Fabricated light inner wall partition plate and installation method

Abstract

The application discloses an assembled light inner wall partition plate and a mounting method, and belongs to the technical field of assembled inner walls; the assembled light inner wall partition plate comprises an assembled framework, top pressure control elements are respectively arranged on the upper and lower sides of the assembled framework, the top pressure control elements are used for detecting mounting positions, anchor hole limiting elements are respectively arranged on the upper and lower sides of the assembled framework, the anchor hole limiting elements are used for preventing mistaken anchoring, and deformation testing elements are respectively arranged on the upper and lower sides of the assembled framework, the deformation testing elements are used for preventing deformation installation of the assembled framework, so as to solve the problem that the current light inner wall partition plate is inconvenient for automatic detection of installation gaps and prevention of mistaken anchoring; the anchor hole limiting elements are matched with the top pressure control elements, the mounting positions can be limited and detected during actual installation of the structure, and it can be ensured that anchoring work can be normally performed only when the mounting positions meet the standards.

Description

Technical Field

[0001] This invention relates to a lightweight interior wall partition, and more specifically to the field of prefabricated interior wall technology, specifically to a prefabricated lightweight interior wall partition and its installation method. Background Technology

[0002] FPB lightweight interior wall panels are a type of building partition material. They possess excellent waterproof and moisture-proof properties, resisting mold and deformation even in humid environments. The EPS polystyrene particles inside the FPB lightweight interior wall panels provide good sound insulation and absorption. To ensure sound insulation, strict requirements are placed on the installation gaps of lightweight interior wall panels. However, current lightweight interior wall panels lack automatic gap detection for preventing accidental anchoring. Workers, prioritizing efficiency, may directly anchor the panels, affecting installation accuracy and increasing the risk of hidden cracks later. Furthermore, the joints of traditional wall panels exhibit stress concentration, easily causing mortar cracks, and are not conducive to stress dispersion. Additionally, deformation during transportation and hoisting is not easily detected or prevented from being directly anchored. Direct anchoring by workers can affect the strength of the wall panels, and deformation can impact flatness.

[0003] Therefore, we propose a prefabricated lightweight interior wall partition and its installation method. Summary of the Invention

[0004] The purpose of this invention is to provide a prefabricated lightweight interior wall partition and its installation method, so as to solve the problem mentioned in the background art that current lightweight interior wall partitions are not convenient for automatic detection of installation gaps to prevent accidental anchoring.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a prefabricated lightweight interior wall panel, comprising an assembly frame, wherein top pressure control components are respectively installed on the upper and lower sides of the assembly frame, the top pressure control components being used to detect the installation position; anchor hole limiting components are respectively installed on the upper and lower sides of the assembly frame, the anchor hole limiting components being used to prevent mis-anchoring; deformation test components are respectively installed on the upper and lower sides of the assembly frame, the deformation test components being used to prevent deformation installation of the assembly frame; hidden crack protection components are respectively pasted on both sides of the assembly frame, the hidden crack protection components being used to prevent stress concentration at the splicing points; the assembly frame includes: an assembly frame, electrical fixing pieces, and contact electrical contact pieces, wherein one side of the assembly frame has a protruding structure, and the other side of the assembly frame has a groove structure; a row of electrical fixing pieces is fixedly embedded on one side of the groove on the assembly frame; a row of contact electrical contact pieces is fixedly embedded on one side of the protruding side of the assembly frame; one row of electrical fixing pieces and one row of contact electrical contact pieces are aligned.

[0006] Preferably, the assembly frame further includes: anchor holes, infill wall panels, steel reinforcement frames, and baffles; anchor holes are respectively provided on the upper and lower sides of the assembly frame; infill wall panels are fixedly sleeved on the inner side of the assembly frame; steel reinforcement frames are fixedly installed on the inner side of the assembly frame, and the steel reinforcement frames and infill wall panels are cast in shape; baffles are respectively fixedly installed on the upper and lower sides of the assembly frame.

