Prefabricated wallboard and wall body construction method

Abstract

The invention discloses a prefabricated wall panel which comprises an assembled prefabricated wall panel which comprises a plurality of line guide reserved openings, a plurality of line transverse openings and a plurality of line guide reserved openings which are communicated with one another; the front wall body assembling and connecting assembly comprises a combined front wall plate structure and a plurality of combined front prefabricated blocks which are fixedly connected, the combined front wall plate structure is arranged in front of the assembled prefabricated wall plate, the combined front prefabricated blocks are located in the line guiding reserved openings, and front cross-shaped grooves are formed in the rear portions of the combined front prefabricated blocks; the rear wall body combined connecting assembly comprises a combined rear wall plate structure and a plurality of combined type rear prefabricated blocks which are fixedly connected, the combined rear wall plate structure is arranged behind the assembly type prefabricated wall plate, the combined type rear prefabricated blocks are arranged in the line guiding reserved openings, and rear cross-shaped grooves are formed in the front portions of the combined type rear prefabricated blocks; and the rear cross-shaped groove and the front cross-shaped groove are combined into a whole and are communicated with the transverse port and the vertical port of the circuit. The construction process is simplified.

Description

Technical Field

[0001] The invention relates to the technical field of assembled prefabricated wall panels, and in particular to a prefabricated wall panel and a wall construction method. Background Art

[0002] Assembled prefabricated wall panels refer to wall components that are pre-produced in factories or prefabrication sites and assembled and installed at the construction site after transportation. Compared with traditional on-site cast walls, assembled prefabricated wall panels have a shorter production and construction cycle and higher construction precision. Due to their modular characteristics, assembled prefabricated wall panels can not only reduce the complicated work on the construction site, but also effectively control the building quality and improve the project progress.

[0003] At present, common assembled prefabricated wall panels usually have pre-buried pipes during the production process to facilitate the layout and construction of subsequent lines. However, due to the different usage requirements of different rooms, the lines required to be arranged are also different, which means that during the subsequent line construction, holes must be drilled and grooved again. This process not only generates a large amount of debris and pollutes the construction environment, but also may damage the structural strength of the wall, waste a lot of time, and require additional equipment support, which is extremely inconvenient. Especially in some high-rise buildings or projects with more complex structures, the workload of grooving and drilling often increases greatly, resulting in delays in construction progress. The tight construction period will also increase cost pressure. In addition, the assembled prefabricated wall panels in the prior art are usually directly cast by concrete and steel bars, with a large area, heavy overall weight, and greater difficulty in transportation and installation.

[0004] In view of the above problems, the present invention document proposes a prefabricated wall panel and a wall construction method. Summary of the invention

[0005] The purpose of the present invention is to solve the problem that common assembled prefabricated wall panels usually have pre-buried pipes during the production process, but due to the different usage requirements of different rooms, it is necessary to drill and groove again during the subsequent line construction, which is extremely inconvenient; in addition, the assembled prefabricated wall panels in the prior art are usually made of direct casting of concrete and steel bars, with a large area, heavy overall weight, and great difficulty in transportation and installation. A prefabricated wall panel and wall construction method are proposed.

[0006] In order to achieve the above-mentioned purpose, the present invention adopts the following technical scheme: a prefabricated wall panel, including a prefabricated wall assembly mechanism, including: an assembled prefabricated wall panel, provided with a plurality of line guide reserved openings, each of which has two line transverse openings and two vertical openings on four sides, so that each line guide reserved opening, the line transverse opening and the line guide reserved opening are connected; a front wall assembly connection component, including a fixedly connected combined front wall panel structure and a plurality of combined front prefabricated blocks, the combined front wall panel structure is arranged in the assembled prefabricated In front of the wall panel, the combined front prefabricated block is located in the line guide reserved opening, and a front cross groove is arranged at the rear of the combined front prefabricated block; the rear wall combined connection component includes a fixedly connected combined rear wall panel structure and a plurality of combined rear prefabricated blocks, the combined rear wall panel structure is arranged at the rear of the assembled prefabricated wall panel, the combined rear prefabricated block is arranged in the line guide reserved opening, a rear cross groove is arranged in front of the combined rear prefabricated block, and the rear cross groove and the front cross groove are combined to form a whole, and are kept connected with the horizontal opening and the vertical opening of the line.

[0007] Preferably, the combined front prefabricated block and the combined rear prefabricated block are overlapped, and the combined front prefabricated block and the combined rear prefabricated block each occupy 1 / 2 of the line guide reserved opening.

