CN211948862U

CN211948862U - Connection structure of super high-rise building truss and section steel frame

Info

Publication number: CN211948862U
Application number: CN202020430087.7U
Authority: CN
Inventors: 梁尚林
Original assignee: Shenzhen Fangjia Architecture Design Co ltd
Current assignee: Shenzhen Fangjia Architecture Design Co ltd
Priority date: 2020-03-27
Filing date: 2020-03-27
Publication date: 2020-11-17
Anticipated expiration: 2030-03-27

Abstract

The utility model relates to a connection structure of super high-rise building truss and type steelframe, it includes a core section of thick bamboo interior steel skeleton post, a core section of thick bamboo interior steel skeleton post is connected with first truss, the second truss, third truss and fourth truss, a core section of thick bamboo interior steel skeleton post includes two pterygoid laminas and a web, form the installation inner chamber between two pterygoid laminas and the web, be provided with the first reinforcing plate that corresponds with the installation inner chamber between the two pterygoid laminas, first truss is connected with first reinforcing plate, first reinforcing plate is provided with first gusset plate, first gusset plate and fourth truss connection, be provided with the second reinforcing plate that corresponds with the installation inner chamber between the two pterygoid laminas, the second reinforcing plate is connected in the top of first reinforcing plate, second reinforcing plate and second truss connection. When a user carries out concrete pouring on the steel rib column in the core tube, the cavity formed by concrete in the narrow cavity due to the fact that the concrete is not easy to tamp is avoided. The utility model discloses the effect that improves construction quality has.

Description

Connection structure of super high-rise building truss and section steel frame

Technical Field

The utility model belongs to the technical field of the connection structure's of truss and type steelframe technique and specifically relates to a connection structure of super high-rise building truss and type steelframe is related to.

Background

At present, super high-rise buildings are more and more, and in order to meet the displacement deformation index between structural layers, a reinforcing layer is usually arranged at a proper position along the height so as to meet the standard requirement. The reinforcing layer is also called a horizontal rigid layer, and is generally provided with an outrigger truss and a waist truss, wherein the outrigger truss or the waist truss is connected with the reinforced concrete in the core barrel to form a lateral force resistant structural system meeting the building design requirements.

As shown in fig. 1 and 2, a connection structure of a truss and a steel frame in the prior art includes a steel column 1 in a core tube, where the steel column 1 in the core tube is composed of two wing plates 11 and a web 12, so that the section of the steel column 1 in the core tube is in an H shape. The two sides of the web 12 are respectively provided with a first truss 2 in the horizontal direction, and the first truss 2 is composed of an upper mounting plate 21, a lower mounting plate 22 and a first member plate 23. The upper and

lower mounting plates

21 and 22 are fixed to both sides of the first member plate 23, respectively, and the upper and

lower mounting plates

21 and 22 are connected to the inner sides of the wing plates 11, respectively.

A second truss 3 is arranged in an obliquely upward direction between the web 12 and the upper mounting plate 21, and the second truss 3 is composed of an upper clamping plate 31, a lower clamping plate 32 and a second member plate 33. The upper and

lower clamping plates

31 and 32 are fixed to both sides of the second member plate 23, respectively, and both sides of the upper clamping plate 31 are connected to the inner sides of the wing plates 11, respectively, and the lower clamping plate 32 is connected to the upper mounting plate 21.

The first girder 2 is provided with a third girder 4 in a direction perpendicular to the wing plate 11, and the third girder 4 is composed of an upper fixing plate 41, a lower fixing plate 42, and a third member plate 43. The upper fixing plate 41 and the lower fixing plate 42 are fixed to both sides of the third member plate 43, respectively, and the upper fixing plate 41 is coupled to the wing plate 11 and the upper mounting plate 21, respectively. The lower fixing plate 42 is connected to the wing plate 11 and the lower mounting plate 22, respectively.

A fourth truss 5 is arranged between the first truss 2 and the third truss 4, and the fourth truss 5 is composed of an upper connecting plate 51, a lower connecting plate 52 and a fourth member plate 53. The upper connection plate 51 and the lower connection plate 52 are fixed to both sides of the fourth member plate 53, respectively, the upper connection plate 51 connecting the upper mounting plate 21, and the lower connection plate 52 connecting the first member plate 23. After completing the connection between the steel reinforced column 1 in the core tube and the truss, the user pours concrete into the steel reinforced column 1 in the core tube according to the building design requirement.