[0007] Preferably, the assembly frame further includes: a connecting bevel, wherein the four corners of the infill wall panel are respectively provided with connecting bevels; the connecting bevel is used to increase the mortar thickness at the joint.

[0008] Preferably, the top pressure control component includes: a top pressure column and a connecting tension spring, wherein the bottom of the top pressure column is chamfered; the top pressure column is slidably mounted on the assembly frame; the bottom of the top pressure column is chamfered; a connecting tension spring is sleeved on the top pressure column; one end of the connecting tension spring is connected to the inside of the assembly frame, and the other end of the connecting tension spring is connected to the top pressure column.

[0009] Preferably, the anchor hole limiting component includes: an inclined slider and an insert plate, wherein the inclined slider is slidably mounted on the assembly frame; the inclined slider has an inclined structure; the bottom of the top pressure column is attached to the inclined side of the inclined slider; an insert plate is fixedly mounted on the inclined slider and inserted into the assembly frame; the insert plate has a through hole, and the through hole on the insert plate corresponds to the anchor hole; the insert plate is used to limit the anchor position.

[0010] Preferably, a tension spring is fixedly installed at the bottom of the inclined slider, and the other end of the tension spring at the bottom of the inclined slider is connected to the baffle; the inclined slider is located inside the infill wall panel.

[0011] Preferably, the deformation test piece includes: a sliding limiting shell, a one-way limiting spring, a spacer, and a pull-back spring. Sliding limiting shells are fixedly installed on the upper and lower sides of the inner side of the assembly frame, respectively. One-way limiting springs are fixedly installed on each of the two sliding limiting shells, with the ends of the one-way limiting springs being obliquely installed. Spacers are slidably inserted into each of the two sliding limiting shells. The spacers have through holes corresponding to anchoring holes. The spacers have a row of slots and are elastic steel sheet structures. One-way limiting springs are inserted into the slots on the spacers. A pull-back spring is fixedly installed at the bottom of the sliding limiting shell, with the other end of the pull-back spring connected to the spacer. The pull-back spring has a V-shaped structure.

[0012] Preferably, the deformation test piece further includes: a tension steel wire rope, wherein the tension steel wire rope is fixedly installed between the two unidirectional limiting springs, and the tension steel wire rope passes through the steel reinforcement frame and the tension steel wire rope passes through the infill wall panel.

[0013] Preferably, the microcrack protection component includes: a fixed mesh and a dispersing mesh, wherein there are two fixed meshes, each used to be pasted onto the infill wall panel; a dispersing mesh is fixedly installed between the two fixed meshes, and the dispersing mesh is aligned with the connecting bevel at the joint.

[0014] An installation method for prefabricated lightweight interior wall partitions:

[0015] 1) During assembly, the protruding structure on the assembly frame and the grooved structure on the adjacent assembly frame are inserted and assembled. Then, the rivets are driven into the roof and the ground through the upper and lower anchoring holes to anchor the rivets.

[0016] 2) Use a multimeter to connect the fixing contact and the contact contact to perform a continuity test. If there is a gap, a continuity cannot be formed.

[0017] Compared with the prior art, the beneficial effects of the present invention are:

[0018] This invention employs a grounding fixing plate and abutting grounding plate to assist workers in performing alignment checks during the assembly and splicing of this structure. This improves the accuracy of gap inspection and simplifies operation, avoiding the inaccuracies of visual inspection and preventing excessive wear on the wall panels when using instruments such as feeler gauges. The use of a hidden crack protection component, combined with the connecting bevel, creates a recess at the joint, increasing the mortar thickness at the joint. Simultaneously, it is fixed to the infill wall panel with adhesive at the fixing mesh, while the dispersion mesh is not connected to the infill wall panel. In this case, the width of the dispersion mesh can distribute stress, reducing the risk of cracking and extending the service life of this structure.

