Construction method for arranging wall connecting piece attachment points for super-large-story-height building

Abstract

The invention relates to the technical field of installation of steel pipe external scaffolds, in particular to a construction method for arranging wall connecting piece attachment points for a super-large-storey-height building, which comprises the following construction steps of: positioning and paying off on a storey, and then placing an embedded part for concrete pouring; the mounting position of the profile steel frame body is deepened through the positions of the embedded parts; processing and assembling the section steel frame body according to the determined parameters; mounting the profile steel frame body on the embedded part to form an attachment point; the installed profile steel frame body is connected with an outer frame wall connecting piece of an outer scaffold through a connecting piece. A set of complete wall connecting piece attachment system is temporarily erected in the floor through the profile steel and used for tying of the wall connecting pieces, the system has the beneficial effects of being convenient to install, high in safety and stability, wide in use range and capable of being repeatedly used, and the problems that the first-line wall connecting pieces cannot be attached to super-large-floor-height building engineering construction, and a steel pipe external scaffold is unstable are solved.

Description

Technical Field

[0001] The invention relates to the technical field of steel pipe external scaffolding installation, in particular to a construction method for setting wall connection attachment points for super-large storey buildings. Background Art

[0002] With the development of the construction industry, there are more and more commercial building projects with super-large storeys, and various ways of fixing wall ties in housing construction projects emerge in an endless stream. However, there are still few ways that can be truly promoted and used on a large scale in the construction of housing construction projects. The reason is that there are very few attachment points for wall ties with super-large storeys. Because the storey height is too large, there is no place for the wall ties to be tied together, which can easily cause the entire storey of wall ties to be missing, causing the frame to become unstable. Summary of the invention

[0003] In order to facilitate the tie and fixation of external scaffolding and reduce the probability of scaffolding collapse, the present application provides a construction method for setting wall connection attachment points for super-large storey buildings.

[0004] The present application provides a construction method for setting wall connection attachment points for super-large-story buildings, which adopts the following technical solution: A construction method for setting wall connection attachment points for a super-large building includes the following construction steps: Step 1: Position and lay out the floor where construction is to be carried out, measure and mark the position of the embedded parts, and then pour the concrete after burying the embedded parts; Step 2: Use BIM technology and the position of the embedded parts to deepen the installation position of the steel frame to meet the installation and disassembly of the wall formwork, deepen the formwork support frame in advance, and reasonably adjust the position and size of the steel frame according to the internal frame plan to avoid affecting the construction of the internal support frame; Step 3: Process, customize and assemble the steel frame according to the parameters determined by the BIM design results; Step 4: Install the assembled steel frame onto the embedded parts through detachable parts, so that the steel frame becomes the attachment point of the wall connection part; Step 5: The external scaffolding includes an external frame wall connecting piece, and the external frame wall connecting piece is installed on the steel frame through the connecting piece; Step 6: After the demolition conditions are met, remove the external scaffolding on this floor.

[0005] Optionally, the connecting part in step five includes a connecting steel pipe, a horizontal rod and a fixing part, the connecting steel pipe is installed on the steel frame through a third connecting node, the horizontal rod is fixedly connected to the external frame wall connecting part, the external frame wall connecting part is fixedly connected to the external scaffolding, the end of the horizontal rod away from the external frame wall connecting part is inserted into the connecting steel pipe, and the fixing part is installed on the connecting steel pipe and is used to fix the horizontal rod and the connecting steel pipe.

[0006] By adopting the above technical solution, the connection between the external frame wall connecting member and the steel frame is achieved through the setting of the third connection node, the connecting steel pipe, the horizontal rod and the fixing member, thereby achieving the fixation of the external frame wall connecting member and reducing the probability of collapse of the external scaffolding.

[0007] Optionally, a first limiting hole is provided on the circumferential side wall of the connecting steel pipe, and a second limiting hole is provided on the circumferential side wall of the horizontal rod. The fixing part includes a fixing bolt and a fixing nut, and the fixing bolt passes through the first limiting hole and the second limiting hole in sequence and is threadedly connected to the fixing nut.

[0008] By adopting the above technical solution, when fixing the external frame wall connecting member, first insert the horizontal rod into the connecting steel pipe so that the first limiting hole is connected to the second limiting hole, and then pass the fixing bolt through the first limiting hole and the second limiting hole in turn and threadably connect with the fixing nut, thereby realizing the detachable connection between the external frame wall connecting member and the connecting steel pipe.

