An all-assembled super-high partition wall unit and a quick installation process

Abstract

A kind of full assembly type superhigh partition wall unit and quick installation process, first prefabricated construction column bottom end and top end are respectively embedded with first connecting component and second connecting component, second prefabricated construction column bottom end and top end are respectively embedded with third connecting component and fourth connecting component, first prefabricated construction column is fixed on ground, prefabricated construction beam is fixed between the opposite sides of the top of adjacent first prefabricated construction column, the top of first prefabricated construction column is fixed with second prefabricated construction column, the top of second prefabricated construction column is fixed on structural beam, adjacent second prefabricated construction column, structural beam and prefabricated construction beam form first wall space, adjacent first prefabricated construction column, prefabricated construction beam and ground form second wall space, ALC partition wall plate is installed in first wall space and second wall space, and first wall space and second wall space are closed;The present application does not need wet operation on site, greatly improves construction efficiency, effectively shortens construction period.

Description

Technical Field

[0001] This invention relates to the field of prefabricated modular buildings, and in particular to a fully prefabricated ultra-high partition wall unit and its rapid installation process. Background Technology

[0002] With the rapid advancement of construction technology in my country, vigorously developing prefabricated steel structure buildings is an important vehicle for promoting the sustainable development of the construction industry. Prefabricated steel structure buildings utilize advanced technology to unify the structural form, dividing it into multiple prefabricated standard components. Factory prefabrication can significantly save resources and energy, reduce environmental pollution, improve labor productivity, and enhance quality and safety levels, thus possessing the advantages of sustainable development.

[0003] The connection technology of prefabricated assembled structures in industrialized building construction is the core and key to prefabricated structures. As a critical position in the entire prefabricated assembled concrete frame structure, the connection node plays a vital role in the entire structural system. In existing prefabricated steel structure buildings, beams, columns, and floor slabs generally bear most of the load, including horizontal and vertical loads. The walls are generally enclosure structures (exterior walls) or partition structures (interior walls), mainly serving the functions of thermal insulation, sound insulation, and separation. Because stress concentration is prone to occur at the horizontal and vertical joints between ultra-high and large-area walls, the structural frame between adjacent partition wall modules is generally cast-in-place. This increases on-site wet work, resulting in a low degree of on-site assembly and greatly reducing construction efficiency. Moreover, after construction, some prefabricated walls do not participate in the load-bearing, resulting in poor integrity and discontinuous deformation of the prefabricated assembled wall panel structure system. Summary of the Invention

[0004] This invention addresses the shortcomings of existing technologies by providing a fully prefabricated ultra-high partition wall unit and a rapid installation process that significantly reduces on-site wet work, improves construction efficiency, and effectively shortens the construction cycle.

[0005] To achieve the above objectives, this invention first proposes a fully prefabricated ultra-high partition wall unit, comprising a first prefabricated structural column, a second prefabricated structural column, a prefabricated structural beam, and an ALC partition wall panel. The first prefabricated structural column has a first connecting member embedded at its bottom and a second connecting member embedded at its top. The second prefabricated structural column has a third connecting member embedded at its bottom and a fourth connecting member embedded at its top. The first connecting member at the bottom of the first prefabricated structural column is fixed to the ground with bolts. A spacing is provided between adjacent first prefabricated structural columns. A prefabricated structural beam, arranged parallel to the structural beam, is provided between adjacent first prefabricated structural columns. Both ends of the prefabricated structural beam are respectively fixed to the side connecting plates of the second connecting members with bolts. The third connecting member at the bottom of the second precast structural column is fixed to the top surface of the second connecting member by bolts, and the fourth connecting member at the top of the second precast structural column is fixed to the structural beam by bolts. The adjacent second precast structural columns, structural beams and precast structural beams enclose the first wall space, and the adjacent first precast structural columns, precast structural beams and the ground enclose the second wall space. The sizes of the first wall space and the second wall space are matched, and the height of the first wall space and the second wall space are matched with the height of the ALC partition wall panel, and the width is an integer multiple of the width of the ALC partition wall panel. Multiple ALC partition wall panels are installed side by side in the first wall space and the second wall space to enclose the first wall space and the second wall space.

