Assembled integral wall panels

Abstract

The present application provides an assembled integral wall panel, comprising a frame, a plurality of autoclaved aerated concrete strips embedded in the peripheral side of the frame, and a plurality of tie bars. The frame is provided with a clamping position, a plurality of autoclaved aerated concrete strips are embedded in the corresponding clamping positions, a plurality of tie bars are arranged at intervals on the peripheral side of the frame, each autoclaved aerated concrete strip is provided with an opening for the corresponding tie bar to pass through, each tie bar is connected to the frame, and the end of each tie bar is fixedly connected to the side of the corresponding autoclaved aerated concrete strip away from the frame, and the connection between the autoclaved aerated concrete strip and the frame can also be strengthened by pins. By providing a clamping position on the frame, a plurality of autoclaved aerated concrete strips are inserted unidirectionally from the opening of the clamping position, which is convenient for installation; and it is convenient for the strips to be tightly assembled, and the displacement of the autoclaved aerated concrete strips is limited, thereby improving the integrity of the assembled wall panel. The frame is treated with anti-corrosion as a whole, and the tie bars are connected to the frame without welding, which improves the durability of the assembled integral wall panel.

Description

Technical Field

[0001] The present application relates to the technical field of building structures, and in particular provides an assembled integral wall panel. Background Art

[0002] Autoclaved aerated concrete strips have the advantages of light weight, thermal insulation, high fire resistance, good durability, good earthquake resistance, good sound insulation, and green environmental protection. With the continuous advancement of building industrialization, its technology and process have been continuously improved, and its scope of use is becoming wider and wider. Wall panels assembled with autoclaved aerated concrete strips have obvious advantages in the field of prefabricated buildings. They can improve hoisting efficiency, improve construction efficiency, reduce labor intensity, reduce the amount of wet work on site, and improve wall quality.

[0003] At present, the wall panels assembled with autoclaved aerated concrete strips are generally assembled with closed steel frames or exposed steel keels and autoclaved aerated concrete strips, the panels are connected by riveting steel bars, the steel bars and the steel frame are fixed by welding, or the autoclaved aerated concrete strips are fixed to the upper and lower exposed steel keels with hook bolts. These assembled wall panels use a lot of steel, the autoclaved aerated concrete strips are difficult to install, the assembly gaps are large, the anti-corrosion treatment of the welding points is not easy to be thorough, the durability is difficult to ensure, and a large building space is occupied. The hoisting and installation of the whole wall panel are difficult. Summary of the invention

[0004] The purpose of the present application is to provide an assembled integral wall panel, aiming to solve the problem of inconvenient installation of an integral wall panel assembled from autoclaved aerated concrete strips in the prior art.

[0005] To achieve the above-mentioned purpose, the technical solution adopted in the present application is: an assembled integral wall panel is provided, comprising a frame, a plurality of autoclaved aerated concrete strips and a plurality of tie bars embedded in the periphery of the frame, the frame is provided with a clamping position for positioning and supporting the autoclaved aerated concrete strips, a plurality of the autoclaved aerated concrete strips are respectively embedded in the corresponding clamping positions of the frame, a plurality of the tie bars are arranged at intervals on the periphery of the frame, each of the autoclaved aerated concrete strips is provided with an opening for the corresponding tie bar to pass through, each of the tie bars is connected to the frame, and an end of each of the tie bars is fixedly connected to a side of the corresponding autoclaved aerated concrete strip away from the frame.

[0006] In one embodiment, the skeleton includes two support rods that are longitudinally and spaced apart and two connecting rods that transversely connect the two support rods and are spaced apart. The two connecting rods are respectively located on both sides of a line connecting the middle parts of the two support rods. Each connecting rod and the corresponding end of the two support rods constitute a first clamping position for inserting the autoclaved aerated concrete slats.

[0007] In one embodiment, the two ends of each support rod extend out a support rod in a direction away from the other support rod, and each support rod cooperates with the corresponding two support rods to form a second clamping position for inserting the autoclaved aerated concrete strip board.

[0008] In one embodiment, the skeleton includes a bottom rod, two support rods longitudinally and spaced apart on both sides of a line connecting the middle parts of the bottom rod, a connecting rod transversely connecting the two support rods, and a support rod extending from the free end of each support rod in a direction away from the other support rod. Each of the support rods and the corresponding sections of the bottom rod cooperate with the corresponding two support rods to form a first clamping position for inserting the autoclaved aerated concrete strip, and the connecting rod and the corresponding sections of the two support rods form a second clamping position for inserting the autoclaved aerated concrete strip.