[0008] Preferably, a casting connection port is provided on the combined front prefabricated block, and the casting connection port horizontally extends into the combined front prefabricated block and then bends and extends downward, so that the cross section of the casting connection port forms an L shape.

[0009] Preferably, a casting groove is provided on the bottom wall of the line guide reserved opening, and the casting groove corresponds to the position of the casting connection opening.

[0010] Preferably, two limiting rubber rings are provided at the front part inside the line guide reserved opening, and a rubber opening is provided below one of the limiting rubber rings, and the rubber opening is connected to the casting groove and the casting connection port; two limiting rubber grooves are provided outside the combined front prefabricated block, and the limiting rubber rings are located in the limiting rubber grooves.

[0011] Preferably, the outer peripheral surface of the assembled prefabricated wall panel is provided with a plurality of raised surfaces and a plurality of flat surfaces, and a wave-shaped structure is formed between the plurality of raised surfaces and the plurality of flat surfaces.

[0012] Preferably, two assembly rings are provided above the assembled prefabricated wall panel.

[0013] Preferably, the combined front prefabricated blocks and the combined rear prefabricated blocks are made of ALC material.

[0014] Preferably, a plurality of prefabricated wall panel reinforcement components are arranged inside the assembled prefabricated wall panels, and the prefabricated wall panel reinforcement components include two combined bars and a plurality of prefabricated wall panel reinforcement connecting bars, the two combined bars are arranged in the assembled prefabricated wall panels, and each combined bar includes a plurality of prefabricated wall panel reinforcement transverse steel bars and a plurality of prefabricated wall panel reinforcement longitudinal steel bars, the plurality of prefabricated wall panel reinforcement transverse steel bars cross the plurality of prefabricated wall panel reinforcement longitudinal steel bars and are combined together, and the nodes of every two adjacent prefabricated wall panel reinforcement transverse steel bars and prefabricated wall panel reinforcement longitudinal steel bars are fixed to the two ends of the prefabricated wall panel reinforcement connecting bars.

[0015] The present invention application also discloses a method for constructing a wall of a prefabricated wall panel, comprising the following steps:

[0016] S1. When assembling the prefabricated wall panels, the lifting end of the lifting device is connected to the assembly lifting ring, so that the lifting device lifts the prefabricated wall panels and assembles them on the building surface, and then lifts the prefabricated wall panels in sequence, and assembles them in sequence according to the needs;

[0017] S2. After assembly, a gap is reserved between the two assembled prefabricated wall panels, and then a building formwork is set up at the reserved gap. After the setting, concrete is poured, and after the concrete solidifies, the two assembled prefabricated wall panels are kept stably connected;

[0018] S3. When laying the line, according to the needs, the line is inserted from the vertical opening or the horizontal opening of the line, so that the line enters the front cross groove and the rear cross groove, and continues to be pushed horizontally and longitudinally along the vertical opening or the horizontal opening of the line. During the laying process, the tool is inserted into the casting connection opening according to the needs, and the tool angle is adjusted to limit the vertical opening of the tool and the casting connection opening. At this time, the corresponding combined front prefabricated block is opened. When it is necessary to pass through the assembled prefabricated wall panel, the combined front prefabricated block is also opened according to the needs. After opening, the end of the line is pulled out from the reserved opening of the line guide to make the line reserved terminal;

[0019] S4, and then embed the combined front prefabricated block into the reserved opening for line guidance as needed. After the line is laid, pour concrete through the pouring connection port, allow the concrete to enter the pouring trough, and wait for the concrete to solidify so that the combined front prefabricated block remains stable, thereby completing the construction of the assembled prefabricated wall panel.

[0020] Compared with the prior art, the present invention provides a prefabricated wall panel and a wall construction method, which has at least one of the following beneficial effects:

[0021] 1. The prefabricated wall panel and the wall construction method pre-set vertical openings, line transverse openings and line guide reserved openings on the prefabricated wall. In the subsequent line laying process, the lines can be arranged directly through the vertical openings, line transverse openings and line guide reserved openings without additional drilling or damage to the wall, thereby simplifying the construction process and quickly finding the position of the line to be connected, reducing the time for finding and locating the line and improving the construction efficiency. Secondly, a wavy structure is formed by combining a flat surface and a convex surface, and combined with cast concrete. This design changes the connection method and shape of the assembled prefabricated wall panels, so that the assembled prefabricated wall panels can better disperse and resist pressure when subjected to external forces, thereby improving the wind resistance and earthquake resistance of the assembled prefabricated wall panels. Secondly, the wavy connection can better absorb and disperse the stress inside the assembled prefabricated wall panels, reducing the problems of cracks and damage to the assembled prefabricated wall panels caused by stress concentration.