[0019] By using anchor hole limiting components in conjunction with top pressure control components, the installation position of this structure can be limited and detected during actual installation. This avoids situations where workers may install the structure on uneven ground or where the gap between the top of the frame and the roof is too large, affecting subsequent sound insulation, waterproofing, and installation stability. This structure ensures that anchoring work can only be carried out when the installation position meets the standards; otherwise, the rivets cannot be inserted properly. This structure is simple to operate, can be directly controlled, and can prevent workers from performing anchoring work in violation of regulations.

[0020] Using deformation test pieces allows staff to promptly understand whether the assembly frame has bent due to factors such as transportation and hoisting. This can improve installation standards and ensure that anchoring work can only be carried out when the wall is not bent. It also allows staff to be informed in a timely manner. Bending and deformed wall panels may not be able to fit tightly to the ground or ceiling during installation, making the installation process complicated and time-consuming. Bending and deformation will also damage the flatness of the wall panels and affect the overall aesthetics of the building. Attached Figure Description

[0021] Figure 1This is a schematic diagram of the overall structure of a prefabricated lightweight interior wall partition according to the present invention;

[0022] Figure 2 This is a cross-sectional view of the internal structure of a prefabricated lightweight interior wall partition according to the present invention.

[0023] Figure 3 This is a schematic diagram of the assembly skeleton structure of the present invention;

[0024] Figure 4 This is a schematic diagram showing the position of the electrical connection fixing piece of the present invention;

[0025] Figure 5 This is a schematic diagram showing the location of the steel reinforcement frame in this invention;

[0026] Figure 6 For the present invention Figure 2 Enlarged view of the structure of region C in the middle;

[0027] Figure 7 This is a schematic diagram showing the position of the pulling steel wire rope in this invention;

[0028] Figure 8 For the present invention Figure 7 Enlarged view of the structure of region D in the middle;

[0029] Figure 9 For the present invention Figure 3 Enlarged view of the structure of region E in the middle;

[0030] Figure 10 For the present invention Figure 9 Enlarged view of the structure of the F region.

[0031] In the diagram: 1. Assembly frame; 101. Assembly frame; 1011. Electrical connection fixing piece; 1012. Contact electrical connection piece; 1013. Anchor hole; 102. Infill wall panel; 1021. Connecting inclined surface; 103. Rebar frame; 104. Baffle; 2. Top pressure control component; 201. Top pressure column; 202. Connecting tension spring; 3. Anchor hole limiting component; 301. Inclined slider; 302. Insert plate; 4. Deformation test component; 401. Sliding limiting shell; 402. One-way limiting spring; 403. Partition; 404. Pull-back spring; 405. Pull steel wire rope; 5. Hidden crack protection component; 501. Fixing net; 502. Dispersing net. Detailed Implementation

[0032] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0033] Example 1: Please refer to Figures 1 to 10 As shown:

[0034] The present invention provides a technical solution for a lightweight interior wall partition: a prefabricated lightweight interior wall partition, comprising an assembly frame 1, with top pressure control components 2 installed on the upper and lower sides of the assembly frame 1, the top pressure control components 2 being used to detect the installation position; anchor hole limiting components 3 are installed on the upper and lower sides of the assembly frame 1, the anchor hole limiting components 3 being used to prevent mis-anchoring; deformation test components 4 are installed on the upper and lower sides of the assembly frame 1, the deformation test components 4 being used to prevent deformation installation of the assembly frame 1; and hidden crack protection components 5 are attached to both sides of the assembly frame 1. The hidden crack protection component 5 is used to prevent stress concentration at the splice; the assembly frame component 1 includes: an assembly frame 101, a power-connecting fixing piece 1011 and abutting power-connecting pieces 1012. The assembly frame 101 has a protruding structure on one side and a groove structure on the other side; a row of power-connecting fixing pieces 1011 is fixedly embedded on one side of the groove on the assembly frame 101; a row of abutting power-connecting pieces 1012 is fixedly embedded on one side of the protruding part of the assembly frame 101; the row of power-connecting fixing pieces 1011 and the row of abutting power-connecting pieces 1012 are aligned.