[0006] In this embodiment, the first connecting member includes a column base steel plate and a first I-beam arranged perpendicularly to each other. The bottom end of the first I-beam is fixed to the column base steel plate. The column base steel plate has first bolt holes on both sides of the first I-beam. Multiple first stirrups are symmetrically fixed between the opposite flanges of the first I-beam with the web as the plane of symmetry. The multiple first stirrups are arranged at equal intervals along the length of the web of the first I-beam. The first stirrups are arranged parallel to both the column base steel plate and the web of the first I-beam. Multiple first longitudinal reinforcing bars are also fixed to the column base steel plate and arranged parallel to the web of the first I-beam. The bottom of the first longitudinal reinforcing bars is welded to the column base steel plate, the middle part is welded to each first stirrup, and the top extends out of the first I-beam as a first connecting end. The first I-beam is embedded in the bottom of the first precast structural column, and the first connecting end of the first longitudinal reinforcing bar is tied to the reinforcing bar inside the first precast structural column.

[0007] In this embodiment, the second connecting member includes a top connector, a second H-beam, transverse reinforcing bars, limiting reinforcing bars, and second stirrups. The top connector, a square tube, is welded to the top of the second H-beam. The square tube is perpendicular to the second H-beam, and multiple second bolt holes are provided on its top surface. Multiple second stirrups are symmetrically fixed between the flanges of the second H-beam, with the web as the plane of symmetry. These second stirrups are evenly spaced along the length of the web of the second H-beam and are parallel to the web of the second H-beam. A second stirrup is provided on the web of the second H-beam at the location where the precast structural beam is installed. Two sets of reserved through holes are provided, arranged vertically along the height direction. The distance between the two sets of reserved through holes is not greater than the thickness of the precast structural beam. Each set of reserved through holes includes two horizontally arranged reserved through holes. A transverse reinforcing bar is provided in each reserved through hole. Limiting reinforcing bars are welded on the two transverse reinforcing bars corresponding to the reserved through holes in the same set. A side connecting plate is welded to the outer side of the flange of the second I-beam at the connection with the precast structural beam. The second I-beam is embedded in the top of the first precast structural column. The top connector extends from the top of the first precast structural column, and the side connecting plate extends from the side of the first precast structural column.

[0008] In this embodiment, the third connecting member includes an upper end plate, a lower end plate, and a cross-shaped steel member. The upper end plate and the lower end plate are arranged parallel to each other and are fixed to the top and bottom of the cross-shaped steel member, respectively. The lower end plate 703 has a third bolt hole that matches the position and number of the second bolt hole. A third longitudinal steel bar that is perpendicular to the upper end plate is welded to the top of the upper end plate. The upper end plate is placed at the bottom of the second precast structural column. The cross-shaped steel member and the lower end plate extend from the bottom of the second precast structural column. The third longitudinal steel bar is tied to the steel bar inside the second precast structural column.

[0009] In this embodiment, the fourth connecting member includes a fourth I-beam. A partition perpendicular to the web is welded to the middle of the web of the fourth I-beam, dividing the web of the fourth I-beam into a connecting area and a pre-embedded area. An elongated hole is opened in the connecting area of ​​the web of the fourth I-beam. The fourth connecting member is bolted to the pre-embedded connecting plate on the structural beam through the elongated hole. Multiple fourth stirrups are symmetrically fixed between the flanges of the fourth I-beam in the pre-embedded area, with the web as the plane of symmetry. The multiple fourth stirrups are evenly spaced along the length of the web of the fourth I-beam. The fourth stirrups are arranged parallel to both the partition and the web of the fourth I-beam. Multiple fourth longitudinal steel bars arranged parallel to the web of the fourth I-beam are also fixed on the partition. The top of the fourth longitudinal steel bars is welded to the partition, the middle is welded to each fourth stirrup, and the bottom extends out of the fourth I-beam as a second connecting end. The pre-embedded area of ​​the fourth I-beam is pre-embedded in the top of the second precast structural column, and the second connecting end of the fourth longitudinal steel bar is tied to the steel bar inside the second precast structural column.