[0022] 2. The prefabricated wall panels and the wall construction method can smoothly embed the combined front prefabricated blocks and the combined rear prefabricated blocks and keep the connection with the assembled prefabricated wall panels by presetting the line guide reserved openings on the assembled prefabricated wall panels, thereby maintaining the overall strength of the assembled prefabricated wall panels. The combined front prefabricated blocks and the combined rear prefabricated blocks are made of ALC material, which has a lower bulk density but higher strength. This not only improves the supporting stress and strength of the assembled prefabricated wall panels, but also realizes the overall lightweight of the assembled prefabricated wall panels, thereby reducing the self-weight of the entire building surface, which is beneficial to reducing the energy consumption of the building surface and reducing transportation costs.

[0023] 3. The prefabricated wall panel and wall construction method, by inserting a tool with a bent end into the casting connection port, and then adjusting the position of the tool so that the bent end of the tool and the vertical port of the casting connection port are limited, the combined front prefabricated block can be easily taken out at this time, and because the combined front prefabricated block is made of ALC material, its lightweight characteristics make the operation process time-saving and labor-saving. After taking it out, it is also convenient to extend the line joint, which is convenient for reserving the line joint. At the same time, after the combined front prefabricated block is embedded in the line guide reserved port, the combined front prefabricated block and the combined rear prefabricated block are combined to limit the line, reduce shaking, ensure the stability and reliability of the line connection, and avoid the shaking or friction of the line in the wall, which may cause the outer skin to wear, and then cause leakage or short circuit problems. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 A three-dimensional view of a prefabricated wall panel proposed by the present invention;

[0025] Figure 2 A view showing the connection between the front wall assembly connection component of a prefabricated wall panel proposed by the present invention and the assembled prefabricated wall panel;

[0026] Figure 3 A three-dimensional view of a partial section of a prefabricated wall panel proposed by the present invention;

[0027] Figure 4 For the present invention Figure 3 A magnified view of point A;

[0028] Figure 5 A view showing the connection between a prefabricated wall panel reinforcement component and an assembled prefabricated wall panel of a prefabricated wall panel proposed by the present invention;

[0029] Figure 6 A sectional stereoscopic view of a prefabricated wall panel proposed by the present invention;

[0030] Figure 7 A three-dimensional view of a prefabricated wall panel reinforcement assembly of a prefabricated wall panel proposed by the present invention;

[0031] Figure 8 A three-dimensional view of the distribution of the line guide reserved openings of a prefabricated wall panel proposed by the present invention;

[0032] Fig. 9 For the present invention Figure 8 A magnified view of point B;

[0033] Fig.10 A stereoscopic view of a combined front prefabricated block of a prefabricated wall panel proposed by the present invention.

[0034] In the figure: 100, prefabricated wall assembly mechanism; 101, assembled prefabricated wall panel; 102, rear wall assembly connection assembly; 1021, assembled rear wall panel structure; 1022, assembled rear prefabricated block; 1023, rear cross groove; 103, front wall assembly connection assembly; 1031, assembled front wall panel structure; 1032, assembled front prefabricated block; 1033, casting connection port; 1034, front cross groove; 1035, Limiting rubber groove; 104, horizontal opening of the line; 105, prefabricated wall panel reinforcement assembly; 1051, prefabricated wall panel reinforcement horizontal steel bars; 1052, prefabricated wall panel reinforcement longitudinal steel bars; 1053, prefabricated wall panel reinforcement connecting bars; 106, reserved opening for line guidance; 107, limiting rubber ring; 108, raised surface; 109, plane; 110, rubber opening; 111, casting trough; 112, vertical opening; 113, assembly lifting ring. DETAILED DESCRIPTION

[0035] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0036] In the description of the present invention, it is necessary to understand that the terms "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inside", "outside", etc., indicating the orientation or position relationship are based on the orientation or position relationship shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.

[0037] Example 1: Reference Figure 1-Figure 10 A prefabricated wall panel includes a prefabricated wall assembly mechanism 100, which includes an assembled prefabricated wall panel 101. The front and rear surfaces of the assembled prefabricated wall panel 101 are respectively provided with a front wall assembly connection component 103 and a rear wall assembly connection component 102.