[0009] In one embodiment, the skeleton includes two support rods arranged laterally at intervals and a connecting rod longitudinally connecting the two support rods, the connecting rod connects the middle parts of the two support rods, and the two support rods cooperate with the connecting rod to form two positions for inserting the autoclaved aerated concrete slats.

[0010] In one embodiment, a groove for engaging with the corresponding autoclaved aerated concrete strip is provided on the side of the frame facing the autoclaved aerated concrete strip.

[0011] In one embodiment, the frame is welded from steel.

[0012] In one embodiment, the surface of the skeleton is provided with a coating for preventing the skeleton from corrosion.

[0013] In one embodiment, the frame is provided with a plurality of through holes, and a plurality of fixing members are provided between the frame and the autoclaved aerated concrete strip through the plurality of through holes.

[0014] In one embodiment, the frame is provided with grooves at the portions of the support rods corresponding to the installation of doors and windows.

[0015] In one embodiment, the gap between any two adjacent autoclaved aerated concrete slats is filled with sealant.

[0016] In one embodiment, a waterproof layer is coated on the outer surface of the assembled integral wall panel.

[0017] The beneficial effects of the present application are as follows: compared with the prior art, the assembled integral wall panels of the present application are convenient to assemble by providing a clamping position on the frame, and a plurality of autoclaved aerated concrete strips are unidirectionally inserted from the opening of the clamping position; and the strips are convenient to assemble tightly, and the displacement of the autoclaved aerated concrete strips is limited, thereby improving the integrity of the assembled wall panels, facilitating the hoisting of the integral wall panels and reducing the amount of steel used; and the tie bars are connected to the frame without welding, which reduces the welding points on the frame and improves the durability of the assembled integral wall panels. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the following briefly introduces the drawings required for use in the embodiments or prior art descriptions. Obviously, the drawings described below are only some embodiments of the present application, and for ordinary technicians in this field, other drawings can be obtained based on these drawings without creative labor.

[0019] Figure 1 A schematic diagram of the structure of the skeleton provided in Example 1 of the present application;

[0020] Figure 2 A schematic diagram of the structure of an assembled integral wall panel provided in Example 1 of the present application;

[0021] Figure 3 A schematic diagram of the structure of the skeleton provided in Example 2 of the present application;

[0022] Figure 4 A schematic diagram of the structure of an assembled integral wall panel provided in Example 2 of the present application;

[0023] Figure 5 A schematic diagram of the structure of the skeleton provided in Example 3 of the present application;

[0024] Figure 6 This is a schematic structural diagram of the assembled integral wall panel provided in Example 3 of the present application.

[0025] Among them, the main marks of the drawings in the figure are:

[0026] 100-Assembled integral wall panels;

[0027] 1-frame; 11-support rod; 12-connecting rod; 13-support rod; 14-position; 15-bottom rod; 16-groove; 141-first position; 142-second position;

[0028] 2-Autoclaved aerated concrete slats;

[0029] 3-Tie tendons.

[0030] 4-Fixers. DETAILED DESCRIPTION

[0031] In order to make the technical problems, technical solutions and beneficial effects to be solved by the present application more clearly understood, the present application is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present application and are not used to limit the present application.

[0032] It should be noted that when an element is referred to as being "fixed to" or "disposed on" another element, it can be directly on the other element or indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or indirectly connected to the other element.

[0033] In the description of this application, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or a non-mechanical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.

[0034] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the features. In the description of this application, the meaning of "plurality" is two or more, unless otherwise clearly and specifically defined.