[0009] Optionally, the end of the horizontal rod away from the connecting steel pipe has an external thread, and the end of the external frame wall connecting piece close to the horizontal rod has an internal thread, and the horizontal rod and the external frame wall connecting piece are threadedly connected via the internal thread and the external thread.

[0010] By adopting the above technical solution, the threaded connection method makes the connection between the horizontal rod and the external frame wall connecting member more convenient and reliable.

[0011] Optionally, the embedded parts in step one include a plurality of anchor bolts, one end of each of the plurality of anchor bolts located in the concrete is integrally formed with a bent anchor, and a fixing steel plate is fixedly connected to the side walls of each of the plurality of anchor bolts located in the concrete.

[0012] By adopting the above technical solution, when pre-embedding the anchor bolts, positioning and laying out are carried out on the floor where construction is required, and the positions to be pre-embedded are measured and marked. Then, after the anchor bolts, bent anchors and fixed steel plates are buried, concrete is poured, thereby realizing the setting of pre-embedded attachment points. At the same time, the setting of the fixed steel plates reduces the probability of the anchor bolts being pulled out of the concrete due to tension.

[0013] Optionally, the steel frame in step 2 includes a column, the column is mounted on the anchor bolt through the detachable part, an inclined column is mounted on the column through a first connection node, the inclined column is also mounted on the anchor bolt through the detachable part, a horizontal beam is mounted on the column through a second connection node, the horizontal beam is connected to the connecting steel pipe through the third connection node, and a plurality of connecting steel pipes can be mounted on the horizontal beam.

[0014] By adopting the above technical solution, when installing the steel frame, first install the vertical columns and the inclined columns on the anchor bolts through the detachable parts, then connect the vertical columns and the inclined columns together through the first connection node, and then connect the vertical columns to the horizontal beam through the second connection node. The setting of the third connection node realizes the detachable connection between the connecting part and the horizontal beam. The setting of the first connection node and the second connection node further realizes the detachable connection between the vertical columns, the inclined columns and the horizontal beam, thereby facilitating the installation of the steel frame. At the same time, multiple connecting steel pipes can be installed on the horizontal beam, so that when multiple external frame wall connecting parts need to be connected, there is no need to pre-embed multiple embedded parts, which reduces the probability of subsequent decoration difficulties caused by too many embedded parts buried in the floor.

[0015] Optionally, the detachable parts include multiple first connecting steel plates and multiple first connecting nuts, the multiple first connecting steel plates are respectively fixedly connected to the multiple vertical columns and the multiple inclined columns, the end surfaces of the multiple first connecting steel plates are each provided with a first through hole, and the multiple anchor bolts respectively pass through the multiple first through holes and are threadedly connected to the multiple first connecting nuts.

[0016] By adopting the above technical solution, the detachable connection between the vertical column and the inclined column is achieved through the provision of the anchor bolts and the first connecting nuts, which facilitates the reuse of the vertical column and the inclined column, thereby achieving the effect of reducing costs and increasing efficiency.

[0017] Optionally, the first connection node includes a second connection steel plate, a second connection bolt and a second connection nut. At the connection between the column and the inclined column, the second connection steel plate is fixedly connected to the inclined column, a second through hole is formed on the end surface of the second connection steel plate, a second through hole is formed on the side wall of the column close to the inclined column, and then the second connection bolt passes through the second through hole and the second through hole to be threadedly connected to the second connection nut; By adopting the above technical solution, the provision of the second connecting steel plate, the second connecting bolt and the second connecting nut realizes the detachable connection between the inclined column and the vertical column, thereby facilitating the installation of the inclined column and the vertical column.

[0018] Optionally, the second connection node includes a third connecting steel plate, a third connecting bolt and a third connecting nut. At the connection between the column and the horizontal beam, the third connecting steel plate is fixedly connected to the horizontal beam. A third through hole is provided on the end surface of the third connecting steel plate. A third through hole is provided on the side wall of the column close to the inclined column. Then the third connecting bolt passes through the third through hole and the third through hole and is threadedly connected to the third connecting nut.