[0038] Two assembly rings 113 are arranged above the assembled prefabricated wall panel 101. The assembled prefabricated wall panel 101 can be conveniently lifted by the assembly rings 113, so as to facilitate the assembly of the assembled prefabricated wall panel 101. The assembled prefabricated wall panel 101 is provided with a prefabricated wall panel reinforcement component 105. The prefabricated wall panel reinforcement component 105 includes two combined bars and a plurality of prefabricated wall panel reinforcement connecting bars 1053. The two combined bars are arranged in the assembled prefabricated wall panel 101, and each combined bar includes a plurality of prefabricated wall panel reinforcement transverse steel bars 1051 and a plurality of prefabricated wall panel reinforcement longitudinal steel bars 1052. By adding the prefabricated wall panel reinforcement transverse steel bars 1051, the prefabricated wall panel reinforcement longitudinal steel bars 1052 and the prefabricated wall panel reinforcement connecting bars 1053, the structural strength and stability of the assembled prefabricated wall panel 101 can be enhanced, and the prefabricated wall panel reinforcement transverse steel bars 1051 and the prefabricated wall panel reinforcement longitudinal steel bars 1052 can form a plurality of well-shaped structures. Secondly, the prefabricated wall panel reinforcement connecting bars 1053 connect the nodes of the prefabricated wall panel reinforcement longitudinal steel bars 1052 and the prefabricated wall panel reinforcement transverse steel bars 1051, and a well-shaped structure can be formed again on the side. The well-shaped structure can be loaded on the assembled prefabricated wall panel 101. The bending strength is increased during the process, making the assembled prefabricated wall panel 101 less likely to bend and deform. In addition, this structural form effectively increases the force-bearing surface area of ​​the assembled prefabricated wall panel 101 through the staggered arrangement of the steel bars, thereby reducing the deformation and damage of the assembled prefabricated wall panel 101. Secondly, the tic-tac-toe structure creates a high-density steel bar area in the tensile area of ​​the assembled prefabricated wall panel 101, thereby increasing the tensile strength and deformation capacity of the assembled prefabricated wall panel 101, which makes the assembled prefabricated wall panel 101 more solid and stable when subjected to external loads, thereby improving the assembled prefabricated wall panel 1 01's load-bearing capacity, and the tic-tac-toe structure can make the stress-bearing surface of the assembled prefabricated wall panel 101 evenly distributed and reduce stress concentration, which helps to make the assembled prefabricated wall panel 101 have a higher load-bearing capacity during use and reduce the damage of the assembled prefabricated wall panel 101 caused by stress concentration. A plurality of prefabricated wall panel reinforcement transverse steel bars 1051 cross a plurality of prefabricated wall panel reinforcement longitudinal steel bars 1052 and are combined together, and the nodes of every two adjacent prefabricated wall panel reinforcement transverse steel bars 1051 and prefabricated wall panel reinforcement longitudinal steel bars 1052 are fixed to the two ends of the prefabricated wall panel reinforcement connecting bars 1053.

[0039] The outer peripheral surface of the assembled prefabricated wall panel 101 is provided with a plurality of raised surfaces 108 and a plurality of planes 109, and a wavy structure is formed between the plurality of raised surfaces 108 and the planes 109. By forming a wavy structure between the raised surfaces 108 and the planes 109, the stability of the assembled prefabricated wall panel 101 structure can be increased, and the wavy connection design helps to optimize the stress distribution inside the assembled prefabricated wall panel 101, and reduce the cracks and damage caused by stress concentration in the assembled prefabricated wall panel 101. The assembled prefabricated wall panel includes a plurality of line guide reserved openings 106, line transverse openings 104, and line guide reserved openings 112 that are connected to each other.

[0040] Two limiting rubber rings 107 are provided at the front part of the line guide reserved opening 106, and a rubber opening 110 is provided below one of the limiting rubber rings 107, and the rubber opening 110 is connected with the casting groove 111 and the casting connection opening 1033. Two limiting rubber grooves 1035 are provided on the outside of the assembled front prefabricated block 1032, and the limiting rubber ring 107 is located in the limiting rubber groove 1035. The limiting rubber ring 107 is engaged with the limiting rubber groove 1035, so that the combined front prefabricated block 1032 can be limited to prevent the combined front prefabricated block 1032 from falling off from the line guide reserved opening 106. Two horizontal line openings 104 and two vertical openings 112 are provided on the four sides of each line guide reserved opening 106. The horizontal line openings 104, the vertical openings 112 and the line guide reserved openings 106 cooperate with each other to facilitate the laying of the line, and the line guide reserved openings 106 are used to guide the direction of the line inside the assembled prefabricated wall panel 101, so there is no need to drill holes, which simplifies the construction process. Every two horizontal line openings 104 and two vertical openings 112 are connected to the line guide reserved openings 106, and each horizontal line guide reserved opening 106 is connected through the horizontal line opening 104, and each vertical line guide reserved opening 106 is connected through the vertical opening 112.

