Prefabricated assembled wall and construction method thereof

Abstract

The present application relates to a prefabricated, assembled enclosure, belonging to the technical field of assembled walls. The enclosure comprises a wall and a load-bearing base. The load-bearing base is mounted on the ground, and two movable rods are slidably disposed within the load-bearing base. The two movable rods are disposed opposite each other, and calibration plates are disposed at opposite ends of the two movable rods. The load-bearing base includes an adjustment assembly for bringing the two movable rods closer together, and a lifting assembly for controlling the adjustment assembly. The bottom of the wall is inserted into the load-bearing base, and the two calibration plates clamp the wall. The present application improves the calibration accuracy of prefabricated enclosures.

Description

Technical Field

[0001] The present application relates to the technical field of prefabricated walls, and in particular to a prefabricated prefabricated enclosure wall and a construction method thereof. Background Art

[0002] Prefabricated walls are constructed using prefabricated wall components in a factory or production facility, which are then transported and installed. Compared to traditional on-site construction, prefabricated walls offer a higher degree of industrialization and construction efficiency.

[0003] Prefabricated walls are typically made of concrete or other materials and can be manufactured in a variety of sizes and designs to suit a variety of building needs. During the manufacturing process, the wall components are produced using pre-designed molds to ensure quality and precision. Once manufactured, the components are transported to the target site, where they are then connected and installed to form the complete wall.

[0004] Generally, after the prefabricated fence is transported to the construction site through hoisting, several workers are usually required to hold the prefabricated fence, while other workers use crowbars to pry the prefabricated fence for alignment.

[0005] Regarding the above-mentioned related technologies, the manual calibration method not only requires a lot of manpower, but the calibration of the crowbar will not only damage the prefabricated wall, but also the calibration accuracy is low, which can easily lead to wall deviation after the construction is completed. Summary of the Invention

[0006] In order to improve the calibration accuracy of prefabricated fences, the present application provides a prefabricated assembled fence and a construction method thereof.

[0007] The prefabricated and assembled enclosure wall provided in this application adopts the following technical solution:

[0008] A prefabricated assembled enclosure wall comprises a wall body and a load-bearing seat;

[0009] A load-bearing seat, the load-bearing seat being installed on the ground, two movable rods being slidably arranged in the load-bearing seat, the two movable rods being arranged opposite to each other, and calibration plates being arranged at opposite ends of the two movable rods, an adjustment component for bringing the two movable rods closer to each other being arranged in the load-bearing seat, and a lifting component for controlling the adjustment component being arranged in the load-bearing seat;

[0010] The bottom of the wall is inserted into the load-bearing seat, and the two calibration plates clamp the wall.

[0011] By adopting this technical solution, after inserting the wall into the load-bearing base, the jacking assembly is adjusted. The jacking assembly controls the adjustment assembly, which in turn drives the two moving rods toward each other, thereby bringing the two calibration plates closer together. The two calibration plates push the wall to precise positioning and then clamp it, improving the accuracy of wall positioning and reducing wall deviation. It also replaces the need for crowbar calibration, reducing damage to the wall and saving manpower. Furthermore, during the subsequent pouring and grouting process, the calibration plates always clamp the wall, reducing the possibility of grout squeezing the wall and causing wall deviation.

[0012] Optionally, the adjustment assembly includes a cross bar, which is slidably arranged at the bottom of the load-bearing seat, and the lifting assembly controls the lifting of the cross bar. Both ends of the cross bar are provided with sliding sleeves, and the sliding sleeves are rotatably connected to a first connecting rod. The first connecting rod is rotatably connected to the load-bearing seat, and the two moving rods are respectively located at one end of the cross bar, and the moving rods correspond one-to-one to the sliding sleeves. A second connecting rod is provided on the side of the sliding sleeve away from the first connecting rod, and the second connecting rod is rotatably connected to the moving rod corresponding to the sliding sleeve.

