Inner wall structure using ALC board and construction method thereof

Abstract

The application discloses an inner wall structure adopting ALC plates and a construction method thereof, relates to the field of building technology, and discloses the inner wall structure adopting ALC plates, which comprises a concrete filling layer and an ALC wall plate body arranged in sequence from bottom to top, wherein the ALC wall plate body comprises a plurality of ALC plates spliced along the horizontal direction, and the concrete filling layer is embedded with a plurality of height adjusting components; each ALC plate corresponds to at least two height adjusting components; the height adjusting component comprises a first base plate, a second base plate, a stud and an adjusting nut; the stud is threadedly connected with the adjusting nut; one end of the adjusting nut, which is away from the stud, is rotationally connected with the first base plate; one end of the stud, which is away from the adjusting nut, is fixedly connected with the second base plate; and the first base plate and the second base plate are respectively parallel to the bottom surface of the ALC wall plate body. According to the application, the ALC plate is raised by the height adjusting component, the height adjusting component does not need to be taken out before the concrete filling layer is constructed, the construction of the concrete filling layer can be completed at one time, and thus the integrity of the concrete filling layer can be ensured.

Description

Technical Field

[0001] This application relates to the field of building technology, and in particular to interior wall structures using ALC panels and their construction methods. Background Technology

[0002] ALC is short for autoclaved lightweight concrete. ALC boards can be used as wall materials or roof panels, and are a new type of building material with superior performance.

[0003] Currently, when constructing interior walls using ALC panels, it is typically necessary to use wooden wedges to elevate the ALC panels, then apply a concrete joint filler layer between the ALC panels and the substrate. After the concrete joint filler layer has solidified, the wooden wedges are removed, and the gaps originally occupied by the wooden wedges are filled with concrete. Because the concrete in the gaps occupied by the wooden wedges and the concrete joint filler layer are applied sequentially, the overall integrity is relatively weak, which affects the strength of the concrete joint filler layer. Summary of the Invention

[0004] To address the issue of weak integrity of the concrete joint filler layer in ALC panel interior wall structures, this application provides an interior wall structure using ALC panels and its construction method.

[0005] The technical solution for the interior wall structure and construction method using ALC panels provided in this application is as follows:

[0006] The interior wall structure using ALC panels includes a concrete joint filling layer and an ALC wall panel body arranged sequentially from bottom to top. The ALC wall panel body includes several ALC panels spliced ​​together in a horizontal direction. Multiple height adjustment components are embedded in the concrete joint filling layer. Each ALC panel corresponds to at least two height adjustment components. Each height adjustment component includes a first base plate, a second base plate, a stud, and an adjusting sleeve. The stud is threadedly connected to the adjusting sleeve. The end of the adjusting sleeve away from the stud is rotatably connected to the first base plate. The end of the stud away from the adjusting sleeve is fixedly connected to the second base plate. The first base plate and the second base plate are parallel to the bottom surface of the ALC wall panel body.

[0007] By adopting the above technical solution, when constructing an interior wall structure using ALC panels, the ALC panels are supported by a height adjustment component. By rotating the screw sleeve and stud relative to each other, the distance between the first and second seats can be adjusted to adjust the height and inclination of the bottom surface of the ALC panels. After each ALC panel is positioned, a concrete joint filler layer is constructed, and the lifting strip adjustment component is retained inside the concrete joint filler layer, forming an integral structure with the concrete of the joint filler layer. Compared with the method of using wooden wedges to raise the ALC panels, this application raises the ALC panels using a height adjustment component. The height adjustment component does not need to be removed before constructing the concrete joint filler layer, allowing the concrete joint filler layer to be constructed in one go, thereby helping to ensure the integrity of the concrete joint filler layer.

[0008] Compared to wooden wedges, the height adjustment component has a larger space between the first and second seats for concrete filling. When the height adjustment component is embedded in the concrete joint filler layer, the concrete joint filler layer is less likely to form a thin-walled area, which helps to ensure the structural strength of the concrete joint filler layer.