[0035] The assembly frame 1 further includes: anchor holes 1013, infill wall panels 102, steel reinforcement frames 103, and baffles 104. Anchor holes 1013 are respectively provided on the upper and lower sides of the assembly frame 101; infill wall panels 102 are fixedly sleeved on the inner side of the assembly frame 101; steel reinforcement frames 103 are fixedly installed on the inner side of the assembly frame 101, and the steel reinforcement frames 103 and infill wall panels 102 are cast in place; baffles 104 are respectively fixedly installed on the upper and lower sides of the assembly frame 101; the assembly frame 1 also includes: connecting inclined surfaces 1021. The infill wall panel 102 has connecting bevels 1021 at each of its four corners; the connecting bevels 1021 are used to increase the mortar thickness at the joints; the hidden crack protection component 5 includes: a fixing mesh 501 and a dispersing mesh 502. Two fixing meshes 501 are provided, each used to be pasted onto the infill wall panel 102; a dispersing mesh 502 is fixedly installed between the two fixing meshes 501, and the dispersing mesh 502 is aligned with the connecting bevels 1021 at the joint. Electrically connected fixing pieces 1011 and contacting electrically connected pieces 1012 can be used in this structure. When used for assembly and splicing, this device assists workers in checking the alignment of the splices, improving the accuracy of gap inspection and simplifying operation. It avoids the inaccuracies of visual inspection and prevents excessive wear on the wall panels when using instruments such as feeler gauges. The hidden crack protection component 5, in conjunction with the connecting bevel 1021, creates a recess at the joint, increasing the mortar thickness at the joint. It also works with the fixing mesh 501 to fix the infill wall panel 102 with adhesive. The dispersing mesh 502 is not connected to the infill wall panel 102; in this case, the width of the dispersing mesh 502 can distribute stress, reducing the risk of cracking and extending the service life of the structure. After adjacent assembly frames 101 are assembled, the electrical fixing piece 1011 and the contacting electrical piece 1012 will be in contact; otherwise, a gap exists. A multimeter terminal can be used to connect the electrical fixing piece 1011 and the contacting electrical piece 1012 for a continuity test. Each row of electrical fixing pieces 1011 and the contacting electrical piece 1012 can be tested, allowing workers to address any issues promptly.

[0036] The top pressure control component 2 includes: a top pressure column 201 and a connecting spring 202. The bottom of the top pressure column 201 is chamfered. The top pressure column 201 is slidably mounted on the assembly frame 101. The bottom of the top pressure column 201 is chamfered. The connecting spring 202 is sleeved on the top pressure column 201. One end of the connecting spring 202 is connected to the inner side of the assembly frame 101, and the other end of the connecting spring 202 is connected to the top pressure column 201. The anchor hole limiting component 3 includes: a sloped slider 301 and an insert plate 302. The sloped slider 301 is slidably mounted on the assembly frame 101. The sloped slider 301 has a sloped structure. The bottom of the top pressure column 201 is attached to the inclined side of the inclined slider 301; an insert plate 302 is fixedly installed on the inclined slider 301 and is inserted into the assembly frame 101; the insert plate 302 has a through hole, and the through hole on the insert plate 302 corresponds to the anchoring hole 1013; the insert plate 302 is used to limit the anchoring position; a tension spring is fixedly installed at the bottom of the inclined slider 301, and the other end of the tension spring at the bottom of the inclined slider 301 is connected to the baffle 104; the inclined slider 301 is located inside the infill wall panel 102, and the anchoring hole limiting component 3 is used in conjunction with the top pressure control component 2 to control the structure. During actual installation, precise testing of the installation location prevents workers from using the wall panels on uneven ground or where the gap between the top of the assembly frame 101 and the roof is too large, which could affect subsequent sound insulation, waterproofing, and installation stability. This ensures that anchoring can only proceed when the installation location meets standards; otherwise, rivets cannot be properly inserted. The process is simple, directly controllable, and prevents workers from improperly performing anchoring operations. A flat ground is fundamental to wall panel installation; only with a flat ground can the wall panels be installed flat and firmly, avoiding problems such as tilting and deformation. Meeting the top gap standard can effectively isolate indoor and outdoor noise, improve the sound insulation effect of the building, and provide users with a quieter and more comfortable environment. If the ground is uneven or the gap between the top of the assembly frame 101 and the roof is too large, the top pressure column 201 will not be squeezed inward. When the top pressure column 201 moves to squeeze the inclined slider 301, the displacement of the insert plate 302 will not meet the standard. At this time, the through hole on the insert plate 302 will not be concentric with the anchor hole 1013, but will be misaligned. At this time, the workers will not be able to pass the rivet through the anchor hole 1013 for subsequent anchoring work.