[0013] By adopting the above technical solution, the jacking assembly drives the cross bar to rise, and when the cross bar rises, the two sliders approach each other, and the two sliders drive the two second connecting rods to rotate in the direction of approaching each other, thereby achieving the two connecting rods approaching each other.

[0014] Optionally, the jacking assembly includes a jacking rod and a jacking plate, the top of the jacking rod is connected to the jacking plate, the jacking plate is located below the cross bar, and the cross bar is fixed to the jacking plate, a rack is provided on the side of the jacking rod facing the side wall of the load-bearing seat, and a plug-in groove is provided on the side of the rack corresponding to the load-bearing seat, a sliding groove is provided on the inner side wall of the plug-in groove, the plug-in groove is opposite to the rack, the adjusting rod is inserted in the plug-in groove, a rotating shaft is provided on the adjusting rod, and the rotating shaft is slidably set in the sliding groove, and a locking tooth is provided on the end of the adjusting rod extending into the plug-in groove, the locking tooth is engaged with the rack, and the load-bearing seat is provided with the limiting member for limiting the descent of the jacking rod.

[0015] By adopting the above technical solution, when lifting the cross bar, the adjusting rod is inserted into the plug-in slot and the engaging teeth are engaged with the rack, and then the adjusting rod is swung from top to bottom. Each time the adjusting rod is swung, the lifting rod will move upward for a certain distance, and then the adjusting rod is pulled upward to separate the engaging teeth from the rack. After the engaging teeth are separated from the rack, the limit piece limits the lifting rod from descending. By repeating the operation, the lifting rod is gradually raised.

[0016] When the lifting rod of one load-bearing seat is lifted, the adjusting rod is pulled out from the insertion slot and used to adjust the lifting rod of the next load-bearing seat.

[0017] Optionally, the limiting member includes a limiting rod, which is rotatably arranged in the load-bearing seat, and the limiting rod is an L-shaped rod. A limiting tooth is provided at one end of the limiting rod close to the rack, and the limiting tooth is engaged with the rack. A limiting spring is provided at one end of the limiting rod away from the rack.

[0018] By adopting the above technical solution, when the lifting rod rises, the limit rod will first rotate in the direction away from the lifting rod and reset under the action of the limit spring, causing the limit rod to swing repeatedly. At this time, the limit tooth will disengage from the tooth groove between two adjacent teeth in the rack and be engaged in another tooth groove. When the lifting rod stops rising, the limit spring limits the rotation of the limit rod, so that the limit tooth is engaged in the tooth groove of the rack and limits the lifting rod from descending.

[0019] Optionally, a limiting hole is provided on the load-bearing seat, the limiting hole is opposite to the limiting spring, a limiting block is provided in the load-bearing seat, the limiting block is located below the limiting rod and abuts against the limiting rod.

[0020] By adopting the above technical solution, when the jacking rod is lifted, a limit block is inserted into the bottom of one end of the limit rod connected to the limit spring, and then grouting is poured into the load-bearing seat through the limit hole to fill the inside of the load-bearing seat. The limit block reduces the situation where the grouting pressure on the end of the limit rod causes the limit rod to flip, and then causes the jacking rod to drop, thereby ensuring that the calibration plate always clamps the wall during the grouting process, reducing the situation where the wall is offset.

[0021] Optionally, the two calibration plates are arranged opposite to each other, and the width of the two calibration plates is greater than the length of the cross bar.

[0022] By adopting the above technical solution, the contact area between the calibration plate and the wall is increased, making it easier to push the wall for calibration.

[0023] Optionally, the length of the wall is the same as the length of the support seat, a plurality of connecting steel bars are provided on one side of the wall, and a plurality of connecting holes are opened on the other side of the wall, the connecting steel bars of the wall correspond to the connecting holes of the adjacent wall, and the connecting steel bars are inserted into the relative connecting holes, grouting holes are opened on the wall, the grouting holes are connected to one of the connecting holes, and the adjacent connecting holes are connected to each other.