[0010] In this embodiment, a fifth connecting member is embedded at both ends of the precast structural beam. The fifth connecting member has the same structure as the fourth connecting member. The precast structural beam is connected to the side connecting plate on the second connecting member by bolts through the fifth connecting member.

[0011] In this embodiment, the ACL partition wall is provided with gripping holes for the robotic arm of the wall panel installation robot.

[0012] This invention also includes a rapid installation process for a fully prefabricated ultra-high partition wall, used to manufacture and install the aforementioned fully prefabricated ultra-high partition wall unit, comprising the following steps:

[0013] a. Fabricate the first, second, third, fourth, and fifth connecting components according to the design requirements.

[0014] b. Fabricate the first precast structural column, the second precast structural column, and the precast structural beam in the prefabrication plant. Embed the first and second connecting components in the first precast structural column, the third and fourth connecting components in the second precast structural column, and the fifth connecting component in the precast structural beam. After prefabrication, transport them to the construction site.

[0015] c. Install the first precast structural column, the second precast structural column, and the precast structural beam to the designated positions according to the construction drawings to form multiple wall spaces.

[0016] d. Using a fully automatic wall panel installation robot, following the bottom-up sequence, the robot uses the pre-drilled holes in the ALC partition wall panel to install the ALC partition wall panels into the wall space one by one until all partition wall installations are completed.

[0017] The present invention has the following beneficial effects:

[0018] 1. It saves steel consumption and has high economic benefits;

[0019] 2. The site adopts a fully prefabricated connection, enabling rapid mechanized construction and greatly improving work efficiency;

[0020] 3. Precast beams, columns, and ALC wall panels can all be prefabricated in the factory and assembled for use. The products are of reliable quality, saving resources and reducing pollution.

[0021] 4. The prefabricated beams and columns are connected and fixed together by beam-column and column-column connecting components to form a partition wall module frame, which divides the ultra-high partition wall into multiple small module walls and avoids the danger of installing tall wall panels.

[0022] In summary, this invention divides high partition walls exceeding 10m in height into multiple ALC wall panels, avoiding the dangers of installing high partition walls. Furthermore, the shorter ALC wall panels can be installed using a wall panel installation robot, enabling rapid installation. Moreover, this invention transforms the structural framework between adjacent partition wall modules from traditional cast-in-place construction to a fully prefabricated system, significantly reducing on-site wet work, improving construction efficiency, and effectively shortening the construction cycle. The first prefabricated structural column, the second prefabricated structural column, and the prefabricated structural beam can all be prefabricated in the factory, greatly improving the convenience of processing and transportation. The first prefabricated structural column, the second prefabricated structural column, and the prefabricated structural beam are all connected by bolts on-site, eliminating the need for on-site wet work, further improving construction efficiency and effectively shortening the construction cycle. Attached Figure Description

[0023] Figure 1 This is a schematic diagram of the fully prefabricated ultra-high partition wall unit of the present invention;

[0024] Figure 2 This is a schematic diagram of the structure of the first connecting member of the present invention;

[0025] Figure 3 for Figure 2 Cross-sectional view at point AA;

[0026] Figure 4 This is a schematic diagram of the structure of the second connecting member of the present invention;

[0027] Figure 5 for Figure 4 Cross-sectional view at BB;

[0028] Figure 6 for Figure 4 Cross-sectional view at CC;

[0029] Figure 7 This is a schematic diagram of the structure of the third connecting member of the present invention;

[0030] Figure 8 for Figure 7 Cross-sectional view at DD;

[0031] Figure 9 for Figure 7 Sectional view at EE;

[0032] Figure 10 This is a schematic diagram of the structure of the fourth connecting member of the present invention;

[0033] Figure 11 for Figure 10 Cross-sectional view at FF;

[0034] Figure 12 This is a schematic diagram of the rapid installation of the fully prefabricated ultra-high partition wall unit of the present invention.