[0019] By adopting the above technical solution, the provision of the third connecting steel plate, the third connecting bolts and the third connecting nuts realizes the detachable connection between the horizontal beam and the column, thereby facilitating the installation of the horizontal beam and the column.

[0020] Optionally, the third connection node includes a fourth connecting steel plate, a first connecting bolt and a fourth connecting nut. At the connection between the connecting steel pipe and the horizontal beam, the fourth connecting steel plate is fixedly connected to the connecting steel pipe, a fourth through hole is provided on the end face of the fourth connecting steel plate, and a first through hole is provided on the side wall of the horizontal beam away from the anchor bolt. Then the first connecting bolt passes through the fourth through hole and the first through hole and is threadedly connected to the fourth connecting nut.

[0021] By adopting the above technical solution, the provision of the fourth connecting steel plate, the first connecting bolt and the fourth connecting nut realizes the detachable connection between the horizontal beam and the connecting steel pipe, thereby facilitating the installation of the connecting steel pipe.

[0022] In summary, this application includes the following beneficial technical effects: 1. Use steel to temporarily set up a complete wall connection attachment system in the floor for the connection of wall connections. This system is easy to install, safe and stable, has a wide range of uses, and is reusable. By installing the steel frame to the embedded point, the steel frame becomes the attachment point of the external frame wall connection, solving the problem that the wall connection cannot be attached in the construction of super-large-story high-rise buildings and the steel pipe external scaffolding is unstable. 2. The setting of anchor bolts realizes the detachable connection of the entire attachment system, which enables the entire attachment system to be reused, thus achieving the effect of reducing costs and increasing efficiency. At the same time, the setting of fixed steel plates and bent anchors reinforces the anchor bolts, thereby reducing the probability of the anchor bolts being separated from the concrete under tension and increasing the stability of the structure; 3. The columns and the oblique columns are detachably connected, and the columns and the horizontal beams are detachably connected, so that the entire steel frame becomes a detachably connected frame, which is convenient for transportation and installation, and plays a role in reducing costs and increasing efficiency; 4. A large number of bolts and nuts are used in the structure to make the whole structure more stable, and it also greatly increases the ease of installation of the structure. In addition, bolts and nuts are the basic materials in the building, and their cost is relatively low; 5. Multiple connecting steel pipes can be installed on the horizontal beam, so that when multiple external frame wall parts need to be connected, there is no need to pre-embed multiple embedded parts, which reduces the probability of subsequent decoration difficulties caused by too many embedded parts buried in the floor. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 This is the construction flow chart in Example 1 of the present application; Figure 2 This is a schematic diagram of the structure of the overall framework in Example 1 of the present application; Figure 3 It is a cross-sectional view of the embedded part in Example 1 of the present application; Figure 4 This is an exploded view of the connection between the upright column and the inclined column in Example 1 of the present application; Figure 5 This is an exploded view of the connection between the column and the horizontal beam in Example 1 of the present application; Figure 6 This is an exploded view of the connection between the horizontal beam and the connecting steel pipe in Example 1 of the present application; Figure 7 This is an exploded view of the connection between the horizontal rod and the external frame wall member in Example 1 of the present application; Figure 8 This is an exploded view of the connection between the horizontal rod and the external frame wall member in Example 2 of the present application.

[0024] Figure numerals: 1, embedded part; 11, anchor bolt; 12, fixed steel plate; 13, bent anchor; 2, steel frame; 21, column; 211, second through hole; 212, third through hole; 22, inclined column; 23, horizontal beam; 231, first through hole; 3, detachable part; 31, first connecting steel plate; 311, first through hole; 32, first connecting nut; 4, first connecting node; 41, second connecting steel plate; 411, second through hole; 42, second connecting bolt; 43, second connecting nut; 5, second connecting node; 51, third connecting steel plate; 511, third through hole; 52, third connecting bolt; 53, third connecting nut; 6, connecting piece; 61, connecting steel pipe; 611, first limiting hole; 62, horizontal rod; 621, external thread; 622, first pin hole; 63, latch; 7, third connecting node; 71, fourth connecting steel plate; 711, fourth through hole; 72, first connecting bolt; 73, fourth connecting nut; 8, fixing piece; 81, fixing bolt; 82, fixing nut; 9, external scaffolding; 91, external frame wall connecting piece; 911, internal thread; 912, slot; 913, second pin hole. DETAILED DESCRIPTION

[0025] The following is combined with Figure 1-Figure 8 This application is described in further detail.