[0035] See also Figure 1 to Figure 2Now, the assembled integral wall panel of the embodiment of the present application is described. The assembled integral wall panel 100 comprises a frame 1, a plurality of autoclaved aerated concrete strips 2 and a plurality of tie bars 3, wherein the plurality of autoclaved aerated concrete strips 2 and the frame 1 form a wall panel. The frame 1 is provided with a clamping position 14, which can position and support the autoclaved aerated concrete strips 2, so as to facilitate the installation of the autoclaved aerated concrete strips 2. Specifically, a plurality of autoclaved aerated concrete slats 2 are distributed and embedded in corresponding positions 14 to limit the displacement of the autoclaved aerated concrete slats 2. The autoclaved aerated concrete slats 2 are inserted from the positions 14 to facilitate the assembly of the autoclaved aerated concrete slats 2, and the gap between any two adjacent autoclaved aerated concrete slats 2 and the gap between the autoclaved aerated concrete slats 2 and the frame 1 are very small, that is, the matching accuracy between the plurality of autoclaved aerated concrete slats 2 and the matching accuracy between the autoclaved aerated concrete slats 2 and the frame 1 are high, thereby making the assembled integral wall panel 100 have good integrity, facilitating the hoisting of the integral wall panel and reducing the amount of steel used. In this embodiment, a plurality of tie bars 3 are arranged at intervals on the circumference of the frame 1. Correspondingly, the side of each autoclaved aerated concrete strip 2 is provided with an opening (not shown) for the corresponding tie bar 3 to pass through. Each tie bar 3 passes through the frame 1 for connection, so that the end of each tie bar 3 is fixedly connected to the side of the autoclaved aerated concrete strip 2 away from the frame 1, which can effectively improve the assembly strength of the autoclaved aerated concrete strip 2, thereby improving the strength of the entire wallboard. Of course, in some other embodiments, the connection between the autoclaved aerated concrete strip 2 and the frame 1 can also be strengthened by pins, which is not limited here.

[0036] Compared with the prior art, the assembled integral wall panel 100 provided in the present application has a retaining position 14 on the frame 1, and multiple autoclaved aerated concrete strips 2 are unidirectionally inserted from the opening of the retaining position 14, thereby limiting the displacement of the autoclaved aerated concrete strips 2, eliminating the process of fixing the autoclaved aerated concrete with assembly auxiliary materials such as angle steel, hook bolts, reinforcing screws, and U-shaped threaded steel, so as to facilitate the assembly of the panels, and the gaps between any adjacent autoclaved aerated concrete strips 2 and the gaps between the autoclaved aerated concrete strips 2 and the frame 1 are very small, that is, the fitting tolerances between the multiple autoclaved aerated concrete strips 2 and the fitting tolerances between the autoclaved aerated concrete strips 2 and the frame 1 are very small, thereby making the assembled integral wall panel 100 have good integrity, facilitating the hoisting of the integral wall panel and reducing the amount of steel used. In addition, by connecting the tie bars 3 to the frame 1 and inserting the tie bars 3 into the autoclaved aerated concrete strips 2, the firmness of the integral wall panel is improved, and the tie bars 3 and the frame 1 are connected by non-welding to reduce the welding points on the frame 1, thereby reducing the influence of welding point corrosion on the frame 1, extending the service life of the frame 1, and improving the durability of the assembled integral wall panel 100. In addition, the frame 1 and the autoclaved aerated concrete strips 2 can be reinforced with multiple fixings 4, further improving the firmness of the assembled integral wall panel 100.

[0037] In one embodiment, see Figure 1 to Figure 2 The diameter of the tie bar 3 is in the range of 6-12 mm. If the tie bar 3 with a diameter less than 6 mm is selected, the connection strength is insufficient, so that cracks are easily generated between the two autoclaved aerated concrete strips 2. If the tie bar 3 with a diameter greater than 12 mm is selected, materials are wasted. Therefore, the use of the tie bar 3 with a diameter range of 6-12 mm can effectively prevent the autoclaved aerated concrete strips 2 from cracking, improve the connection strength between the autoclaved aerated concrete strips 2, and save materials.

[0038] For further information, see Figure 1 to Figure 2As a specific embodiment of the assembled integral wall panel of the present application, the frame 1 includes two support rods 11 and two connecting rods 12. The two support rods 11 are arranged longitudinally and at intervals. The two connecting rods 12 are respectively located on both sides of the middle connecting line of the two support rods 11, so as to realize the transverse connection of the two support rods 11. Each connecting rod 12 and the corresponding end of the two support rods 11 form a first clamping position 141, and the autoclaved aerated concrete strip 2 is inserted into the first clamping position 141. It can be understood that the first clamping position 141 is a rectangular structure with one end open, and multiple autoclaved aerated concrete strips 2 can only be inserted into the first clamping position 141 in sequence from the opening, that is, the autoclaved aerated concrete strips 2 can only be inserted in one direction, which is conducive to the installation of the autoclaved aerated concrete strips 2, and reduces the gap between the two autoclaved aerated concretes and the gap between the autoclaved aerated concrete strips 2 and the frame 1, thereby improving the wall panel size installation accuracy and integrity. In addition, the two support rods 11 and the two connecting rods 12 form a frame 1 with a window frame installed inside, which is conducive to embedding the window frame on the wall panel, eliminating the process of opening a gap in the wall panel and improving the applicability of the wall.