[0009] Furthermore, the height adjustment components are retained inside the concrete joint filler layer. After the interior wall construction is completed, both the concrete material of the concrete joint filler layer and the height adjustment components can support the weight of the ALC wall panel, which helps to ensure the load-bearing capacity of the concrete joint filler layer.

[0010] Optionally, the first base plate is provided with two opposing and coaxial first threaded holes, the openings of the first threaded holes facing the horizontal direction, and the first threaded holes are used to connect the screw.

[0011] By adopting the above technical solution, the first base plate can be connected to two screw rods through two first threaded holes. The two screw rods then extend beyond the gap between the ALC wall panel body and the base layer. A wooden or plastic board can be inserted into the gap between the screw rods and the base layer to support them, thereby indirectly increasing the support range of the height adjustment component and enhancing its stability when supporting the ALC panel. After the concrete joint filler layer has solidified, the screw rods connected to the first threaded holes are removed, and the gaps originally occupied by the screw rods are filled with adhesive. Since the gaps occupied by the screw rods are small, they are less likely to affect the structural strength of the concrete joint filler layer.

[0012] Optionally, the first base plate is fixedly connected to two first horizontal threaded sleeves, which are coaxially arranged, and the inner hole of the first horizontal threaded sleeve serves as the first threaded hole.

[0013] By adopting the above technical solution, the first base plate is connected to the screw rod through the first horizontal screw sleeve, which can reduce the bonding area between the concrete filler layer and the screw rod, making the screw rod easier to disassemble.

[0014] Optionally, the second base plate is provided with two opposing and coaxial second threaded holes, the openings of the second threaded holes facing the horizontal direction, and the second threaded holes are used to connect bolts.

[0015] By adopting the above technical solution, the second seat plate is connected to two bolts through two second threaded holes. The bolt caps can be used to abut against the side of the ALC plate, thereby limiting the ALC plate. On the other hand, during the relative rotation between the adjusting sleeve and the stud, there is frictional damping between the adjusting sleeve and the stud. When the bolt caps are used to abut against the ALC plate, the adjusting sleeve is not easy to drive the stud and the second seat plate to rotate through friction, so that the horizontal position of the second seat plate is relatively stable.

[0016] Optionally, a rotating connecting sleeve is fixedly provided on the upper surface of the first base plate, and the lower end of the adjusting screw sleeve is inserted into the rotating connecting sleeve.

[0017] By adopting the above technical solution, the first base plate is rotatably connected to the adjusting screw sleeve through the rotating connecting sleeve. The rotating connecting sleeve can protect the lower end of the adjusting screw sleeve, which helps to ensure the reliability of the connection between the adjusting screw sleeve and the first base plate.

[0018] Optionally, the adjusting screw sleeve includes a hexagonal cylindrical section and a cylindrical section, and the adjusting screw sleeve is rotatably connected to the rotating connecting sleeve through the cylindrical section.

[0019] By adopting the above technical solution, the hexagonal cylindrical section of the adjusting bolt can be used to apply rotational torque to tools such as wrenches, so as to drive the adjusting sleeve to rotate.

[0020] Optionally, a polytetrafluoroethylene (PTFE) ring is provided between the cylindrical section and the rotary connecting sleeve, and the PTFE ring fills the fitting gap between the cylindrical section and the rotary connecting sleeve.

[0021] By adopting the above technical solution, the PTFE ring fills the fitting gap between the cylindrical section and the rotating connecting sleeve. The PTFE ring, being plastic, can minimize the rotational resistance between the adjusting sleeve and the rotating connecting sleeve while filling the gap as much as possible. Simultaneously, the self-lubricating properties of PTFE material also help reduce the relative rotational resistance between the adjusting sleeve and the rotating connecting sleeve.

[0022] Optionally, the first seat plate has two oppositely arranged insertion holes on its peripheral side, and a connecting rod is connected between each two adjacent first seat plates of the height adjustment assembly through the insertion holes.