[0026] The embodiment of the present application discloses a construction method for setting attachment points of wall connecting parts in a super-large storey-high building.

[0027] Embodiment 1: refer to Figure 1 and Figure 2 , a construction method for setting wall connection attachment points for super-large storey buildings, including the following construction steps: Step 1: Position and lay out on the floor where construction is to be carried out, measure and mark the position of the embedded part 1, and pour concrete after burying the embedded part 1; Step 2: Use BIM technology and the position of the embedded parts 1 to deepen the installation position of the steel frame 2 to meet the installation and disassembly of the wall formwork, deepen the formwork support frame in advance, and reasonably adjust the position and size of the steel frame 2 according to the internal frame plan to avoid affecting the construction of the internal support frame; Step 3: Process, customize and assemble the steel frame 2 according to the parameters determined by the BIM design results; Step 4: Install the assembled steel frame 2 onto the embedded part 1 through the detachable part 3, so that the steel frame 2 becomes the attachment point of the wall connection part; Step 5: The external scaffolding 9 includes an external frame wall connecting member 91, and the external frame wall connecting member 91 is installed on the steel frame body 2 through the connecting member 6; Step 6: After the removal conditions are met, remove the external scaffolding 9 of this layer.

[0028] refer to Figure 3 The embedded part 1 also includes a plurality of anchor bolts 11, and one end of the plurality of anchor bolts 11 located in the concrete is integrally formed with a bent anchor 13, and the side walls of the plurality of anchor bolts 11 located in the concrete are fixedly connected with a fixed steel plate 12; the setting of the bent anchor 13 and the fixed steel plate 12 reinforces the anchor bolts 11, thereby reducing the probability of the anchor bolts 11 being separated from the concrete under tension, thereby increasing the stability of the structure.

[0029] refer to Figure 2 and Figure 3The steel frame 2 includes a column 21, which is installed on the anchor bolt 11 through a detachable part 3. An inclined column 22 is installed on the column 21 through a first connection node 4, and the inclined column 22 is also installed on the anchor bolt 11 through a detachable part 3. A horizontal beam 23 is installed on the column 21 through a second connection node 5; the detachable part 3 includes a plurality of first connecting steel plates 31, and the plurality of first connecting steel plates 31 are respectively fixedly connected to the end faces of the column 21 and the inclined column 22, and each of the first connecting steel plates 31 is provided with four first through-holes 311 on the end face close to the anchor bolt 11, and the four first through-holes 311 are respectively provided at the four corners of the first connecting steel plate 31, and a plurality of anchor bolts 11 are respectively passed through the plurality of first through-holes 311 and are threadedly connected with first connecting nuts 32.

[0030] The provision of the first connecting steel plate 31 and the first connecting nut 32 realizes the detachable connection between the column 21 and the inclined column 22 and the anchor bolt 11, thereby realizing the reuse of the column 21 and the inclined column 22, and achieving the effect of reducing costs and increasing efficiency; when installing the inclined column 22 and the column 21, the column 21 and the inclined column 22 are manually moved, and then the first penetration hole 311 on the first connecting steel plate 31 is passed through the anchor bolt 11, and then the first connecting nut 32 is manually threaded onto the anchor bolt 11, thereby realizing the fixation of the column 21 and the inclined column 22.

[0031] refer to Figure 4 The first connection node 4 includes a plurality of second connection steel plates 41, which are respectively fixedly connected to one end of a plurality of inclined columns 22 away from the first connection steel plate 31, and four second through holes 411 are opened on the end surface of the second connection steel plate 41 close to the column 21, and the four second through holes 411 are respectively opened at the four corners of the second connection steel plate 41, and second through holes 211 are opened on the side walls of the plurality of columns 21 close to the inclined column 22, and the first connection node 4 also includes a plurality of second fixing bolts 81, and the second fixing bolts 81 sequentially pass through the second through holes 411 and the second through holes 211 and are threadedly connected with second fixing nuts 82.