[0035] In the attached drawings: 1. First precast structural column; 2. Second precast structural column; 3. Precast structural beam; 4. ALC partition wall panel; 5. First connecting member; 501. Column base plate; 502. First bolt hole; 503. First I-beam; 504. First stirrup; 505. First longitudinal reinforcement; 6. Second connecting member; 601. Top connector; 602. Reserved through hole; 603. Second bolt hole; 604. Second I-beam; 6 05. Horizontal reinforcing bar; 606. Limiting reinforcing bar; 607. Second stirrup; 7. Third connecting member; 701. Upper end plate; 702. Cross-shaped steel member; 703. Lower end plate; 704. Third bolt hole; 705. Third longitudinal reinforcing bar; 8. Fourth connecting member; 801. Partition plate; 802. Oblong hole; 803. Fourth stirrup; 804. Fourth I-beam; 805. Fourth longitudinal reinforcing bar; 9. Side connecting plate. Detailed Implementation

[0036] 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 a part of the embodiments of the present invention, and not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the scope of protection of the present invention.

[0037] Furthermore, the technical solutions of the various embodiments of the present invention can be combined with each other, but only if they are feasible for those skilled in the art. If the combination of technical solutions is contradictory or cannot be implemented, it should be considered that such combination of technical solutions does not exist and is not within the scope of protection claimed by the present invention.

[0038] like Figure 1As shown, this invention includes a fully prefabricated ultra-high partition wall unit, which is installed between the ground and a structural beam. The fully prefabricated ultra-high partition wall unit includes a first prefabricated structural column 1, a second prefabricated structural column 2, a prefabricated structural beam 3, and an ALC partition wall panel 4. The height of the ALC partition wall panel 4 does not exceed 10m. A first connecting member 5 is pre-embedded at the bottom of the first prefabricated structural column 1, and a second connecting member 6 is pre-embedded at the top. A third connecting member 7 is pre-embedded at the bottom of the second prefabricated structural column 2, and a fourth connecting member is pre-embedded at the top. The first connecting member 5 at the bottom of the first prefabricated structural column 1 is fixed to the ground with bolts. A spacing is provided between adjacent first prefabricated structural columns 1. Prefabricated structural beams 3 are arranged parallel to the structural beams between adjacent first prefabricated structural columns 1. The two ends of the prefabricated structural beams 3 are respectively fixed to the ground with bolts. On the side connecting plate 9 of the second connecting member 6, adjacent second connecting members 6 are connected. The third connecting member 7 at the bottom of the second precast structural column 2 is fixed to the top surface of the second connecting member 6 by bolts. The fourth connecting member at the top of the second precast structural column 2 is fixed to the structural beam by bolts. The adjacent second precast structural columns 2, structural beams and precast structural beams 3 enclose the first wall space. The adjacent first precast structural columns 1, precast structural beams 3 and the ground enclose the second wall space. The size of the first wall space and the second wall space are matched. The height of the first wall space and the second wall space are matched with the height of the ALC partition wall 4 and the width is an integer multiple of the width of the ALC partition wall 4. Multiple ALC partition wall 4 are installed side by side in the first wall space and the second wall space to enclose the first wall space and the second wall space.

[0039] like Figure 2 , 3 As shown, the first connecting member 5 includes a column base steel plate 501 and a first I-beam 503 arranged perpendicularly to each other. The bottom end of the first I-beam 503 is welded to the column base steel plate 501. First bolt holes 502 are provided on the column base steel plate 501 and on both sides of the first I-beam 503. Multiple first stirrups 504 are symmetrically fixed between the opposite flanges of the first I-beam 503 with the web as the plane of symmetry. The multiple first stirrups 504 are evenly spaced along the length of the web of the first I-beam. The first stirrups 504 are respectively fixed to the column base steel plate 501 and the web of the first I-beam. The first stirrups 504 are arranged in parallel, and their two ends are welded to the flanges of the first I-beam 503. The column base plate 501 is also fixed with a number of first longitudinal steel bars 505 arranged in parallel with the first I-beam 503. The bottom of the first longitudinal steel bar 505 is welded to the column base plate 501, the middle part is welded to each of the first stirrups 504, and the top extends out of the first I-beam 503 as the first connecting end. The first I-beam 503 is embedded in the bottom of the first precast structural column 1, and the first connecting end of the first longitudinal steel bar 505 is tied to the steel bar inside the first precast structural column 1.