[0023] By adopting the above technical solution, two adjacent first base plates are connected by a connecting rod through an insertion hole, which can restrict the relative position between adjacent height adjustment components. When using tools such as wrenches to rotate the adjusting sleeve, the rotating sleeve is less likely to drive the first base plate to rotate through friction, thus reducing the situation where the first base plate rotates and slips relative to the base layer.

[0024] Optionally, the upper surface of the first seat plate and the lower surface of the second seat plate are provided with concave and convex textures, and the connecting rod is a ribbed steel bar.

[0025] By adopting the above technical solution, the textured surface of the upper surface of the first seat plate and the lower surface of the second seat plate, as well as the ribs on the surface of the connecting rod, can enhance the connection between the concrete filler layer and the height adjustment component.

[0026] The construction method for interior wall structures using ALC panels includes the following steps:

[0027] Step 1: Clean the base layer and mark two parallel wall positioning lines on the base surface;

[0028] Step 2: Install the height adjustment components. Place multiple height adjustment components sequentially along the extension direction of the wall positioning lines, with the height adjustment components positioned between the two wall positioning lines. The first base plate of the height adjustment component is pre-installed with two screws through two first threaded holes, with the two screws extending out of the area between the two wall positioning lines. The second base plate of the height adjustment component is pre-installed with two bolts through two second threaded holes, with the bolt heads located within the area between the two wall positioning lines.

[0029] Step 3: Install the ALC board. Pre-install pipe clamps on the upper and lower parts of the ALC board, and use the height adjustment components to support the ALC board.

[0030] Step 4: Use the height adjustment component to adjust the height of the bottom surface of the ALC board, and use a ruler and level to measure and adjust the verticality and flatness of the ALC board.

[0031] Step 5: Fix the pipe clamps on the upper part of the ALC board to the top beam, and fix the pipe clamps on the lower part of the ALC board to the base layer to secure the ALC board.

[0032] After the first ALC plate is fixed, the remaining ALC plates are spliced ​​sequentially along the positioning line. Starting from the second ALC plate, before fixing the next ALC plate, a long strip-shaped leveling plate is set on both sides of the previously installed ALC plate. The leveling plate is supported by the bolts of the height adjustment assembly. The lower edge of the leveling plate has multiple notches to avoid the bolts. The leveling plate extends to the next ALC plate. By tightening the bolts, the two leveling plates clamp the two adjacent ALC plates simultaneously to align the two adjacent ALC plates along the thickness direction. Then, fix the next ALC plate. After that, remove the two leveling plates.

[0033] Step 6: After each ALC board is installed, apply a concrete joint filler layer. Once the concrete joint filler layer has hardened, remove the threaded rods and bolts.

[0034] By adopting the above technical solution, when splicing ALC boards, the relative positions of the two ALC boards installed in the front and rear along the thickness direction are leveled by two leveling plates, making it easier to align the relative positions of the two ALC boards installed in the front and rear along the thickness direction.

[0035] In summary, this application includes at least one of the following beneficial technical effects:

[0036] 1. This application uses a height adjustment component to raise the ALC plate. The height adjustment component does not need to be removed before the concrete joint filler layer is constructed, so that the concrete joint filler layer can be constructed in one go, which helps to ensure the integrity of the concrete joint filler layer.

[0037] 2. The first base plate of the height adjustment assembly can be connected to two screw rods through two first threaded holes. Then, the two screw rods can be extended out of the gap between the ALC wall panel body and the base layer. A wooden board or plastic board can be inserted into the gap between the screw rod and the base layer to support the screw rod, thereby indirectly increasing the support range of the height adjustment assembly and thus strengthening the stability of the height adjustment assembly when supporting the ALC panel.

[0038] 3. When splicing ALC boards, the relative positions of the two ALC boards installed one in front of the other along the thickness direction are leveled using two leveling plates, making it easier to align the two ALC boards along the thickness direction. Attached Figure Description

[0039] Figure 1 This is a cross-sectional view of the interior wall structure in this embodiment, parallel to the interior wall surface.

[0040] Figure 2 This is a cross-sectional view of the interior wall structure in this embodiment, parallel to the thickness plane of the interior wall.

[0041] Figure 3 yes Figure 2A magnified view of a portion of point A in the middle.