[0032] The arrangement of the second connecting steel plate 41, the second fixing bolt 81 and the second connecting nut 43 realizes a detachable connection between the column 21 and the inclined column 22, thereby facilitating the installation between the column 21 and the inclined column 22 and making the connected column 21 and the inclined column 22 have higher stability; when connecting the inclined column 22 and the column 21, manually align the second penetration hole 411 on the second connecting steel plate 41 with the second through hole 211, and then manually pass the second connecting bolt 42 through the second penetration hole 411 and the second through hole 211 in turn, and then thread the second connecting nut 43 onto the second connecting bolt 42, thereby realizing the connection between the column 21 and the inclined column 22.

[0033] refer to Figure 5 The second connection node 5 includes a plurality of third connection steel plates 51, and the plurality of third connection steel plates 51 are respectively fixedly connected to the two ends of the plurality of horizontal beams 23. Four third through holes 511 are opened on the end surface of the third connection steel plate 51 close to the column 21. The four third through holes 511 are respectively opened at the four corners of the third connection steel plate 51. Third through holes 212 are opened on the side walls of the plurality of columns 21 close to the horizontal beams 23. The second connection node 5 also includes a plurality of third connection bolts 52, and the third connection bolts 52 are sequentially passed through the third through holes 511 and the third through holes 212 and are threadedly connected with the third connection nuts 53.

[0034] The provision of the third connecting steel plate 51, the third connecting bolt 52 and the third connecting nut 53 realizes a detachable connection between the column 21 and the horizontal beam 23, thereby facilitating the installation between the column 21 and the horizontal beam 23 and making the connected column 21 and the horizontal beam 23 have higher stability; when connecting the column 21 and the horizontal beam 23, the horizontal beam 23 is moved manually, and then the third penetration hole 511 on the third connecting steel plate 51 is aligned with the third through hole 212, and then the third connecting bolt 52 is manually passed through the third penetration hole 511 and the third through hole 212 in turn, and then the third connecting nut 53 is threadedly connected to the third connecting bolt 52, thereby realizing the connection between the column 21 and the horizontal beam 23.

[0035] refer to Figure 6 The connecting member 6 includes a plurality of connecting steel pipes 61, and the plurality of connecting steel pipes 61 are detachably connected to the plurality of horizontal beams 23 through the third connecting node 7. A plurality of horizontal rods 62 are installed on the external frame wall connecting member 91 of the external scaffolding 9. The ends of the plurality of horizontal rods 62 away from the external frame wall connecting member 91 are respectively inserted into the plurality of connecting steel pipes 61, and the horizontal rods 62 and the connecting steel pipes 61 are connected by the fixing member 8; the third connecting node 7 includes a plurality of fourth connecting steel plates 71, and the plurality of fourth connecting steel plates 71 are respectively fixedly connected to On the multiple connecting steel pipes 61, four fourth penetration holes 711 are opened on the end surface of the fourth connecting steel plate 71 close to the horizontal beam 23, and the four fourth penetration holes 711 are respectively opened on the four corners of the fourth connecting steel plate 71. The side walls of the multiple horizontal beams 23 close to the connecting steel pipes 61 are opened with first through holes 231. The third connecting node 7 also includes multiple first connecting bolts 72. The first connecting bolts 72 are sequentially passed through the fourth penetration holes 711 and the first through holes 231 and are threadedly connected with fourth connecting nuts 73.

[0036] The arrangement of the connecting steel pipe 61, the horizontal rod 62 and the fixing member 8 realizes the detachable connection between the external frame wall connecting member 91 and the horizontal beam 23; at the same time, the arrangement of the fourth connecting steel plate 71, the first fixing bolt 81 and the fourth connecting nut 73 realizes the detachable connection between the connecting steel pipe 61 and the horizontal beam 23, thereby facilitating the installation between the connecting steel pipe 61 and the horizontal beam 23, and making the connected connecting steel pipe 61 and the horizontal beam 23 have higher stability; when connecting the connecting steel pipe 61 and the horizontal beam 23, the fourth penetration hole 711 on the third connecting steel plate 51 is manually aligned with the first through hole 231, and then the first connecting bolt 72 is manually passed through the fourth penetration hole 711 and the first through hole 231 in turn, and then the fourth connecting nut 73 is threadedly connected to the first connecting bolt 72, thereby realizing the connection between the connecting steel pipe 61 and the horizontal beam 23, and multiple connecting steel pipes can be installed on the horizontal beam, so that when multiple external frame wall connecting members 91 need to be connected, there is no need to pre-embed multiple embedded parts, which reduces the probability of subsequent decoration difficulties caused by too many embedded parts buried in the floor.