Above prior art truss node structural design is reasonable, connects between each component board closely, simple to operate, nevertheless has certain defect yet. If the section of the steel rib column in the core tube is H-shaped, the first truss, the second truss and the third truss are arranged in the space embedded between the two wing plates, so that the structure between the two wing plates is relatively dense, and a narrow cavity is easily formed. When a user carries out concrete pouring on the steel rib column in the core tube, concrete is not easy to tamp in a narrow cavity, so that the concrete is easy to form the cavity in the core tube, and the construction quality is influenced.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art exists, the utility model aims at providing a connection structure of super high-rise building truss and type steelframe, it has the characteristics that improve construction quality.

The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:

a connecting structure of a super high-rise building truss and a profile steel frame comprises a steel rib column, a first truss, a second truss, a third truss and a fourth truss in a core tube, the first truss, the second truss, the third truss and the fourth truss are arranged on the steel skeleton column in the core tube, the steel bone column in the core tube comprises two wing plates and a web plate, an installation inner cavity is formed between the two wing plates and the web plate, a first reinforcing plate corresponding to the installation inner cavity is arranged between the two wing plates, the first truss is connected with the first reinforcing plate, the first reinforcing plate is provided with a first reinforcing plate, the first reinforcing plate is connected with the fourth truss, a second reinforcing plate corresponding to the installation inner cavity is arranged between the two wing plates, the second reinforcing plate is connected to the top end of the first reinforcing plate, and the second reinforcing plate is connected with the second truss.

Through adopting above-mentioned technical scheme, first reinforcing plate and second reinforcing plate will install the inner chamber and seal, make the cross-section of the steel bone post node junction in the core section of thick bamboo be the box. The first truss is fixed through first reinforcing plate to the steel bone post in the core section of thick bamboo, and the second truss is fixed to the second reinforcing plate to fix the fourth truss through first gusset plate, make each truss install in the outside of installation inner chamber, reduce the narrow chamber that forms between each truss inner structure and the installation inner chamber. When a user carries out concrete pouring on the steel rib column in the core tube, the cavity is prevented from being formed due to the fact that concrete is not easy to tamp in the narrow cavity, and therefore construction quality is improved.

As preferred, first truss includes the mounting panel, corresponds to the lower mounting panel and the first component board of last mounting panel, the both ends of first component board connect respectively in go up the mounting panel with the mounting panel down, go up the mounting panel first component board reaches the mounting panel all with first reinforcing plate is connected down, the second truss includes the punch holder, corresponds to the lower plate and the second component board of punch holder, the both ends of second component board connect respectively in the punch holder with the lower plate, the punch holder with the second component board connect in the second reinforcing plate, the lower plate connect in go up the mounting panel, the punch holder is close the one end of lower plate is provided with first extension.

Through adopting above-mentioned technical scheme, go up the mounting panel, down mounting panel and first component board and all fix on first reinforcing plate, strengthen the fastness of first truss. The upper clamping plate is fixed by the first reinforcing plate, and the lower clamping plate is fixed by the upper mounting plate, so that the second truss is fixed. Go up the mounting panel and be provided with the extension, leave the space for the both sides of lower plate, the mounting panel is to the adaptability of different width framework plates in the reinforcing, and the user can design different width or extending direction's lower plate according to actual conditions.

Preferably, the fourth truss includes an upper connecting plate, a lower connecting plate corresponding to the upper connecting plate, and a fourth member plate, both ends of the fourth member plate are respectively connected to the upper connecting plate and the lower connecting plate, the upper connecting plate is connected to the first extending portion, the fourth member plate is connected to the first reinforcing plate, and a second reinforcing plate for connecting the lower connecting plate is disposed at the bottom of the first reinforcing plate.

Through adopting above-mentioned technical scheme, go up the first gusset plate of mounting panel cooperation and fix the fourth truss with the second gusset plate, make the fourth truss more firm.

Preferably, the first reinforcing plate is provided with a clamping groove corresponding to the fourth member plate, and the clamping groove is penetrated by a reinforcing bolt for fixing the fourth member plate.