[0037] In Example 2, based on Example 1, the deformation test piece 4 includes: a sliding limiting shell 401, a one-way limiting spring 402, a spacer 403, and a pull-back spring 404. Sliding limiting shells 401 are fixedly installed on the upper and lower sides of the inner side of the assembly frame 101, respectively. One-way limiting springs 402 are fixedly installed on each of the two sliding limiting shells 401, with the ends of the one-way limiting springs 402 being obliquely installed. Spacers 403 are slidably inserted into each of the two sliding limiting shells 401. The upper part has a through hole, and the through hole on the partition 403 corresponds to the anchoring hole 1013; the partition 403 has a row of slots, and the partition 403 is an elastic steel sheet structure; a one-way limiting spring 402 is inserted into the slot on the partition 403; a pull-back spring 404 is fixedly installed at the bottom of the sliding limiting shell 401, and the other end of the pull-back spring 404 is connected to the partition 403; the pull-back spring 404 has a V-shaped structure; the deformation test piece 4 also includes: a tension steel wire rope 405, and two one-way limiting springs 402. A tension steel wire rope 405 is fixedly installed between 02 and 103, and the tension steel wire rope 405 passes through the steel frame 103 and the infill wall panel 102. The use of deformation test piece 4 can help the staff to understand the bending deformation of the assembly frame 101 due to transportation and hoisting factors, which can improve the installation standard and ensure that the wall can be straight before the anchoring work can be carried out. The staff can be informed in time. The bent wall panel may not be able to fit tightly with the ground or ceiling during installation, which makes the installation process complicated and time-consuming. The bending deformation will damage the flatness of the wall panel and affect the overall aesthetics of the building. When the assembly frame 101 and the infill wall panel 102 are bent, the tension steel wire rope 405 will be pulled because the infill wall panel 102 has thickness. At least one side of the partition 403 will be pulled. At this time, the through hole on the partition 403 will be misaligned with the anchor hole 1013 and the rivet cannot pass through. This serves as a reminder to the staff.

[0038] An installation method for prefabricated lightweight interior wall partitions:

[0039] 1) During assembly, the protruding structure on the assembly frame 101, in conjunction with the grooved structure on the adjacent assembly frame 101, is inserted and assembled. Then, the rivets are driven into the roof and ground through the upper and lower anchoring holes 1013 respectively for anchoring.

[0040] 2) Use a multimeter terminal to connect the power-fixing piece 1011 and the contacting power-connecting piece 1012 to perform a continuity test. If there is a gap, a continuity cannot be formed.