[0039] Furthermore, the two ends of each support rod 11 extend out a support rod 13 in a direction away from the other support rod 11, and each support rod 11 cooperates with the corresponding two support rods 13 to form a second clamping position 142, and the autoclaved aerated concrete strip 2 is installed in the second clamping position 142. By providing the second clamping position 142 on both sides of the skeleton 1, it is convenient to inlay the autoclaved aerated concrete strip 2 on both sides of the skeleton 1, which is conducive to the production of large-sized wall panels. Among them, the skeleton 1 is made of steel plates. By forming the skeleton 1 into a structure similar to an "H" shape, compared with a closed frame structure, while satisfying that the skeleton 1 has sufficient supporting strength, it also reduces the use of steel and saves costs.

[0040] In another embodiment, please refer to Figure 3 and Figure 4The framework includes a bottom bar 15, two support bars 11, a connecting bar 12, and two support bars 13. The two support bars 11 are longitudinally and spaced apart on both sides of the middle line of the bottom bar 15, and the connecting bar 12 connects the two support bars 11 transversely. The free end of each support bar 11 extends out of the support bar 13 in a direction away from the other support bar 11. The corresponding sections of each support bar 13 and the bottom bar 15 cooperate with the corresponding two support bars 11 to form a first clamping position 141. Correspondingly, the connecting bar 12 and the corresponding sections of the two support bars 11 form a second clamping position 142. The plurality of autoclaved aerated concrete strips 2 are slidably inserted in the first clamping position 141 and the second clamping position 142, respectively. Thus, the first clamping position 141 and the second clamping position 142 are rectangular structures with one end open, and multiple autoclaved aerated concrete strips 2 can only be inserted into the first clamping position 141 and the second clamping position 142 in sequence from the opening, that is, the autoclaved aerated concrete strips 2 can only be inserted in one direction, which is conducive to the installation of the autoclaved aerated concrete strips 2, and reduces the gap between the two autoclaved aerated concrete strips 2 and the gap between the autoclaved aerated concrete strips 2 and the frame 1, so that the matching tolerance between the strips and the frame 1 is small, and the size installation accuracy and stability of the wallboard are improved. In addition, the bottom rod 15, the two support rods 11 and the connecting rod 12 form a frame 1 with a door frame structure inside, which is conducive to embedding the door frame on the wallboard, eliminating the process of opening a gap on the wallboard, and improving the applicability of the wall.

[0041] Specifically, each support rod 13 is formed by bending one end of a support rod 11 in a direction away from the other support rod 11. It can be understood that the two ends of the support rod 11 are bent outward by 90° using a bending mechanism to form the support rod 13. In this way, compared with the welding process, the support rod 13 is made by bending the support rod 11. This processing method is simple and easy to operate, and reduces the welding points between the support rod 13 and the support rod 11, thereby reducing the welding points on the frame 1, thereby reducing the influence of welding point corrosion on the frame 1, and extending the service life of the frame 1.

[0042] In addition, in other embodiments, please refer to Figure 5 and Figure 6The skeleton 1 includes two support rods 11 and a connecting rod 12. The two support rods 11 are arranged at intervals in the horizontal direction, and the connecting rod 12 is located in the middle of the two support rods 11, so as to realize the vertical connection of the two support rods 11. Among them, the two support rods 11 cooperate with the connecting rod 12 to form two clamping positions 14, and the autoclaved aerated concrete strips 2 are respectively inserted in each clamping position 14. Specifically, the two clamping positions 14 are respectively arranged on both sides of the connecting rod 12, and multiple autoclaved aerated concrete strips 2 can only be inserted in sequence from the openings of each clamping position 14, that is, the autoclaved aerated concrete strips 2 can only be inserted in one direction, which is conducive to the installation of the autoclaved aerated concrete strips 2, and reduces the gap between the two autoclaved aerated concrete strips and the gap between the autoclaved aerated concrete strips 2 and the skeleton 1, thereby improving the wallboard size installation accuracy and stability. In addition, the skeleton 1 is made of steel, and the skeleton 1 is arranged in the middle of the wallboard, and the skeleton 1 is arranged in an I-shaped structure, which improves the supporting strength of the wallboard and reduces the amount of steel.