[0041] The front wall assembly connection component 103 combines the front wall panel structure 1031 and a plurality of combined front prefabricated blocks 1032, the combined front prefabricated blocks 1032 and the combined rear prefabricated blocks 1022 are overlapped, and the combined front prefabricated blocks 1032 and the combined rear prefabricated blocks 1022 each occupy 1 / 2 of the line guide reserved opening 106, the combined front wall panel structure 1031 is arranged in front of the assembled prefabricated wall panel 101, the combined front prefabricated blocks 1032 are located in the line guide reserved opening 106, and the rear of the combined front prefabricated blocks 1032 is arranged A front cross groove 1034 is provided, the combined front wall panel structure 1031 is fixed to a plurality of combined front prefabricated blocks 1032, and the combined rear wall panel structure 1021 is fixed to a plurality of combined rear prefabricated blocks 1022. The combined front prefabricated blocks 1032 and the combined rear prefabricated blocks 1022 are made of ALC material. As a new type of building material, ALC material has the characteristics of light weight and high strength, thereby reducing the self-weight of the assembled prefabricated wall panel 101 and meeting the purpose of lightweighting. At the same time, ALC material also has the advantages of strong durability and good anti-seepage performance;

[0042] The rear wall combination connection component 102 includes a combined rear wall panel structure 1021 and a plurality of combined rear prefabricated blocks 1022. The combined rear wall panel structure 1021 is arranged at the rear of the assembled prefabricated wall panel 101. The combined rear prefabricated block 1022 is arranged in the line guide reserved opening 106. A rear cross groove 1023 is arranged in front of the combined rear prefabricated block 1022, and the rear cross groove 1023 and the front cross groove 1034 are combined to form a whole. After the front cross groove 1034 and the rear cross groove 1023 are combined, they can effectively guide the line and keep the line running normally. At the same time, the front cross groove 1034 and the rear cross groove 1023 can limit the line to prevent the line from loosening, and keep it connected with the horizontal opening 104 and the vertical opening 112 of the line.

[0043] In this embodiment: by pre-setting the vertical opening 112, the line transverse opening 104 and the line guide reserved opening 106 on the prefabricated wall, in the subsequent line laying process, the line can be arranged directly through the vertical opening 112, the line transverse opening 104 and the line guide reserved opening 106, without the need for additional drilling or damage to the wall, thereby simplifying the construction process, and at the same time, the position of the line to be connected can be quickly found, reducing the time for finding and locating the line, and improving construction efficiency. Secondly, a wavy structure is formed by combining the plane 109 and the raised surface 108, and combined with the cast concrete. This design changes the connection method and shape of the assembled prefabricated wall panels 101, so that the assembled prefabricated wall panels 101 can better disperse and resist pressure when subjected to external forces, thereby improving the wind resistance and earthquake resistance of the assembled prefabricated wall panels 101. Secondly, the wavy connection can better absorb and disperse the stress inside the assembled prefabricated wall panels 101, and reduce the problems of cracks and damage to the assembled prefabricated wall panels 101 caused by stress concentration.

[0044] Example 2: Reference Figures 3 to 6 A prefabricated wall panel comprises a front wall assembly connection component 103, the front wall assembly connection component 103 combines a front wall panel structure 1031 and a plurality of combined front prefabricated blocks 1032, the combined front wall panel structure 1031 is arranged in front of the assembled prefabricated wall panel 101, the combined front prefabricated block 1032 is located in a line guide reserved opening 106, and a front cross groove 1034 is arranged at the rear of the combined front prefabricated block 1032, the combined front wall panel structure 1031 is fixed to the plurality of combined front prefabricated blocks 1032, the combined rear wall panel structure 1021 is fixed to the plurality of combined rear prefabricated blocks 1022, and the combined front prefabricated blocks 1032 and the combined rear prefabricated blocks 1022 are made of ALC material;

[0045] The rear wall combination connection component 102 includes a combined rear wall panel structure 1021 and a plurality of combined rear prefabricated blocks 1022. The combined rear wall panel structure 1021 is arranged at the rear of the assembled prefabricated wall panel 101. The combined rear prefabricated blocks 1022 are arranged in the line guide reserved opening 106. A rear cross groove 1023 is arranged in front of the combined rear prefabricated blocks 1022. The rear cross groove 1023 and the front cross groove 1034 are combined to form a whole, and are connected with the line horizontal opening 104 and the vertical opening 112.