[0037] A first limiting hole 611 is provided on the circumferential side wall of the connecting steel pipe 61, and a second limiting hole is provided on the circumferential side wall of the horizontal pipe. The fixing member 8 includes a fixing bolt 81, which passes through the first limiting hole 611 and the second limiting hole in sequence and is threadedly connected with a fixing nut 82.

[0038] When fixing the horizontal rod 62 and the connecting steel pipe 61, the horizontal rod 62 is inserted into the connecting steel pipe 61 and the first limiting hole 611 is connected to the second limiting hole. Then, the fixing bolt 81 is manually passed through the first limiting hole 611 and the second limiting hole in sequence, and finally, the fixing bolt 81 is threadedly connected to the fixing bolt 81.

[0039] refer to Figure 7 The end of the horizontal rod 62 away from the connecting steel pipe 61 has an external thread 621, and the end of the external frame wall connecting member 91 close to the horizontal rod 62 has an internal thread 911. The horizontal rod 62 and the external frame wall connecting member 91 are threadedly connected through the internal thread 911 and the external thread 621; the threaded connection method makes the connection between the horizontal rod 62 and the external frame wall connecting member 91 more convenient and reliable.

[0040] Embodiment 2: refer to Figure 8The difference between this embodiment and embodiment 1 is that a first pin hole 622 is opened on the peripheral side wall of the horizontal rod 62, and the first pin hole 622 is located at the end of the horizontal rod 62 away from the connecting steel pipe 61. A slot 912 is opened on the side wall of the external frame wall connecting member 91 close to the horizontal rod 62, and a second pin hole 913 is opened on the horizontal end face of the external frame wall connecting member 91. The first pin hole 622 is connected to the slot 912, and the end of the horizontal rod 62 away from the connecting steel pipe 61 is inserted into the slot 912, and a pin 63 is inserted into the first pin hole 622 and the first pin hole 622.

[0041] When connecting the horizontal rod 62 to the external frame wall member 91, first insert the horizontal rod 62 into the slot 912, and then insert the pin 63 into the first pin hole 622 through the second pin hole 913 to fix the horizontal rod 62 to the external frame wall member 91.

[0042] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A construction method for setting wall connection attachment points for super-large-story buildings, characterized in that: The construction steps include: Step 1: Positioning and laying out on the floor where construction is to be carried out, measuring and marking the position of the embedded parts (1), burying the embedded parts (1) and then pouring concrete; Step 2: Using BIM technology and the position of the embedded parts (1), the installation position of the steel frame (2) is deepened to meet the installation and disassembly of the wall formwork, the formwork support frame is deepened in advance, and the position and size of the steel frame (2) are reasonably adjusted according to the internal frame plan to avoid affecting the construction of the internal support frame; Step 3: Process, customize and assemble the steel frame according to the parameters determined by the BIM design results (2); Step 4: Install the assembled steel frame (2) onto the embedded part (1) via the detachable part (3), so that the steel frame (2) becomes the attachment point of the wall connection part; Step 5: The external scaffolding (9) includes an external frame wall connecting member (91), and the external frame wall connecting member (91) is installed on the steel frame (2) through the connecting member (6); Step 6: After the removal conditions are met, remove the external scaffolding (9) on this layer.

2. The construction method for setting wall connection attachment points for super-large-story buildings according to claim 1 is characterized in that: The connecting member (6) in step five comprises a connecting steel pipe (61), a horizontal rod (62) and a fixing member (8); the connecting steel pipe (61) is installed on the steel frame (2) via a third connecting node (7); the horizontal rod (62) is fixedly connected to the external frame wall connecting member (91); the external frame wall connecting member (91) is fixedly connected to the external scaffolding (9); one end of the horizontal rod (62) away from the external frame wall connecting member (91) is inserted into the connecting steel pipe (61); the fixing member (8) is installed on the connecting steel pipe (61) and is used to fix the horizontal rod (62) and the connecting steel pipe (61).