[0043] For further information, see Figures 1 to 6 As a specific implementation method of the assembled integral wall panel of the present application, in order to reduce the corrosion of the welding points on the frame 1, the tie bar 3 is often fixed to the frame 1 using tie bar fixings such as gaskets, bolts, and nuts. Based on this, a groove 16 is provided in the frame 1 at the portion of the support rod 11 corresponding to the installation of the door or window frame, so that the tie bar fixing can be installed in the groove 16, so that the outer end surface of the tie bar fixing is flush with the inner side surface of the frame 1, so as to ensure that the tie bar fixing does not protrude from the frame, which is conducive to embedding the door or window frame structure in the gap of the wall.

[0044] For further information, see Figure 1 to Figure 2 As a specific embodiment of the assembled integral wall panel of the present application, a groove (not shown) is provided on the side of the frame 1 facing the autoclaved aerated concrete strip 2, and the corresponding autoclaved aerated concrete strip 2 is clamped in the groove. Specifically, the width of the groove is greater than or equal to the thickness of the autoclaved aerated concrete strip 2, so that the autoclaved aerated concrete strip 2 is clamped in the groove, thereby enhancing the connection strength between the autoclaved aerated concrete strip 2 and the frame 1, thereby increasing the stability of the wall panel. In addition, a layer of adhesive is applied at the end of the groove to facilitate the autoclaved aerated concrete strip 2 to be fixed in the groove.

[0045] For further information, see Figures 1 to 3As a specific embodiment of the assembled integral wall panel of the present application, the frame 1 is welded by steel. The frame 1 can be welded by flat steel, square steel, angle steel, and round steel. By welding a plurality of steels to form the frame 1, the production time of the frame 1 is saved. In addition, the hardness of the steel is large, which meets the support strength requirements of the frame 1, and the steel has good corrosion resistance and oxidation resistance, so that the frame 1 has good corrosion resistance and oxidation resistance.

[0046] In addition, the surface of the frame 1 is provided with a coating. For example, a layer of zinc is electroplated on the outer surface of the frame 1, which enhances the corrosion resistance of the frame 1 and greatly prolongs the service life of the frame 1.

[0047] For further information, see Figure 4 As a specific embodiment of the assembled integral wall panel of the present application, a plurality of through holes (not shown) are provided on the skeleton 1, and a fixing member 4 is provided between the skeleton 1 and the autoclaved aerated concrete strip 2 through each through hole. It can be understood that the fixing members 4 and the through holes are arranged in a one-to-one correspondence, and each fixing member 4 passes through the corresponding through hole to fix the autoclaved aerated concrete strip 2, thereby achieving the reinforcement of the autoclaved aerated concrete strip 2 and the skeleton 1, thereby improving the connection strength between the two. This connection method is a mechanical connection method, which is not easily affected by the external temperature and has a firm connection. Preferably, the skeleton 1 and the autoclaved aerated concrete strip 2 are mechanically connected by riveting to improve the durability of the assembled integral wall panel 100. In addition, the connection between the fixing member 4 and the skeleton 1 is subjected to anti-corrosion treatment to increase the service life of the fixing member 4. Optionally, a plurality of fixing members 4 are arranged at intervals along the support rod 11, the connecting rod 12 and the support rod 13 on the skeleton 1.

[0048] In some embodiments, see Figure 1 The gap between any two adjacent autoclaved aerated concrete slats 2 is filled with a sealant (not shown), such as MS modified silane, anchor glue, etc. By filling the gap between two adjacent autoclaved aerated concrete slats 2 with a sealant, the bonding strength of the two autoclaved aerated concrete slats 2 is enhanced, thereby improving the stability of the wallboard. In addition, a thickener can be added to the sealant to prevent the binder from shrinking due to water absorption by the autoclaved aerated concrete slats 2, thereby improving the adhesion and crack resistance between the slats. In addition, by using a sealant to fill the gap between the two autoclaved aerated concrete slats 2, the problem of water leakage and seepage in the transverse joints connecting the two autoclaved aerated concrete slats 2 is solved, thereby improving the overall waterproof effect of the wallboard.

[0049] Furthermore, a waterproof layer is applied to the outer surface of the assembled integral wall panel 100. By applying a waterproof layer to the outer surface of the assembled integral wall panel 100, the waterproof performance of the autoclaved aerated concrete is improved, thereby improving the waterproof performance of the wall panel and extending the service life of the wall panel.