[0040] like Figure 4 , 5 As shown in Figure 6, the second connecting member 6 includes a top connector 601, a reserved through hole 602, a second bolt hole 603, a second I-beam 604, a transverse reinforcing bar 605, a limiting reinforcing bar 606, and a second stirrup 607. The top connector 601 is welded to the top of the second I-beam 604. The top connector 601 is a square tube, which is arranged perpendicularly to the second I-beam 604. Multiple second bolt holes 603 are provided on the top surface of the square tube. Multiple second stirrups 607 are symmetrically fixed between the flanges of the second I-beam 604 with the web as the plane of symmetry. The multiple second stirrups 607 are arranged at equal intervals along the length of the web of the second I-beam. The second stirrups 607 are arranged parallel to the web of the second I-beam. The two ends of the second stirrups 607 are welded to the flanges of the second I-beam 604 respectively. On the web plate 04, two sets of reserved through holes are provided at the installation position of the precast structural beam 3. The two sets of reserved through holes are arranged vertically along the height direction. The distance between the two sets of reserved through holes is not greater than the thickness of the precast structural beam 3. Each set of reserved through holes includes two horizontally arranged reserved through holes 602. A transverse insert 605 is provided in each reserved through hole 602. Limiting reinforcing bars 606 are welded on the two transverse inserts 605 corresponding to the reserved through holes 602 in the same set. The limiting reinforcing bars 606 limit the transverse inserts 605 in the reserved through holes 602. A side connecting plate 9 is welded to the outer side of the flange of the second I-beam 604. The second I-beam 604 is embedded in the top of the first precast structural column 1. The top connector 601 extends from the top of the first precast structural column 1, and the side connecting plate 9 extends from both sides of the first precast structural column 1.

[0041] like Figure 7 , 8 As shown in Figures 9 and 1, the third connecting member 7 includes an upper end plate 701, a lower end plate 703, and a cross-shaped steel member 702. The upper end plate 701 and the lower end plate 703 are arranged parallel to each other and are welded to the top and bottom of the cross-shaped steel member 702, respectively. The sides of the cross-shaped steel member 702 do not extend beyond the upper and lower end plates. The lower end plate 703 has a third bolt hole 704 pre-drilled on it, matching the position, number, and size of the second bolt hole 603. A third longitudinal steel bar 705 is welded to the top of the upper end plate 702. The upper end plate 702 is placed at the bottom of the second precast structural column 2. The cross-shaped steel member and the lower end plate extend from the bottom of the second precast structural column. The third longitudinal steel bar 705 is tied to the internal steel bar of the second precast structural column 2.

[0042] like Figure 10 , 11As shown, the fourth connecting member 8 includes a fourth I-beam 804. A partition 801 perpendicular to the web is welded to the middle of the web of the fourth I-beam 804. The partition 801 divides the web of the fourth I-beam into a connecting area and a pre-embedded area. An elongated hole 802 is formed in the connecting area of ​​the web of the fourth I-beam. The fourth connecting member 8 is bolted to a pre-embedded connecting plate on the structural beam through the elongated hole 802. Multiple fourth stirrups 803 are symmetrically fixed between the opposite flanges of the fourth I-beam in the pre-embedded area, with the web as the plane of symmetry. The multiple fourth stirrups 803 are evenly spaced along the length of the web of the fourth I-beam. The fourth stirrup 803 is arranged parallel to both the partition plate 801 and the web of the fourth I-beam. The two ends of the fourth stirrup 803 are welded to the flanges of the fourth I-beam. Multiple fourth longitudinal steel bars 805 are also fixed on the partition plate 801 and arranged parallel to the fourth I-beam. The top of the fourth longitudinal steel bar 805 is welded to the partition plate 801, the middle part is welded to each fourth stirrup 803, and the bottom extends out of the fourth I-beam 804 as the second connecting end. The pre-embedded area of ​​the fourth I-beam 804 is pre-embedded in the top of the second precast structural column 2, and the second connecting end of the fourth longitudinal steel bar 805 is tied to the steel bar inside the second precast structural column 2.