[0042] Figure 4 This is a schematic diagram illustrating how the height adjustment component supports the ALC plate in this embodiment.

[0043] Figure 5 This is a schematic diagram illustrating the usage status of the tablet in this embodiment.

[0044] Figure 6 This is a flowchart illustrating the construction method of the interior wall structure in this embodiment.

[0045] Explanation of reference numerals in the attached figures:

[0046] 1. Concrete joint filler layer; 2. ALC wall panel main body; 21. ALC panel; 3. Height adjustment assembly; 31. First base plate; 312. First horizontal threaded sleeve; 3121. First threaded hole; 313. Insertion hole; 32. Second base plate; 322. Second horizontal threaded sleeve; 3221. Second threaded hole; 33. Stud; 34. Adjusting threaded sleeve; 341. Hexagonal prism section; 342. Cylindrical section; 35. Reinforcing rib plate; 36. Rotary connecting sleeve; 37. PTFE ring; 4. Connecting rod; 5. Screw rod; 6. Bolt; 8. Leveling plate; 81. Notch. Detailed Implementation

[0047] The following is in conjunction with the appendix Figure 1-6 This application will be described in further detail.

[0048] This application discloses an interior wall structure using ALC panels and its construction method. (Refer to...) Figure 1 The interior wall structure using ALC panels includes a concrete joint filler layer 1 and an ALC wall panel body 2 arranged sequentially from bottom to top. The ALC wall panel body 2 includes several ALC panels 21 spliced ​​in the horizontal direction. The gaps between adjacent ALC panels 21 are filled with adhesive. The gaps at the connection between the ALC wall panel body 2 and other walls, beams, and columns are filled with adhesive.

[0049] Reference Figure 1 The concrete joint filling layer 1 is embedded with multiple height adjustment components 3. The height adjustment components 3 are arranged sequentially along the splicing direction of the ALC plate 21, and each ALC plate 21 corresponds to two height adjustment components 3.

[0050] Reference Figure 2 and Figure 3The height adjustment assembly 3 includes a first base plate 31, a second base plate 32, a stud 33, and an adjusting sleeve 34. The stud 33 is threadedly connected to the adjusting sleeve 34. The end of the adjusting sleeve 34 away from the stud 33 is rotatably connected to the first base plate 31. The end of the stud 33 away from the adjusting sleeve 34 is vertically fixedly connected to the second base plate 32. The first base plate 31 is located below the second base plate 32 and is parallel to the second base plate 32. The first base plate 31 abuts against the base layer, and the second base plate abuts against the bottom surface of the ALC wall panel body 2.

[0051] When installing the ALC plate 21, the height adjustment component 3 supports the ALC plate 21. By causing the adjusting sleeve 34 and the stud 33 of the height adjustment component 3 to move relative to each other in a spiral motion, the distance between the first seat plate 31 and the second seat plate 32 can be adjusted, thereby adjusting the height position of the bottom surface of the ALC plate 21. During the subsequent construction of the concrete joint filler layer 1, the concrete of the concrete joint filler layer 1 encapsulates the height adjustment component 3, making the height adjustment component 3 and the concrete joint filler layer 1 an integral unit.

[0052] The upper surface of the first seat plate 31 and the lower surface of the second seat plate 32 are both provided with concave and convex textures, which can strengthen the connection between the concrete joint filler layer 1 and the first seat plate 31 and the second seat plate 32 respectively.

[0053] Reference Figure 2 Multiple reinforcing ribs 35 are connected between the stud 33 and the second base plate 32. The multiple reinforcing ribs 35 are arranged in a circumferential array around the axis of the stud 33. The reinforcing ribs 35 have the function of strengthening and positioning the stud 33, making the stud 33 less prone to bending deformation under the gravity of the ALC plate 21.

[0054] To make the lifting and lowering adjustment process of the height adjustment component 3 more stable, a loosening adhesive layer can be coated on the surface of the stud 33. The loosening adhesive layer occupies the fitting gap between the stud 33 and the adjusting sleeve 34, which can make the process of adjusting the height position of the ALC plate 21 by the height adjustment component 3 more stable.