[0046] In the present embodiment: by presetting the line guide reserved opening 106 on the assembled prefabricated wall panel 101, the assembled front prefabricated block 1032 and the assembled rear prefabricated block 1022 can be smoothly embedded and maintain the connection with the assembled prefabricated wall panel 101, so as to maintain the overall strength of the assembled prefabricated wall panel 101, and the assembled front prefabricated block 1032 and the assembled rear prefabricated block 1022 are ALC materials, which have a lower bulk density but higher strength. This not only improves the supporting stress and strength of the assembled prefabricated wall panel 101, but also realizes the overall lightweight of the assembled prefabricated wall panel 101, thereby reducing the self-weight of the entire building surface, which is beneficial to reducing the energy consumption of the building surface and reducing transportation costs.

[0047] Example 3: Reference Figures 3 to 6 and Fig.10 A prefabricated wall panel comprises a front wall assembly connection component 103, the front wall assembly connection component 103 comprises a combined front wall panel structure 1031 and a plurality of combined front prefabricated blocks 1032, the combined front wall panel structure 1031 is fixed to the plurality of combined front prefabricated blocks 1032, the combined rear wall panel structure 1021 is fixed to the plurality of combined rear prefabricated blocks 1022, the combined front prefabricated blocks 1032 and the combined rear prefabricated blocks 1022 are made of ALC material, the combined front wall panel structure 1031 is arranged in front of the assembled prefabricated wall panel 101, the combined front prefabricated block 1032 is located in the line guide reserved opening 106, and a front cross groove 1034 is arranged at the rear of the combined front prefabricated block 1032, and a casting connection opening 1033 is opened on the combined front prefabricated block 1032. The casting connection opening (1033) extends horizontally into the interior of the combined front prefabricated block (1032) and then bends and extends downward, so that the cross section of the casting connection opening (1033) forms an L shape.

[0048] The pouring connection port 1033 is an L-shaped structure. After the tool is placed in the pouring connection port 1033, the angle can be adjusted so that the bent end of the tool hooks the vertical port of the pouring connection port 1033, thereby facilitating the removal of the combined front prefabricated block 1032. Secondly, the pouring connection port 1033 can be smoothly connected to the rubber port 110 and the pouring groove 111, so that the concrete can smoothly pass through the pouring connection port 1033 and the rubber port 110 into the pouring groove 111. After the concrete is formed and solidified, the combined front prefabricated block 1032 can be stably embedded in the line guide reserved port 106, thereby ensuring the stable connectivity of the combined front prefabricated block 1032. The lower end of the pouring connection port 1033 extends to the bottom of the combined front prefabricated block 1032. The pouring groove 111 is provided on the bottom wall of the line guide reserved port 106, and the pouring groove 111 corresponds to the position of the pouring connection port 1033.

[0049] The rear wall combination connection component 102 includes a combined rear wall panel structure 1021 and a plurality of combined rear prefabricated blocks 1022. The combined rear wall panel structure 1021 is arranged at the rear of the assembled prefabricated wall panel 101. The combined rear prefabricated blocks 1022 are arranged in the line guide reserved opening 106. A rear cross groove 1023 is arranged in front of the combined rear prefabricated blocks 1022. The rear cross groove 1023 and the front cross groove 1034 are combined to form a whole, and are connected with the line horizontal opening 104 and the vertical opening 112.

[0050] In this embodiment: by inserting a tool with a bent end into the casting connection port 1033, and then adjusting the position of the tool so that the bent end of the tool and the vertical port of the casting connection port 1033 are limited, the combined front prefabricated block 1032 can be easily taken out. Moreover, since the combined front prefabricated block 1032 is made of ALC material, its lightweight property saves time and effort in the operation process. After taking it out, it is also convenient to extend the connector of the line, which is convenient for reserving the line connector. At the same time, after the combined front prefabricated block 1032 is embedded in the line guide reserved port 106, the combined front prefabricated block 1032 and the combined rear prefabricated block 1022 are combined to limit the line, reduce shaking, ensure the stability and reliability of the line connection, and avoid shaking or friction of the line in the wall, which may cause wear of the outer skin, and then cause leakage or short circuit problems.