3. The construction method for setting wall connection attachment points for super-large-story buildings according to claim 2 is characterized in that: A first limiting hole (611) is provided on the peripheral side wall of the connecting steel pipe (61), a second limiting hole is provided on the peripheral side wall of the horizontal rod (62), and the fixing member (8) comprises a fixing bolt (81) and a fixing nut (82). The fixing bolt (81) passes through the first limiting hole (611) and the second limiting hole in sequence and is threadedly connected to the fixing nut (82).

4. The construction method for setting wall connection attachment points for super-large-story buildings according to claim 2 is characterized in that: The end of the horizontal rod (62) away from the connecting steel pipe (61) is provided with an external thread (621), and the end of the external frame wall connecting member (91) close to the horizontal rod (62) is provided with an internal thread (911), and the horizontal rod (62) and the external frame wall connecting member (91) are threadedly connected via the internal thread (911) and the external thread (621).

5. The construction method for setting wall connection attachment points for super-large-story buildings according to claim 2 is characterized in that: The embedded parts (1) in step 1 include a plurality of anchor bolts (11), one end of each of the plurality of anchor bolts (11) located in the concrete is integrally formed with a bent anchor (13), and the side walls of each of the plurality of anchor bolts (11) located in the concrete are fixedly connected to a fixing steel plate (12).

6. The construction method for setting wall connection attachment points for super-large-story buildings according to claim 5 is characterized in that: The steel frame (2) in step 2 comprises a column (21), wherein the column (21) is mounted on the anchor bolt (11) via the detachable component (3), an inclined column (22) is mounted on the column (21) via a first connection node (4), and the inclined column (22) is also mounted on the anchor bolt (11) via the detachable component (3), and a horizontal beam (23) is mounted on the column (21) via a second connection node (5), and the horizontal beam (23) is connected to the connecting steel pipe (61) via the third connection node (7), and a plurality of connecting steel pipes (61) can be mounted on the horizontal beam (23).

7. The construction method for setting wall connection attachment points for super-large-story buildings according to claim 6 is characterized in that: The detachable part (3) comprises a plurality of first connecting steel plates (31) and a plurality of first connecting nuts (32); the plurality of first connecting steel plates (31) are respectively fixedly connected to the plurality of upright columns (21) and the plurality of inclined columns (22); end surfaces of the plurality of first connecting steel plates (31) are each provided with a first through hole (311); the plurality of anchor bolts (11) respectively pass through the plurality of first through holes (311) and are threadedly connected to the plurality of first connecting nuts (32).

8. The construction method for setting wall connection attachment points for super-large-story buildings according to claim 6 is characterized in that: The first connection node (4) comprises a second connection steel plate (41), a second connection bolt (42) and a second connection nut (43). At the connection between the upright column (21) and the inclined column (22), the second connection steel plate (41) is fixedly connected to the inclined column (22). A second through hole (411) is provided on the end surface of the second connection steel plate (41). A second through hole (211) is provided on the side wall of the upright column (21) close to the inclined column (22). Then, the second connection bolt (42) passes through the second through hole (411) and the second through hole (211) to be threadedly connected to the second connection nut (43).

9. The construction method for setting wall connection attachment points for super-large-story buildings according to claim 6 is characterized in that: The second connection node (5) includes a third connection steel plate (51), a third connection bolt (52) and a third connection nut (53). At the connection between the column (21) and the horizontal beam (23), the third connection steel plate (51) is fixedly connected to the horizontal beam (23). A third through hole (511) is provided on the end surface of the third connection steel plate (51). A third through hole (212) is provided on the side wall of the column (21) close to the inclined column (22). Then, the third connection bolt (52) passes through the third through hole (511) and the third through hole (212) to be threadedly connected to the third connection nut (53).

10. The construction method for setting wall connection attachment points for super-large-story buildings according to claim 6 is characterized in that: The third connection node (7) includes a fourth connection steel plate (71), a first connection bolt (72) and a fourth connection nut (73). At the connection between the connection steel pipe (61) and the horizontal beam (23), the fourth connection steel plate (71) is fixedly connected to the connection steel pipe (61). A fourth through hole (711) is provided on the end surface of the fourth connection steel plate (71). A first through hole (231) is provided on the side wall of the horizontal beam (23) away from the anchor bolt (11). Then, the first connection bolt (72) passes through the fourth through hole (711) and the first through hole (231) to be threadedly connected to the fourth connection nut (73).

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