[0055] Reference Figure 3 The adjusting screw sleeve 34 includes a hexagonal prism section 341 and a cylindrical section 342. The hexagonal prism section 341 is located above the cylindrical section 342. A rotating connecting sleeve 36 is fixedly installed on the upper surface of the first base plate 31. The adjusting screw sleeve 34 is rotatably connected to the rotating connecting sleeve 36 through the cylindrical section 342. A polytetrafluoroethylene (PTFE) ring 37 is provided between the cylindrical section 342 and the rotating connecting sleeve 36. The outer circumferential surface of the PTFE ring 37 abuts against the inner circumferential surface of the rotating connecting sleeve 36, and the inner circumferential surface of the PTFE ring 37 abuts against the cylindrical section 342. The PTFE ring 37 forms an interference fit with the cylindrical section 342 of the adjusting screw sleeve 34 and the inner circumferential surface of the rotating connecting sleeve 36, respectively.

[0056] Reference Figure 1The first base plate 31 has two oppositely arranged insertion holes 313 on its peripheral side. A connecting rod 4, which is a ribbed steel bar, is connected between every two adjacent first base plates 31 of the height adjustment assembly 3 through the insertion holes 313. The connecting rod 4 forms a mutual constraint between the first base plates 31 of two adjacent height adjustment assemblies 3, making it difficult for the first base plate 31 to rotate around the adjusting screw sleeve 34.

[0057] Reference Figure 4 The first base plate 31 is fixedly connected to two first horizontal threaded sleeves 312. The two first horizontal threaded sleeves 312 are symmetrically arranged along the axis of the stud 33 and are coaxially arranged. The inner hole of the first horizontal threaded sleeve 312 serves as a first threaded hole 3121, which is filled and sealed with adhesive. Before being filled with adhesive, the first threaded hole 3121 is used to connect the screw rods 5. The two screw rods 5 extend beyond the gap between the ALC wall panel body 2 and the base layer. A wooden or plastic board can be inserted into the gap between the screw rods 5 and the base layer to support the screw rods 5 and increase the support range of the height adjustment assembly 3.

[0058] Reference Figure 4 The second base plate 32 is fixedly connected to two second horizontal threaded sleeves 322. The two second horizontal threaded sleeves 322 are symmetrically arranged along the axis of the stud 33 and are coaxially arranged. The inner hole of the second horizontal threaded sleeve 322 serves as a second threaded hole 3221, which is filled and sealed with adhesive. Before being filled with adhesive, the second threaded hole 3221 is used to connect bolts 6. When the caps of two bolts 6 corresponding to the same height adjustment component 3 simultaneously abut against the ALC plate 21, it can be used to limit the movement of the ALC plate 21.

[0059] In this embodiment of the application, when constructing the interior wall structure using ALC panels, the ALC panels 21 are supported by the height adjustment component 3. Compared to using wooden wedges to raise the ALC panels 21, this application raises the ALC panels 21 by using the height adjustment component 3. The height adjustment component 3 does not need to be removed before constructing the concrete joint filler layer 1, allowing the concrete joint filler layer 1 to be constructed in one go. This helps to ensure the integrity of the concrete joint filler layer 1. Furthermore, after the interior wall construction is completed, both the concrete material of the concrete joint filler layer 1 and the height adjustment component 3 can bear the weight of the ALC wall panel body 2, which helps to ensure the load-bearing capacity of the concrete joint filler layer 1.

[0060] The construction method for interior wall structures using ALC panels includes the following steps:

[0061] Step 1: Clean the base layer and mark two parallel wall positioning lines on the base surface;

[0062] Step 2: Install the height adjustment assembly 3. Place multiple height adjustment assemblies 3 sequentially along the extension direction of the wall positioning lines. The height adjustment assembly 3 is positioned between two wall positioning lines. The first base plate 31 of the height adjustment assembly 3 is pre-installed with two screws 5 through two first threaded holes 3121. The two screws 5 extend out of the range between the two wall positioning lines. The second base plate 32 of the height adjustment assembly 3 is pre-installed with two bolts 6 through two second threaded holes 3221. The bolt heads of the two bolts 6 are located within the range between the two wall positioning lines.