[0024] By adopting the above technical solution, after one wall is installed in the corresponding bearing seat and calibrated, another wall is installed in the corresponding bearing seat and the adjacent wall is pushed to be spliced, so that the connecting steel bars are inserted into the corresponding connection holes;

[0025] After the space inside the load-bearing seat and between the load-bearing seat and the wall is filled with grout, grouting is poured into the grouting holes. The grouting material fills each connecting hole, thereby connecting the two walls to each other.

[0026] Optionally, a slurry outlet hole is opened on the top of the wall, and a plurality of grouting holes are opened on the wall. The grouting holes correspond one-to-one to the connecting steel bars, and the connecting steel bars are located in the corresponding grouting holes. The grouting holes correspond one-to-one to and are connected with the connecting holes, and the slurry outlet hole is connected with a plurality of the connecting holes.

[0027] By adopting the above technical solution, the grouting material flows from the connecting hole into the corresponding grouting hole. When the grouting hole and the connecting hole are filled with the grouting material, the grouting material flows out from the slurry outlet hole, thereby making it easy to confirm whether the grouting material is full.

[0028] Optionally, an anti-seepage strip is provided at the joint of two adjacent walls, and the anti-seepage strip seals the joint seam between the adjacent walls.

[0029] By adopting the above technical solution, the grouting material can be reduced from flowing out from the joints to pollute the wall surface.

[0030] The present application also provides a construction method for a prefabricated assembled fence using the following technical solution: comprising the following steps: S1, installation of the load-bearing seat; S2, insertion of the first wall into the load-bearing seat; S3, calibration of the first wall; S4, insertion of adjacent walls into corresponding load-bearing seats; S5, splicing of adjacent walls; S6, calibration of adjacent walls; S7, grouting of the load-bearing seat; S8, grouting of the wall.

[0031] In summary, this application includes at least one of the following beneficial technical effects:

[0032] 1. After inserting the wall into the load-bearing seat, insert the adjusting rod into the load-bearing seat and swing it up and down, so that the lifting rod controls the cross bar to rise. The cross bar drives the two calibration blocks to push the wall for precise positioning, which improves the accuracy of wall positioning and reduces the deviation of the wall;

[0033] 2. The positioning of the calibration plate replaces the calibration with a crowbar, reducing damage to the wall and saving manpower;

[0034] 3. The limit block restricts the limit rod from flipping, thereby avoiding the jacking rod from falling, thereby ensuring that the calibration plate always clamps the wall during the grouting process, reducing the deviation of the wall during the grouting process, and improving the flatness of the wall after forming. BRIEF DESCRIPTION OF THE DRAWINGS

[0035] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present application.

[0036] Figure 2It is a structural diagram used to illustrate the connection between steel bars and connection holes in an embodiment of the present application.

[0037] Figure 3 It is a schematic structural diagram of a moving rod according to an embodiment of the present application.

[0038] Figure 4 yes Figure 3 Enlarged schematic diagram of part A.

[0039] Figure 5 It is a schematic structural diagram of a position limiting member according to an embodiment of the present application.

[0040] Explanation of the accompanying reference numerals: 1. Wall; 11. Connecting steel bars; 12. Grouting holes; 13. Slurry outlet holes; 14. Connecting holes; 15. Grouting holes; 16. Anti-seepage strips; 2. Load-bearing seats; 21. Connecting slots; 22. Sliding slots; 23. Limiting holes; 3. Moving rods; 31. Calibration plates; 4. Adjusting components; 41. Cross bars; 42. Sliding sleeves; 43. First connecting rods; 44. Second connecting rods; 5. Lifting components; 51. Lifting rods; 52. Lifting plates; 53. Racks; 54. Adjusting rods; 55. Rotating shafts; 56. Snap-fit teeth; 6. Limiting members; 61. Limiting rods; 62. Limiting teeth; 63. Limiting springs; 64. Limiting blocks. DETAILED DESCRIPTION

[0041] The following is combined with Figure 1-5 This application is described in further detail.