[0050] The assembled integral wall panel 100 provided in the present application uses a steel frame as the skeleton 1 of the assembled integral wall panel 100, thereby avoiding the shortcomings of the existing autoclaved aerated concrete strips 2 assembled into integral wall panels. Through the steel frame structure design and mechanical verification, the steel frame is more convenient for the assembly of the autoclaved aerated concrete strips 2 and the hoisting of the integral wall panel and reduces the amount of steel used; the tie bars 3 fixing parts on the steel frame of the window opening or door opening do not protrude, and the steel frame is embedded in the interior of the autoclaved aerated concrete strips 2, which is convenient for the installation of the window frame or door frame; each clamping position 14 of the steel frame is a three-way constraint and a one-way assembly and insertion, with higher dimensional accuracy, reducing the assembly gap of the autoclaved aerated concrete strips 2; the steel frame and the autoclaved aerated concrete strips 2 can be reinforced with multiple fixings 4; the tie bars 3, rivets and the steel frame are all mechanically connected, which improves the durability of the assembled integral wall panel 100.

[0051] The above description is only an optional embodiment of the present application and is not intended to limit the present application. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present application should be included in the protection scope of the present application.

Claims

1. An assembled integral wall panel, characterized in that: The invention comprises a frame, a plurality of autoclaved aerated concrete strips embedded in the periphery of the frame, and a plurality of tie bars, wherein the frame is provided with a clamping position for positioning and supporting the autoclaved aerated concrete strips, the plurality of autoclaved aerated concrete strips are respectively embedded in the clamping positions of the corresponding frame, the plurality of tie bars are arranged at intervals on the periphery of the frame, each of the autoclaved aerated concrete strips is provided with an opening for the corresponding tie bar to pass through, each of the tie bars is connected to the frame, and the end of each of the tie bars is fixedly connected to a side of the corresponding autoclaved aerated concrete strip away from the frame; The skeleton includes two longitudinal support rods arranged at intervals and two connecting rods transversely connecting the two support rods and arranged at intervals. The two connecting rods are respectively located on both sides of a line connecting the middle parts of the two support rods. Each connecting rod and the corresponding end of the two support rods constitute a first clamping position for inserting the autoclaved aerated concrete slats.

2. The assembled integral wall panel according to claim 1, characterized in that: The two ends of each support rod respectively extend out a support rod in a direction away from the other support rod, and each support rod cooperates with the corresponding two support rods to form a second clamping position for inserting the autoclaved aerated concrete strip board.

3. The assembled integral wall panel according to claim 1, characterized in that: The skeleton includes a bottom rod, two support rods longitudinally and spaced apart on both sides of a line connecting the middle parts of the bottom rod, a connecting rod transversely connecting the two support rods, and a support rod extending from the free end of each support rod in a direction away from the other support rod. Each support rod, the corresponding section of the bottom rod and the corresponding two support rods cooperate to form a first clamping position for inserting the autoclaved aerated concrete strip board, and the connecting rod and the corresponding sections of the two support rods form a second clamping position for inserting the autoclaved aerated concrete strip board.

4. The assembled integral wall panel according to claim 1, characterized in that: The skeleton includes two support rods arranged at intervals in transverse direction and a connecting rod longitudinally connecting the two support rods, wherein the connecting rod connects the middle parts of the two support rods, and the two support rods cooperate with the connecting rod to form two positions for inserting the autoclaved aerated concrete strips.

5. The assembled integral wall panel according to any one of claims 1 to 4, characterized in that: The side of the frame facing the autoclaved aerated concrete strip is provided with a groove for clamping the corresponding autoclaved aerated concrete strip.

6. The assembled integral wall panel according to claim 5, characterized in that: The frame is formed by welding steel materials.

7. The assembled integral wall panel according to claim 6, characterized in that: The surface of the skeleton is provided with a coating for preventing the skeleton from corrosion.

8. The assembled integral wall panel according to any one of claims 1 to 4, characterized in that: The frame is provided with a plurality of through holes, and a plurality of fixing members are provided between the frame and the autoclaved aerated concrete strip through the plurality of through holes.

9. The assembled integral wall panel according to any one of claims 1 to 3, characterized in that: The frame is provided with grooves at the parts of the support rods corresponding to the installation of doors and windows.

10. The assembled integral wall panel according to any one of claims 1 to 4, characterized in that: The gap between any two adjacent autoclaved aerated concrete strips is filled with sealant.

11. The assembled integral wall panel according to claim 10, characterized in that: The outer surface of the assembled integral wall panel is coated with a waterproof layer.

Images