad 830. The waterstop 820 is pressed on the bottom of the assembly step 104 through the pad 830. The connecting rod 810 pulls the two pads 830, so that the two pads 830 are pressed into the assembly steps 104 of the two adjacent walls 100.

[0039] In order to improve the aesthetics of the joint between two adjacent walls 100, in some embodiments, a decorative strip 900 is provided at the joint between two adjacent walls 100, and the connecting rod 810 of each connecting device 800 is connected to the decorative strip 900.

[0040] Specifically, the decorative strip 900 covers the opening of the mounting steps 104 of the two adjacent walls 100, the decorative strip 900 is kept horizontal with the wall surface of the two adjacent walls 100, and the end of the connecting rod 810 passes through the decorative strip 900 to fix the decorative strip 900.

[0041] In addition, the connecting rod 810 is a flower-shaped bolt structure. Specifically, the end of the connecting rod 810 is designed with a flower-shaped structure 901. This allows the decorative strip 900 to extend from the end of the connecting rod 810, thus enhancing its aesthetic appeal.

[0042] In some embodiments, concrete grout is also injected into the joint between two adjacent walls 100.

[0043] After two adjacent walls 100 are connected by the connecting device 800, concrete grout is injected into the joint between the two adjacent walls 100. The concrete grout solidifies in the front and rear decorative strips 900 and the joint, improving the connection strength.

[0044] The present invention also provides a method for installing prefabricated walls, comprising the following steps: Precast top beam 300 and ground beam 200; A 100mm wall was printed using a 3D printing device. Insert a reinforcing bar 500 through the wall 100 and fix the reinforcing bar 500 in the wall 100 by a positioning device 600; The wall 100 is hoisted onto the ground beam 200, so that the reinforcing bar 500 is fixed in the first reinforcing bar hole 201 of the ground beam 200. The top beam 300 is suspended on the top of the wall 100. Through the observation hole 304, the center line of the top beam 300 is aligned with the center line of the top of the wall 100. The reinforcing bar 500 is aligned and inserted into the second reinforcing bar hole 301. Then the second reinforcing bar hole 301 is fixed to the top beam 300.

[0045] In some embodiments, grout is injected into the grouting holes 302 of the top beam 300, and under the grouting pressure, the membrane bag 700 expands to fill the gap between the inner walls 100 of the flanges 303 of the top beam 300.

[0046] In some embodiments, two adjacent walls 100 are connected by a connecting device 800, and then a decorative strip 900 flush with the wall surface is provided at the joint of the two adjacent walls 100. The decorative strip 900 is connected to the connecting rod 810 of the connecting device 800, and concrete grout is injected into the joint of the two adjacent walls 100.

[0047] Of course, this application is not limited to the above-described embodiments. Those skilled in the art can make equivalent modifications or substitutions without departing from the spirit of this invention. All such equivalent modifications or substitutions are included within the scope defined by the claims of this application.

Claims

1. A prefabricated wall, characterized in that: include A wall (100) has a cavity (101) inside, a rib (400) is provided in the cavity (101), and a reinforcing bar (500) is provided inside the wall (100). One end of the reinforcing bar (500) extends to the top of the wall (100), and the other end of the reinforcing bar (500) extends to the bottom of the wall (100). A ground beam (200) is provided at the bottom of the wall (100). The ground beam (200) is provided with a plurality of first insertion holes (201). Each first insertion hole (201) is arranged at intervals along the extension direction of the ground beam (200). The insertion bar (500) is inserted into the first insertion hole (201) at one end extending to the bottom of the wall (100) for fixation. A top beam (300) is provided on the top of the wall (100). The top beam (300) is provided with a plurality of second insertion holes (301). Each second insertion hole (301) is arranged at intervals along the extension direction of the top beam (300). The insertion bar (500) is inserted into the second insertion hole (301) and fixed at one end extending to the top of the wall (100). The wall (100) is a hollow structure printed by the 3D printing device. When the wall (100) is printed, the rib plate (400) is also printed at the same time. The rib (400) extends and bends along the length of the wall (100); A positioning device (600) is provided in the cavity (101). The positioning device (600) is installed on the reinforcing bar (500). The end of the positioning device (600) is an arc-shaped structure. The positioning device (600) can rotate relative to the reinforcing bar (500). One end of the positioning device (600) is used to press against the rib plate (400), and the other end of the positioning device (600) is used to press against the inner wall of the wall (100).

2. The prefabricated wall according to claim 1, characterized in that: The top beam (300) is a channel steel structure.

3. The prefabricated wall according to claim 1, characterized in that: The top beam (300) is provided with a plurality of observation holes (304), and each observation hole (304) is arranged at intervals along the extension direction of the top beam (300), and each observation hole (304) is arranged alternately with each of the second insertion holes (301).

4. The prefabricated wall according to claim 1, characterized in that: The top beam (300) has a membrane bag (700) inside the wing plate (303). The wing plate (303) of the top beam (300) has a grouting hole (302) corresponding to the membrane bag (700). The grouting hole (302) is connected to the membrane bag (700).

5. The prefabricated wall according to claim 1, characterized in that: The wall (100) is provided in multiple parts, and two adjacent walls (100) are connected by a connecting device (800). The connecting device (800) includes a connecting rod (810), a waterstop (820), a pad (830), and a nut (840). The side of the wall (100) is provided with an assembly step (104). The connecting rod (810) passes through the splice seam of the two mating walls (100). The nut (840) is tightened on the connecting rod (810) and embedded in the assembly step (104) of the two walls (100). The nut (840) is pressed on the pad (830). The waterstop (820) is pressed on the bottom of the assembly step (104) by the pad (830).

6. The prefabricated wall according to claim 5, characterized in that: A decorative strip (900) is provided on the joint of two adjacent walls (100), the decorative strip (900) is connected to the connecting device (800), and the decorative strip (900) is flush with the wall surface of the two adjacent walls (100).

7. A method for installing prefabricated walls, characterized in that, For installing the prefabricated wall as described in any one of claims 1 to 6, the following steps are included: Precast top beam (300) and ground beam (200); The wall (100) is printed using a 3D printing device. Insert reinforcing bars (500) through the wall (100) and fix the reinforcing bars (500) in the wall (100) by positioning device (600); The wall (100) is hoisted onto the ground beam (200), so that the reinforcing bars (500) are fixed in the first reinforcing bar hole (201) of the ground beam (200); The top beam (300) is suspended on the top of the wall (100). Through the observation hole (304), the center line of the top beam (300) is aligned with the center line of the top of the wall (100). The reinforcing bar (500) is aligned and inserted into the second reinforcing bar hole (301). Then the second reinforcing bar hole (301) is fixed to the top beam (300).

8. The prefabricated wall installation method according to claim 7, characterized in that: Grout is injected into the grouting hole (302) of the top beam (300), and under the grouting pressure, the membrane bag (700) expands to fill the gap between the flange (303) of the top beam (300) and the wall (100).

Citation Information

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