[0042] The embodiment of the present application discloses a prefabricated assembled fence.

[0043] like Figure 1 、 Figure 2 and Figure 3 The prefabricated and assembled enclosure includes a wall 1 and a load-bearing base 2. Several load-bearing bases 2 and wall 1 are provided, each corresponding to the wall 1. The load-bearing bases 2 are U-shaped, and adjacent load-bearing bases 2 are spliced together. Two movable rods 3 are slidably provided within the load-bearing base 2, one on each side of the load-bearing base 2. Calibration plates 31 are provided on opposite sides of the two movable rods 3. The two calibration plates 31 are arranged opposite each other and extend from the inner sidewall of the load-bearing base 2. An adjustment assembly 4 for bringing the two movable rods 3 closer together is provided within the load-bearing base 2, and a lifting assembly 5 for controlling the adjustment assembly 4 is provided within the load-bearing base 2.

[0044] The length of the wall 1 is the same as that of the load-bearing seat 2. A number of connecting steel bars 11 are equidistantly arranged at one end of the wall 1 along its height direction. A number of grouting holes 12 are opened in the wall 1. The grouting holes 12 correspond to the connecting steel bars 11 one by one. The connecting steel bars 11 extend from the end of the wall 1 through the grouting holes 12. The several grouting holes 12 are connected to each other. A slurry outlet hole 13 is opened at the top of the wall 1, and the slurry outlet hole 13 is connected to the grouting hole 12.

[0045] A plurality of connection holes 14 are provided at one end of the wall 1, facing away from the connecting steel bars 11. These holes 14 correspond one-to-one with the connecting steel bars 11 of adjacent walls 1. Adjacent walls 1 are spliced together, and the connecting steel bars 11 are inserted into the corresponding connection holes 14. The connection holes 14 are interconnected. Grouting holes 15 are provided at the top of the wall 1, and the grouting holes 15 are connected to the connection holes 14. Adjacent walls 1 are provided with an anti-seepage strip 16, which is the same length as the height of the wall 1 and seals the joint between adjacent walls 1.

[0046] During the installation process, first insert the end wall 1 into the load-bearing seat 2, and then manually control the jacking assembly 5. The jacking assembly 5 enables the adjustment assembly 4 to control the two moving rods 3 to approach each other, so that the two calibration plates 31 approach each other and push the wall 1 for calibration. When the calibration of the wall 1 is completed, continue to adjust the jacking assembly 5 so that the calibration plate 31 clamps the wall 1.

[0047] Then push the adjacent wall 1 into the corresponding load-bearing seat 2, and insert the connecting steel bar 11 of the wall 1 into the connecting hole 14 of the adjacent wall 1, and then start the corresponding jacking component 5 and adjustment component 4 of the load-bearing seat 2 to calibrate the wall 1, and then grout the space inside the load-bearing seat 2 and between the load-bearing seat 2 and the wall 1.

[0048] When the slurry between the bearing seat 2 and the wall 1 solidifies, grouting material is injected into the grouting holes 15. The grouting material fills all the connection holes 14 and the grouting holes 12 and then overflows from the slurry outlet holes 13, thereby completing the fixation between the adjacent walls 1.

[0049] The two calibration plates 31 push the wall 1 for precise positioning and then clamp the wall 1, which improves the accuracy of the positioning of the wall 1 and reduces the deviation of the wall 1. At the same time, it replaces the crowbar calibration, reduces damage to the wall 1 and saves manpower. In the later pouring and grouting process, since the calibration plates 31 always clamp the wall 1, the deviation of the wall 1 caused by the slurry squeezing the wall 1 is reduced.