[0041] The working principle of this embodiment is as follows: First, when multiple parts of this structure need to be assembled, the protruding structure on the assembly frame 101, in conjunction with the groove structure on the adjacent assembly frame 101, is inserted and assembled. After being placed on the ground, the rivets are passed through the anchoring holes 1013 for anchoring. At the same time, after the adjacent assembly frames 101 are assembled, the electrical fixing piece 1011 and the contact electrical fixing piece 1012 will be in contact. Otherwise, it indicates that there is a gap. A multimeter terminal can be used to connect the electrical fixing piece 1011 and the contact electrical fixing piece 1012 to perform a continuity test. Tests were conducted on a row of electrical fixing plates 1011 and abutting electrical plates 1012, allowing staff to address any issues promptly. When the assembly frame 101 was placed on the ground, the upper and lower top pressure columns 201 were compressed. If the ground was uneven or the gap between the top of the assembly frame 101 and the roof was too large, and the top pressure column 201 failed to be compressed inward, the top pressure column 201 would move and compress the inclined slider 301, causing the insertion plate 302 to displace insufficiently. In this case, the through hole on the insertion plate 302 would not be concentric with the anchor hole 1013. Instead, misalignment and eccentricity will occur. In this case, the workers will be unable to pass the rivets through the anchoring holes 1013 for subsequent anchoring work, and the workers will need to make relevant adjustments. In the event of bending of the assembly frame 101 and the infill wall panel 102 due to factors such as actual transportation, the tension wire rope 405 will be pulled because the infill wall panel 102 has thickness. At least one side of the partition 403 will be pulled, and the through hole on the partition 403 will be misaligned with the anchoring hole 1013. In this case, the workers will be unable to pass the rivets through the anchoring holes. 1013 is used for subsequent anchoring work. At the same time, the one-way limiting spring 402 can be in real time to fit the partition 403 for one-way limiting, thereby prompting the staff. When applying mortar, the hidden crack protection part 5 can be used to cooperate with the connecting slope 1021 to be recessed at the joint, increasing the mortar thickness at the joint. At the same time, the filling wall panel 102 is fixed and connected with glue at the fixing net 501. The dispersion net 502 is not connected to the filling wall panel 102. When the gap of the filling wall panel 102 increases and cracks occur, the width of the dispersion net 502 can disperse the stress.

[0042] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0043] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A prefabricated lightweight interior wall panel, comprising an assembly frame (1), wherein top pressure control components (2) are respectively installed on the upper and lower sides of the assembly frame (1), characterized in that: The top pressure control component (2) is used to detect the installation position; the assembly frame component (1) is equipped with anchor hole limiting components (3) on the upper and lower sides respectively; the anchor hole limiting components (3) are used to prevent accidental anchoring; Deformation test pieces (4) are installed on the upper and lower sides of the assembly frame (1); the deformation test pieces (4) are used to prevent the assembly frame (1) from deforming during installation. The assembly frame (1) has hidden crack protection components (5) pasted on both sides; the hidden crack protection components (5) are used to prevent stress concentration at the splice. The assembly frame (1) includes: an assembly frame (101), a power-connecting fixing piece (1011), and a contact power-connecting piece (1012). The assembly frame (101) has a protruding structure on one side and a groove structure on the other side. A row of power-connecting fixing pieces (1011) is fixedly embedded on one side of the groove on the assembly frame (101). A row of contact power-connecting pieces (1012) is fixedly embedded on one side of the protruding part of the assembly frame (101). A row of power-connecting fixing pieces (1011) and a row of contact power-connecting pieces (1012) are aligned.

2. The prefabricated lightweight interior wall partition according to claim 1, characterized in that: The assembly frame (1) further includes: anchor holes (1013), infill wall panels (102), steel reinforcement frames (103) and baffles (104). Anchor holes (1013) are respectively opened on the upper and lower sides of the assembly frame (101); infill wall panels (102) are fixedly sleeved on the inner side of the assembly frame (101); steel reinforcement frames (103) are fixedly installed on the inner side of the assembly frame (101), and steel reinforcement frames (103) and infill wall panels (102) are cast in shape; baffles (104) are respectively fixedly installed on the upper and lower sides of the assembly frame (101).

3. The prefabricated lightweight interior wall partition according to claim 2, characterized in that: The assembly frame component (1) further includes: a connecting slope (1021), and the four corners of the filling wall panel (102) are respectively provided with connecting slopes (1021); the connecting slopes (1021) are used to increase the mortar thickness at the joint.