[0043] The precast structural beam 3 has a fifth connecting member embedded at both ends. The fifth connecting member has the same structure as the fourth connecting member 8. The precast structural beam 3 is connected to the side connecting plate 9 on the second connecting member 6 by bolts through the fifth connecting member.

[0044] Each ACL partition panel has a pre-drilled hole for a robotic arm to grip, allowing the wall panel installation robot to perform the installation.

[0045] like Figure 12 As shown, the present invention also includes a rapid installation process for a fully prefabricated ultra-high partition wall:

[0046] a. Fabricate the first, second, third, fourth, and fifth connecting components according to the design requirements.

[0047] b. Fabricate the first precast structural column, the second precast structural column, and the precast structural beam in the prefabrication plant. Embed the first and second connecting components in the first precast structural column, the third and fourth connecting components in the second precast structural column, and the fifth connecting component in the precast structural beam. After prefabrication, transport them to the construction site.

[0048] c. Install the first precast structural column, the second precast structural column, and the precast structural beam to the designated positions according to the construction drawings to form multiple wall spaces.

[0049] d. Using a fully automatic wall panel installation robot, following the bottom-up sequence, the robot uses the pre-drilled holes in the ALC partition wall panel to install the ALC partition wall panels into the wall space one by one until all partition wall installations are completed.

[0050] The above are merely preferred embodiments of the present invention and do not limit the patent scope of the present invention. Any equivalent structural transformations made under the concept of the present invention using the description and drawings of the present invention, or direct / indirect applications in other related technical fields, are included within the patent protection scope of the present invention.

Claims

1. A fully prefabricated ultra-high partition wall unit, characterized in that: The system includes a first precast structural column, a second precast structural column, a precast structural beam, and an ALC partition wall panel. The first precast structural column has a first connecting member embedded at its bottom and a second connecting member embedded at its top. The second precast structural column has a third connecting member embedded at its bottom and a fourth connecting member embedded at its top. The first connecting member at the bottom of the first precast structural column is fixed to the ground with bolts. There is a spacing between adjacent first precast structural columns. A precast structural beam, parallel to the structural beam, is installed between adjacent first precast structural columns. Both ends of the precast structural beam are fixed to the side connecting plates of the second connecting members with bolts, connecting adjacent second connecting members. The third connecting member at the bottom of the second precast structural column... The connecting component is fixed to the top surface of the second connecting component by bolts. The fourth connecting component at the top of the second precast structural column is fixed to the structural beam by bolts. The adjacent second precast structural column, structural beam and precast structural beam enclose the first wall space. The adjacent first precast structural column, precast structural beam and ground enclose the second wall space. The size of the first wall space and the second wall space are matched. The height of the first wall space and the second wall space are matched with the height of the ALC partition wall panel. The width is an integer multiple of the width of the ALC partition wall panel. Multiple ALC partition wall panels are installed side by side in the first wall space and the second wall space to enclose the first wall space and the second wall space. The first connecting member includes a column base steel plate and a first I-beam arranged perpendicularly to each other. The bottom end of the first I-beam is fixed to the column base steel plate. The column base steel plate is provided with first bolt holes on both sides of the first I-beam. Multiple first stirrups are symmetrically fixed between the opposite flanges of the first I-beam with the web as the plane of symmetry. The multiple first stirrups are arranged at equal intervals along the length of the web of the first I-beam. The first stirrups are arranged parallel to both the column base steel plate and the web of the first I-beam. Multiple first longitudinal steel bars are also fixed to the column base steel plate and arranged parallel to the web of the first I-beam. The bottom of the first longitudinal steel bar is welded to the column base steel plate, the middle part is welded to each first stirrup, and the top extends out of the first I-beam as a first connecting end. The first I-beam is embedded in the bottom of the first precast structural column, and the first connecting end of the first longitudinal steel bar is tied to the steel bar inside the first precast structural column. The second connecting component includes a top connector, a second H-beam, transverse reinforcing bars, limiting reinforcing bars, and second stirrups. The top connector, a square tube, is welded to the top of the second H-beam. The square tube is perpendicular to the second H-beam, and its top surface has multiple second bolt holes. Multiple second stirrups are symmetrically fixed between the flanges of the second H-beam, with the web as the plane of symmetry. These second stirrups are evenly spaced along the length of the web of the second H-beam and are parallel to the web. Two sets of stirrups are provided on the web of the second H-beam at the location where the precast structural beam is installed. Two sets of reserved through holes are arranged vertically along the height direction, with the distance between the two sets of reserved through holes not greater than the thickness of the precast structural beam. Each set of reserved through holes includes two horizontally arranged reserved through holes. A transverse reinforcing bar is installed in each reserved through hole. Limiting reinforcing bars are welded on the two transverse reinforcing bars corresponding to the reserved through holes in the same set. A side connecting plate is welded to the outer side of the flange of the second I-beam at the connection with the precast structural beam. The second I-beam is embedded in the top of the first precast structural column. The top connector extends from the top of the first precast structural column, and the side connecting plate extends from the side of the first precast structural column.