[0063] Step 3: Install ALC board 21. Pre-install pipe clamps on the upper and lower parts of ALC board 21. The pipe clamps are ALC board pipe clamps. Use the height adjustment component 3 to support ALC board 21.

[0064] Step 4: Use the height adjustment component 3 to adjust the height of the bottom surface of the ALC board 21, and use a ruler and level to measure and adjust the verticality and flatness of the ALC board 21.

[0065] Step 5: Fix the pipe clamps on the upper part of ALC board 21 to the top beam, and fix the pipe clamps on the lower part of ALC board 21 to the base layer to fix ALC board 21.

[0066] After the first ALC plate 21 is fixed, the remaining ALC plates 21 are spliced ​​sequentially along the positioning line extension direction. Starting from the second ALC plate 21, before fixing the next ALC plate 21, a long strip-shaped locating plate 8 is set on both sides of the previously installed ALC plate 21. The locating plate 8 is supported by the bolts 6 of the height adjustment assembly 3. The lower edge of the locating plate 8 has multiple notches 81 for avoiding the bolts 6. The locating plate 8 extends to the next ALC plate 21. By tightening the bolts 6, the two locating plates 8 clamp the two adjacent ALC plates 21 at the same time so that the two adjacent ALC plates 21 are aligned in the thickness direction. Then, the next ALC plate 21 is fixed. After that, the two locating plates 8 are removed.

[0067] Step 6: After each ALC panel 21 is installed, the gaps between adjacent ALC panels 21 are filled with adhesive. The gaps at the connection between the ALC wall panel body 2 and other walls, beams and columns are filled with adhesive. After the concrete filler layer 1 has solidified, the screw rods 5 and bolts 6 are removed, and adhesive is filled into the holes originally occupied by the screw rods 5 and bolts 6.

[0068] In the construction method of the interior wall structure using ALC panels in this application embodiment, when splicing ALC panels 21, the relative positions of the two ALC panels 21 installed in the front and rear along the thickness direction are leveled using two leveling plates 8, so that the relative positions of the two ALC panels 21 installed in the front and rear along the thickness direction are easier to align.

[0069] Furthermore, in the construction method of the interior wall structure, the bolts 6 used to connect the second seat plate 32 can be replaced with a combination of screw rods 5 and nuts. That is, two screw rods 5 are respectively set on both sides of the height adjustment component 3, and wedge-shaped wooden blocks can be placed between the upper and lower screw rods 5 on the same side to indirectly support the second seat plate 32, thereby making the support of the height adjustment component 3 for the ALC plate more reliable.

[0070] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.

Claims

1. An interior wall structure using ALC panels, characterized by: The system includes a concrete joint filler layer (1) and an ALC wall panel body (2) arranged sequentially from bottom to top. The ALC wall panel body (2) includes several ALC panels (21) spliced ​​together in the horizontal direction. The concrete joint filler layer (1) is embedded with multiple height adjustment components (3). Each ALC panel (21) corresponds to at least two height adjustment components (3). The height adjustment component (3) includes a first base plate (31), a second base plate (32), a stud (33), and an adjusting sleeve (34). The stud (33) is threadedly connected to the adjusting sleeve (34). The end of the adjusting sleeve (34) away from the stud (33) is rotatably connected to the first base plate (31). The end of the stud (33) away from the adjusting sleeve (34) is fixedly connected to the second base plate (32). The first base plate (31) and the second base plate (32) are parallel to the bottom surface of the ALC wall panel body (2). The first base plate (31) is provided with two opposite and coaxial first threaded holes (3121). The opening of the first threaded hole (3121) faces the horizontal direction. The first threaded hole (3121) is used to connect the screw (5).