4. The prefabricated lightweight interior wall partition according to claim 2, characterized in that: The top pressure control component (2) includes: a top pressure column (201) and a connecting spring (202). The bottom of the top pressure column (201) is chamfered. The top pressure column (201) is slidably mounted on the assembly frame (101). The bottom of the top pressure column (201) is chamfered. A connecting spring (202) is sleeved on the top pressure column (201). One end of the connecting spring (202) is connected to the inside of the assembly frame (101), and the other end of the connecting spring (202) is connected to the top pressure column (201).

5. A prefabricated lightweight interior wall partition according to claim 4, characterized in that: The anchor hole limiting component (3) includes: a sloping slider (301) and an insert plate (302). The sloping slider (301) is slidably mounted on the assembly frame (101). The sloping slider (301) has a sloping structure. The bottom of the top pressure column (201) is attached to the sloping side of the sloping slider (301). The insert plate (302) is fixedly mounted on the sloping slider (301) and is inserted into the assembly frame (101). The insert plate (302) has a through hole, and the through hole on the insert plate (302) corresponds to the anchor hole (1013). The insert plate (302) is used to limit the anchoring position.

6. A prefabricated lightweight interior wall partition according to claim 5, characterized in that: The bottom of the inclined slider (301) is fixedly installed with a tension spring, and the other end of the tension spring at the bottom of the inclined slider (301) is connected to the baffle (104); the inclined slider (301) is located inside the infill wall panel (102).

7. A prefabricated lightweight interior wall partition according to claim 2, characterized in that: The deformation test piece (4) includes: a sliding limiting shell (401), a one-way limiting spring (402), a spacer (403), and a pull-back spring (404). The sliding limiting shell (401) is fixedly installed on the upper and lower sides of the inner side of the assembly frame (101); a one-way limiting spring (402) is fixedly installed on each of the two sliding limiting shells (401), and the end of the one-way limiting spring (402) is installed at an angle; a spacer (403) is slidably inserted into each of the two sliding limiting shells (401). The partition (403) is provided with through holes, and the through holes on the partition (403) correspond to the anchoring holes (1013); the partition (403) is provided with a row of slots, and the partition (403) is an elastic steel sheet structure; a one-way limiting spring (402) is inserted into the slot on the partition (403); a pull-back spring (404) is fixedly installed at the bottom of the sliding limiting shell (401), and the other end of the pull-back spring (404) is connected to the partition (403); the pull-back spring (404) is a V-shaped structure.

8. A prefabricated lightweight interior wall partition according to claim 7, characterized in that: The deformation test piece (4) further includes: a tension wire rope (405), a tension wire rope (405) is fixedly installed between the two unidirectional limiting springs (402), and the tension wire rope (405) passes through the steel reinforcement frame (103) and passes through the infill wall panel (102).

9. A prefabricated lightweight interior wall partition according to claim 3, characterized in that: The hidden crack protection component (5) includes: a fixed mesh (501) and a dispersing mesh (502). There are two fixed meshes (501), which are respectively used to be pasted on the infill wall panel (102). A dispersing mesh (502) is fixedly installed between the two fixed meshes (501), and the dispersing mesh (502) is aligned with the connecting slope (1021) at the joint.

10. An installation method for a prefabricated lightweight interior wall partition, applied to the prefabricated lightweight interior wall partition as described in claim 1, characterized in that: The steps include: 1) During assembly, the protruding structure on the assembly frame (101) and the groove structure on the adjacent assembly frame (101) are inserted and assembled. Then, the rivets are driven into the roof and the ground through the upper and lower anchoring holes (1013) respectively for anchoring. 2) Use a multimeter to connect the power contact fixing piece (1011) and the contact power contact piece (1012) to perform a continuity test. If there is a gap, a continuity cannot be formed.

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