[0050] like Figure 4The adjustment assembly 4 includes a crossbar 41, which is slidably mounted on the bottom of the load-bearing base 2. The two movable rods 3 are L-shaped rods, parallel to the crossbar 41. Sliding sleeves 42 are slidably mounted on each end of the crossbar 41. The sliding sleeves 42 are rotatably connected to a first connecting rod 43, with the end of the first connecting rod 43 facing away from the sliding sleeve 42 being rotatably connected to the load-bearing base 2. A second connecting rod 44 is rotatably connected to the side of the sliding sleeve 42 facing away from the first connecting rod 43. The second connecting rod 44 rotates in a one-to-one correspondence with the movable rod 3 and is rotatably connected to the corresponding movable rod 3. The width of the calibration plate 31 is greater than the width of the crossbar 41.

[0051] like Figure 1 、 Figure 4 and Figure 5 The jacking assembly 5 includes a jacking rod 51 and a jacking plate 52. The jacking rod 51 is slidably arranged in the load-bearing seat 2. The top of the jacking rod 51 is connected to the jacking plate 52. The jacking plate 52 is connected to the cross bar 41. The jacking plate 52 and the jacking rod 51 are both located below the cross bar 41. A rack 53 is provided on the side of the jacking rod 51 facing the side of the load-bearing seat 2. A plug-in slot 21 is provided on the load-bearing seat 2. A sliding slot 22 is provided on the inner side wall of the plug-in slot 21. The sliding slot 22 is a long strip slot with an arc. The insertion slot 21 faces the rack 53. An adjustment rod 54 is inserted into the insertion slot 21. A rotating shaft 55 is provided at the end of the adjustment rod 54. The rotating shaft 55 is located in the sliding slot 22. The end of the adjustment rod 54 inserted into the insertion slot 21 is disc-shaped. The end of the adjustment rod 54 inserted into the insertion slot 21 is provided with a locking tooth 56 along the contour of its end surface. The locking tooth 56 engages with the rack 53. A limiter 6 is provided in the load-bearing seat 2 to limit the descent of the lifting rod 51.

[0052] The limiting member 6 includes a limiting rod 61, which is an L-shaped rod and is rotatably disposed within the load-bearing seat 2. The limiting rod 61 is located below the adjustment rod 54. A limiting tooth 62 is provided at the end of the limiting rod 61 near the rack 53, and a limiting spring 63 is provided at the end of the limiting rod 61 away from the rack 53. The limiting spring 63 is located below the limiting rod 61 and connected to the load-bearing seat 2. The load-bearing seat 2 has a limiting hole 23 defined therein, the limiting hole 23 being located below the insertion slot 21, which is directly opposite the limiting spring 63. A limiting block 64 is provided at the bottom of the limiting block 64, which abuts against the limiting rod 61.

[0053] Insert the adjusting rod 54 into the insertion slot 21 and engage the engaging teeth 56 with the rack 53, then swing the adjusting rod 54 from top to bottom. Each time the adjusting rod 54 is swung, the lifting rod 51 will move upward for a distance, and then the adjusting rod 54 will be pulled upward to separate the engaging teeth 56 from the rack 53.

[0054] When the lifting rod 51 rises, the limit rod 61 will first rotate in the direction away from the lifting rod 51 and reset under the action of the limit spring 63, causing the limit rod 61 to swing repeatedly. At this time, the limit tooth 62 will disengage from the tooth groove between two adjacent teeth in the rack 53 and be engaged in another tooth groove. When the lifting rod 51 stops rising, the limit spring 63 limits the rotation of the limit rod 61, so that the limit tooth 62 is engaged in the tooth groove of the rack 53 and limits the lifting rod 51 from descending.

[0055] Therefore, when the engaging teeth 56 are separated from the rack 53, the limiting teeth 62 restrict the jacking rod 51 from descending. By repeating the operation, the jacking rod 51 is gradually raised, thereby driving the cross bar 41 to rise. When the cross bar 41 rises, the two sliding sleeves 42 approach each other, and the two sliding sleeves 42 drive the two second connecting rods 44 to rotate in the direction of approaching each other, thereby achieving the two moving rods 3 approaching each other.