2. The interior wall structure using ALC panels according to claim 1, characterized in that: The first base plate (31) is fixedly connected to two first horizontal threaded sleeves (312), the two first horizontal threaded sleeves (312) are coaxially arranged, and the inner hole of the first horizontal threaded sleeve (312) serves as the first threaded hole (3121).

3. The interior wall structure using ALC panels according to claim 1, characterized in that: The second base plate (32) is provided with two opposite and coaxial second threaded holes (3221), the openings of the second threaded holes (3221) face the horizontal direction, and the second threaded holes (3221) are used to connect bolts (6).

4. The interior wall structure using ALC panels according to claim 1, characterized in that: A rotating connecting sleeve (36) is fixedly provided on the upper surface of the first base plate (31), and the lower end of the adjusting screw sleeve (34) is inserted into the rotating connecting sleeve (36).

5. The interior wall structure using ALC panels according to claim 4, characterized in that: The adjusting screw sleeve (34) includes a hexagonal cylindrical section (341) and a cylindrical section (342), and the adjusting screw sleeve (34) is rotatably connected to the rotating connecting sleeve (36) through the cylindrical section (342).

6. The interior wall structure using ALC panels according to claim 5, characterized in that: A polytetrafluoroethylene ring (37) is provided between the cylindrical section (342) and the rotary connecting sleeve (36), and the polytetrafluoroethylene ring (37) fills the fitting gap between the cylindrical section (342) and the rotary connecting sleeve (36).

7. The interior wall structure using ALC panels according to claim 1, characterized in that: The first seat plate (31) has two oppositely arranged insertion holes (313) on its peripheral side. The first seat plates (31) of each two adjacent height adjustment components (3) are connected by a connecting rod (4) through the insertion holes (313).

8. The interior wall structure using ALC panels according to claim 7, characterized in that: The upper surface of the first seat plate (31) and the lower surface of the second seat plate (32) are provided with concave and convex textures, and the connecting rod (4) is a ribbed steel bar.

9. The construction method of the interior wall structure using ALC panels as described in any one of claims 1-8, characterized in that: Includes the following steps, Step 1: Clean the base layer and mark two parallel wall positioning lines on the base surface; Step 2: Place the height adjustment components (3). Place multiple height adjustment components (3) sequentially along the extension direction of the wall positioning lines. The height adjustment components (3) are set between two wall positioning lines. The first base plate (31) of the height adjustment components (3) is pre-installed with two screws (5) through two first threaded holes (3121). The two screws (5) extend out of the range between the two wall positioning lines. The second base plate (32) of the height adjustment components (3) is pre-installed with two bolts (6) through two second threaded holes (3221). The bolt caps of the two bolts (6) are located in the range between the two wall positioning lines. Step 3: Install ALC board (21), pre-install pipe clamps on the upper and lower parts of ALC board (21), and support ALC board (21) using the height adjustment assembly (3). Step 4: Use the height adjustment component (3) to adjust the height of the bottom surface of the ALC board (21), and use a ruler and a level to measure and adjust the verticality and flatness of the ALC board (21); Step 5: Fix the pipe clamps on the upper part of the ALC board (21) to the top beam, and fix the pipe clamps on the lower part of the ALC board (21) to the base layer to fix the ALC board (21); After the first ALC plate (21) is fixed, the remaining ALC plates (21) are spliced ​​sequentially along the extension direction of the positioning line. Starting from the second ALC plate (21), before fixing the next ALC plate (21), a long strip-shaped locating plate (8) is set on both sides of the previous fixed ALC plate (21). The locating plate (8) is mounted on the bolt (6) of the height adjustment component (3). The lower edge of the locating plate (8) is provided with multiple notches (81) to avoid the bolt (6). The locating plate (8) extends to the next ALC plate (21). By tightening the bolt (6), the two locating plates (8) clamp the two adjacent ALC plates (21) at the same time so that the two adjacent ALC plates (21) are aligned in the thickness direction. Then the next ALC plate (21) is fixed. After that, the two locating plates (8) are removed. Step 6: After each ALC plate (21) is installed, apply the concrete joint filler layer (1). After the concrete joint filler layer (1) has solidified, remove the screws (5) and bolts (6).

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