[0051] A method for constructing a wall of a prefabricated wall panel comprises the following steps:

[0052] S1. When assembling the assembled prefabricated wall panels 101, the lifting end of the lifting device is connected to the assembly lifting ring 113, so that the lifting device lifts the assembled prefabricated wall panels 101 and assembles them on the building surface, and then lifts the assembled prefabricated wall panels 101 in sequence, and assembles them in sequence according to the needs;

[0053] S2. After assembly, a gap is reserved between the two assembled prefabricated wall panels 101, and then a building formwork is set up at the reserved gap. After the setting, concrete is poured. After the concrete solidifies, the two assembled prefabricated wall panels 101 are kept stably connected;

[0054] S3. When laying the line, the line is inserted from the vertical opening 112 or the line transverse opening 104 according to the needs, so that the line enters the front cross groove 1034 and the rear cross groove 1023, and continues to be pushed horizontally and longitudinally along the vertical opening 112 or the line transverse opening 104. During the laying process, the tool is inserted into the casting connection opening 1033 according to the needs, and the tool angle is adjusted to limit the vertical opening of the tool and the casting connection opening 1033. At this time, the corresponding combined front prefabricated block 1032 is opened. When it is necessary to pass through the assembled prefabricated wall panel 101, the combined front prefabricated block 1032 is also opened according to the needs. After opening, the end of the line is pulled out from the line guide reserved opening 106 to make the line reserved terminal;

[0055] S4, and then embed the combined front prefabricated block 1032 into the line guide reserved opening 106 as needed. After the line is laid, pour concrete through the pouring connection opening 1033, so that the concrete enters the pouring trough 111, and wait for the concrete to solidify so that the combined front prefabricated block 1032 remains stable, thereby completing the construction of the assembled prefabricated wall panel 101.

[0056] The present application arranges the lines through vertical openings, horizontal openings and reserved openings for line guides, without the need for additional drilling or destruction of the wall, thereby simplifying the construction process and quickly finding the position of the line that needs to be connected, reducing the time for finding and locating the line and improving construction efficiency. Secondly, a wavy structure is formed by combining a plane and a convex surface, and combined with cast concrete. This design changes the connection method and shape of the assembled prefabricated wall panels, so that the assembled prefabricated wall panels can better disperse and resist pressure when subjected to external forces, thereby improving the wind resistance and earthquake resistance of the assembled prefabricated wall panels. Secondly, the wavy connection can better absorb and disperse the stress inside the assembled prefabricated wall panels, reducing the problems of cracks and damage to the assembled prefabricated wall panels caused by stress concentration.

[0057] The above are only preferred specific implementation modes of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical solutions and inventive concepts of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A prefabricated wall panel, comprising a prefabricated wall assembly mechanism (100), characterized in that: include: The assembled prefabricated wall panel (101) is provided with a plurality of line guide reserved openings (106), and each line guide reserved opening (106) is provided with two line transverse openings (104) and two vertical openings (112) on four sides, so that each line guide reserved opening (106), the line transverse opening (104) and the line guide reserved opening (106) are connected; A front wall assembly connection component (103) comprises a fixedly connected combined front wall panel structure (1031) and a plurality of combined front prefabricated blocks (1032), wherein the combined front wall panel structure (1031) is arranged in front of the assembled prefabricated wall panel (101), the combined front prefabricated blocks (1032) are located in the line guide reserved opening (106), and a front cross groove (1034) is arranged at the rear of the combined front prefabricated blocks (1032); The rear wall assembly connection component (102) comprises a fixedly connected assembled rear wall panel structure (1021) and a plurality of assembled rear prefabricated blocks (1022), wherein the assembled rear wall panel structure (1021) is arranged at the rear of the assembled prefabricated wall panel (101), the assembled rear prefabricated blocks (1022) are arranged in a line guide reserved opening (106), a rear cross groove (1023) is arranged in front of the assembled rear prefabricated blocks (1022), and the rear cross groove (1023) and the front cross groove (1034) are combined to form a whole, and are connected to the line transverse opening (104) and the vertical opening (112).