[0056] When the lifting rod 51 is lifted, a limit block 64 is inserted into the bottom of one end of the limit rod 61 connected to the limit spring 63, and then grout is poured into the load-bearing seat 2 through the limit hole 23 to fill the inside of the load-bearing seat 2. The limit block 64 reduces the situation where the grouting pressure on the end of the limit rod 61 causes the limit rod 61 to flip, thereby causing the lifting rod 51 to fall, thereby ensuring that the calibration plate 31 always clamps the wall 1 during the grouting process, reducing the situation where the wall 1 is offset

[0057] Whenever the lifting rod 51 of one load-bearing seat 2 is lifted, the adjusting rod 54 is pulled out from the inserting slot 21 and used to adjust the lifting rod 51 of the next load-bearing seat 2 .

[0058] The implementation principle of the embodiment of the present application is as follows: after the wall 1 is inserted into the load-bearing seat 2, the adjustment rod 54 is inserted into the load-bearing seat 2 and swung up and down, so that the lifting rod 51 controls the cross bar 41 to rise, and the cross bar 41 drives the two calibration plates to push the wall 1 for precise positioning, thereby improving the accuracy of the positioning of the wall 1 and reducing the deviation of the wall 1. The positioning of the calibration plate 31 also replaces the crowbar calibration, reducing damage to the wall 1 and saving manpower. The limit block 64 limits the flipping of the limit rod 61, thereby preventing the lifting rod 51 from falling, thereby ensuring that the calibration plate 31 always clamps the wall 1 during the grouting process, reducing the deviation of the wall 1 during the grouting process, and improving the flatness of the wall after forming.

[0059] The present application also provides a construction method for a prefabricated assembled enclosure wall.

[0060] The construction method of the prefabricated assembled fence includes the following steps: S1, installation of the load-bearing seat 2; S2, insertion of the first wall 1 into the load-bearing seat 2; S3, calibration of the first wall 1; S4, insertion of the adjacent wall 1 into the corresponding load-bearing seat 2; S5, splicing of the adjacent walls 1; S6, calibration of the adjacent walls 1; S7, grouting of the load-bearing seat 2; S8, grouting of the wall 1.

[0061] The above are all preferred embodiments of the present application, and are not intended to limit the scope of protection of the present application. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the scope of protection of the present application.

Claims

1. A prefabricated and assembled enclosure wall, characterized by: It comprises a wall (1) and a load-bearing seat (2); A load-bearing seat (2), the load-bearing seat (2) being installed on the ground, two moving rods (3) being slidably arranged in the load-bearing seat (2), the two moving rods (3) being arranged opposite to each other, and calibration plates (31) being arranged at opposite ends of the two moving rods (3), an adjusting assembly (4) for bringing the two moving rods (3) closer to each other being arranged in the load-bearing seat (2), and a lifting assembly (5) for controlling the adjusting assembly (4) being arranged in the load-bearing seat (2); A wall (1), the bottom of the wall (1) is inserted into the load-bearing seat (2), and the two calibration plates (31) clamp the wall (1); The adjustment assembly (4) includes a cross bar (41), the cross bar (41) is slidingly arranged at the bottom of the bearing seat (2), the lifting assembly (5) controls the lifting of the cross bar (41), both ends of the cross bar (41) are provided with sliding sleeves (42), the sliding sleeves (42) are rotatably connected to a first connecting rod (43), the first connecting rod (43) is rotatably connected to the bearing seat (2), the two moving rods (3) are respectively located at one end of the cross bar (41), the moving rods (3) and the sliding sleeves (42) are one-to-one corresponding, the sliding sleeve (42) is provided with a second connecting rod (44) on the side away from the first connecting rod (43), and the second connecting rod (44) is rotatably connected to the moving rod (3) corresponding to the sliding sleeve (42); The lifting assembly (5) includes a lifting rod (51) and a lifting plate (52), the top of the lifting rod (51) is connected to the lifting plate (52), the lifting plate (52) is located below the cross bar (41), and the cross bar (41) is fixed to the lifting plate (52), a rack (53) is provided on the side of the lifting rod (51) facing the side wall of the bearing seat (2), a plug-in slot (21) is provided on the side of the rack (53) corresponding to the bearing seat (2), and a slot (21) is provided on the inner side wall of the plug-in slot (21). The sliding groove (22) is provided, the plug-in groove (21) is directly opposite to the rack (53), an adjusting rod (54) is inserted in the plug-in groove (21), a rotating shaft (55) is provided on the adjusting rod (54), the rotating shaft (55) is slidingly provided in the sliding groove (22), one end of the adjusting rod (54) extending into the plug-in groove (21) is provided with a latching tooth (56), the latching tooth (56) is engaged with the rack (53), and a limiting member (6) for limiting the descent of the lifting rod (51) is provided in the load-bearing seat (2).