2. The fully prefabricated ultra-high partition wall unit according to claim 1, characterized in that: The third connecting component includes an upper end plate, a lower end plate, and a cross-shaped steel component. The upper and lower end plates are arranged parallel to each other and are fixed to the top and bottom of the cross-shaped steel component, respectively. The lower end plate has a third bolt hole that matches the position and number of the second bolt holes. A third longitudinal steel bar, arranged perpendicular to the upper end plate, is welded to the top of the upper end plate. The upper end plate is placed at the bottom of the second precast structural column. The cross-shaped steel component and the lower end plate extend from the bottom of the second precast structural column. The third longitudinal steel bar is tied to the steel bar inside the second precast structural column.

3. The fully prefabricated ultra-high partition wall unit according to claim 2, characterized in that: The fourth connecting member includes a fourth I-beam. A partition perpendicular to the web is welded to the middle of the web of the fourth I-beam, dividing the web of the fourth I-beam into a connecting area and a pre-embedded area. An elongated hole is opened in the connecting area of ​​the web of the fourth I-beam. The fourth connecting member is bolted to the connecting plate pre-embedded on the structural beam through the elongated hole. Multiple fourth stirrups are symmetrically fixed between the flanges of the fourth I-beam in the pre-embedded area, with the web as the plane of symmetry. The multiple fourth stirrups are evenly spaced along the length of the web of the fourth I-beam. The fourth stirrups are arranged parallel to both the partition and the web of the fourth I-beam. Multiple fourth longitudinal bars arranged parallel to the web of the fourth I-beam are also fixed on the partition. The top of the fourth longitudinal bars is welded to the partition, the middle is welded to each fourth stirrup, and the bottom extends out of the fourth I-beam as a second connecting end. The pre-embedded area of ​​the fourth I-beam is pre-embedded in the top of the second precast structural column, and the second connecting end of the fourth longitudinal bars is tied to the internal bars of the second precast structural column.

4. The fully prefabricated ultra-high partition wall unit according to claim 3, characterized in that: The precast structural beam has a fifth connecting member embedded at both ends. The fifth connecting member has the same structure as the fourth connecting member. The precast structural beam is connected to the side connecting plate on the second connecting member by bolts through the fifth connecting member.

5. The fully prefabricated ultra-high partition wall unit according to claim 4, characterized in that: The ALC partition wall panel is equipped with gripping holes for a robotic arm to hold the wall panel installation robot.

6. A rapid installation process for a fully prefabricated ultra-high partition wall, used to manufacture and install the fully prefabricated ultra-high partition wall unit as described in claim 5, characterized in that: Includes the following steps: a. Fabricate the first, second, third, fourth, and fifth connecting components according to the design requirements; b. Fabricate the first precast structural column, the second precast structural column, and the precast structural beam in the prefabrication plant, and pre-embed the first and second connecting components in the first precast structural column, the third and fourth connecting components in the second precast structural column, and the fifth connecting component in the precast structural beam. After prefabrication, transport them to the construction site. c. Install the first precast structural column, the second precast structural column, and the precast structural beam to the designated positions according to the construction drawings to form multiple wall spaces; d. Using a fully automatic wall panel installation robot, following the bottom-up sequence, the robot uses the pre-drilled holes in the ALC partition wall panel to install the ALC partition wall panels into the wall space one by one until all partition wall installations are completed.

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