2. A prefabricated wall panel according to claim 1, characterized in that: The combined front prefabricated block (1032) and the combined rear prefabricated block (1022) are overlapped, and the combined front prefabricated block (1032) and the combined rear prefabricated block (1022) each occupy 1 / 2 of the line guide reserved opening (106).

3. A prefabricated wall panel according to claim 2, characterized in that: The combined front prefabricated block (1032) is provided with a casting connection opening (1033), which extends horizontally into the combined front prefabricated block (1032) and then bends and extends downward, so that the cross section of the casting connection opening (1033) forms an L shape.

4. A prefabricated wall panel according to claim 3, characterized in that: A casting groove (111) is provided on the bottom wall of the line guide reserved opening (106), and the casting groove (111) corresponds to the position of the casting connection opening (1033).

5. The prefabricated wall panel according to claim 4, characterized in that: Two limiting rubber rings (107) are arranged at the front part of the line guide reserved opening (106), a rubber opening (110) is arranged below one of the limiting rubber rings (107), and the rubber opening (110) is connected to the casting groove (111) and the casting connection opening (1033); Two limiting rubber grooves (1035) are arranged outside the combined front prefabricated block (1032), and the limiting rubber ring (107) is located in the limiting rubber grooves (1035).

6. A prefabricated wall panel according to claim 5, characterized in that: The outer peripheral surface of the assembled prefabricated wall panel (101) is provided with a plurality of raised surfaces (108) and a plurality of planes (109), and a wave-shaped structure is formed between the plurality of raised surfaces (108) and the plurality of planes (109).

7. The prefabricated wall panel according to claim 6, characterized in that: Two assembly hanging rings (113) are arranged above the assembled prefabricated wall panel (101).

8. The prefabricated wall panel according to claim 7, characterized in that: The combined front prefabricated block (1032) and the combined rear prefabricated block (1022) are made of ALC material.

9. The prefabricated wall panel according to claim 8, characterized in that: The assembled prefabricated wall panel (101) is provided with a plurality of prefabricated wall panel reinforcement components (105) inside, and the prefabricated wall panel reinforcement components (105) include two combined bars and a plurality of prefabricated wall panel reinforcement connecting bars (1053). The two combined bars are provided in the assembled prefabricated wall panel (101), and each combined bar includes a plurality of prefabricated wall panel reinforcement transverse steel bars (1051) and a plurality of prefabricated wall panel reinforcement longitudinal steel bars (1052). The plurality of prefabricated wall panel reinforcement transverse steel bars (1051) cross the plurality of prefabricated wall panel reinforcement longitudinal steel bars (1052) and are combined together, and the nodes of every two adjacent prefabricated wall panel reinforcement transverse steel bars (1051) and prefabricated wall panel reinforcement longitudinal steel bars (1052) are fixed to the two ends of the prefabricated wall panel reinforcement connecting bar (1053).

10. A method for constructing a wall using the prefabricated wall panel according to claim 9, characterized in that: The following steps are involved: S1, when assembling the assembled prefabricated wall panels (101), the lifting end of the lifting device is connected to the assembly lifting ring (113), so that the lifting device lifts the assembled prefabricated wall panels (101) and assembles them on the building surface, and then lifts the assembled prefabricated wall panels (101) in sequence, and assembles them in sequence according to the needs; S2, after assembly, a gap is reserved between the two assembled prefabricated wall panels (101), and then a building formwork is set up at the reserved gap. After the setting, concrete is poured, and after the concrete solidifies, the two assembled prefabricated wall panels (101) are kept stably connected; S3. When laying the line, the line is inserted from the vertical opening (112) or the line transverse opening (104) as required, so that the line enters the front cross groove (1034) and the rear cross groove (1023), and continues to be pushed horizontally and vertically along the vertical opening (112) or the line transverse opening (104). During the laying process, a tool is inserted into the casting connection opening (1033) as required, and the tool angle is adjusted to limit the vertical opening of the tool and the casting connection opening (1033). At this time, the corresponding combined front prefabricated block (1032) is opened. When it is necessary to pass through the assembled prefabricated wall panel (101), the combined front prefabricated block (1032) is also opened as required. After opening, the end of the line is pulled out from the line guide reserved opening (106) to reserve the line terminal; S4, then, as required, the combined front prefabricated block (1032) is embedded into the reserved opening (106) for line guidance. After the line laying is completed, concrete is poured through the pouring connection opening (1033) so that the concrete enters the pouring trough (111). After the concrete solidifies, the combined front prefabricated block (1032) remains stable, thereby completing the construction of the assembled prefabricated wall panel (101).

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