2. The prefabricated enclosure wall according to claim 1, characterized in that: The limiting member (6) includes a limiting rod (61), the limiting rod (61) is rotatably arranged in the load-bearing seat (2), the limiting rod (61) is an L-shaped rod, a limiting tooth (62) is provided at one end of the limiting rod (61) close to the rack (53), the limiting tooth (62) is engaged with the rack (53), and a limiting spring (63) is provided at one end of the limiting rod (61) away from the rack (53).

3. The prefabricated enclosure wall according to claim 2, characterized in that: A limiting hole (23) is provided on the load-bearing seat (2), the limiting hole (23) being directly opposite to the limiting spring (63), and a limiting block (64) is provided in the load-bearing seat (2), the limiting block (64) being located below the limiting rod (61) and abutting against the limiting rod (61).

4. The prefabricated enclosure wall according to claim 1, characterized in that: The two calibration plates (31) are arranged opposite to each other, and the width of the two calibration plates (31) is greater than the length of the crossbar (41).

5. The prefabricated enclosure wall according to claim 1, characterized in that: The length of the wall (1) is the same as that of the load-bearing seat (2); a plurality of connecting steel bars (11) are provided on one side of the wall (1); a plurality of connecting holes (14) are provided on the other side of the wall (1); the connecting steel bars (11) of the wall (1) correspond to the connecting holes (14) of the adjacent wall (1), and the connecting steel bars (11) are inserted into the corresponding connecting holes (14); a grouting hole (15) is provided on the wall (1); the grouting hole (15) is communicated with one of the connecting holes (14), and adjacent connecting holes (14) are communicated with each other.

6. The prefabricated enclosure wall according to claim 5, characterized in that: A grouting hole (13) is provided at the top of the wall (1), and a plurality of grouting holes (12) are provided on the wall (1), wherein the grouting holes (12) correspond one-to-one to the connecting steel bars (11), and the connecting steel bars (11) are located in the corresponding grouting holes (12), and the grouting holes (12) correspond one-to-one to and are connected to the connecting holes (14), and the grouting holes (13) are connected to the plurality of connecting holes (14).

7. The prefabricated enclosure wall according to claim 5, characterized in that: An anti-seepage strip (16) is provided at the joint of two adjacent walls (1), and the anti-seepage strip (16) seals the joint seam between the adjacent walls (1).

8. A construction method for a prefabricated and assembled enclosure wall, applied to the prefabricated and assembled enclosure wall according to any one of claims 1 to 7, characterized in that: The following steps are involved: S1. Installing the load-bearing seat (2); S2. Inserting the first wall (1) into the load-bearing seat (2); S3. Calibrating the first wall (1); S4. Inserting the adjacent wall (1) into the corresponding load-bearing seat (2); S5. Splicing the adjacent walls (1); S6. Calibrating the adjacent walls (1); S7. Grouting the load-bearing seat (2); S8. Grouting the wall (1).

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