By adopting the technical scheme, the first reinforcing plate fixes the fourth component plate through the clamping groove, so that the fourth component plate is fixed; on the other hand, the user can conveniently position and install the fourth component plate.

Preferably, the wing plate is connected with an installation seat corresponding to the third truss, the installation seat is provided with a third rib plate, and the third rib plate is connected with the second reinforcing plate.

Through adopting above-mentioned technical scheme, the third floor can improve the structural strength of mount pad on the one hand, and on the other hand can support the reinforcement to the second gusset plate, makes holistic structure inseparabler firm.

Preferably, a first rib plate is connected between the upper mounting plate and the lower mounting plate, and the first rib plate is connected with one side, far away from the first rib plate, of the second reinforcing plate.

Through adopting above-mentioned technical scheme, first floor can improve the structural strength of first truss on the one hand, and on the other hand can support the reinforcement to the second gusset plate, makes holistic structure inseparabler firm.

Preferably, the mounting seat comprises an upper positioning plate, a lower positioning plate corresponding to the upper positioning plate and a supporting plate, two ends of the supporting plate are respectively connected to the upper positioning plate and the lower positioning plate, the upper positioning plate and the upper mounting plate are integrally formed, and the lower positioning plate and the lower mounting plate are integrally formed.

Through adopting above-mentioned technical scheme, go up locating plate and last mounting panel integrated into one piece, lower locating plate and lower mounting panel integrated into one piece, the person of facilitating the use will install, improves the efficiency of construction.

Preferably, a first yielding port corresponding to the first member plate is formed in the middle of the first rib plate, and a third yielding port corresponding to the support plate is formed in the middle of the third rib plate.

Through adopting above-mentioned technical scheme, first letting a mouthful can prevent that first floor from leading to first floor can not contact with first component board completely because the surface is uneven, guarantees the support effect. Similarly, the third relief opening can prevent the third rib plate from being incapable of completely contacting the supporting plate due to uneven surfaces.

Preferably, a second rib is connected to both sides of the second member plate, and both ends of the second rib are connected to the upper clamp plate and the upper mounting plate, respectively.

Through adopting above-mentioned technical scheme, the second floor can support the reinforcement to the second truss.

To sum up, the utility model discloses a beneficial technological effect does:

1. the utility model avoids the concrete from forming a cavity in a narrow cavity due to the difficulty of tamping, thereby improving the construction quality;

2. the utility model enhances the adaptability of the upper mounting plate to the plates with different widths, and a user can design the lower clamping plates with different widths or extending directions according to the actual situation;

3. the utility model discloses holistic structure is inseparable firm.

Drawings

Fig. 1 is a schematic structural diagram of a connection structure of a truss and a profile steel frame in the background art.

Fig. 2 is a top view of a connection structure of a truss and a profile steel frame in the background art.

Fig. 3 is a schematic structural diagram of a connection structure of a super high-rise building truss and a profile steel frame in the embodiment.

FIG. 4 is an exploded view of a connection structure of a super high-rise building truss and a profile steel frame

Fig. 5 is an exploded view of the fourth truss.

Fig. 6 is a schematic structural view showing a state where the second truss is connected to the steel skeleton column in the core tube.

Fig. 7 is a schematic structural view of the second truss.

In the figure, 1, a steel rib column is arranged in a core tube; 11. a wing plate; 12. a web; 13. a first reinforcing plate; 14. a second reinforcing plate; 15. installing an inner cavity; 2. a first truss; 21. an upper mounting plate; 211. a first extension portion; 22. a lower mounting plate; 221. a second extension portion; 23. a first member plate; 24. a first rib plate; 241. a first abdicating groove; 3. a second truss; 31. an upper splint; 311. a first arcuate portion; 32. a lower splint; 321. a second arcuate portion; 33. a second member plate; 331. a first connection face; 332. a second connection face; 34. a second rib plate; 4. a third truss; 41. an upper fixing plate; 42. a lower fixing plate; 43. a third member plate; 44. a third rib plate; 441. a third abdicating groove; 5. a fourth truss; 51. an upper connecting plate; 52. a lower connecting plate; 53. a fourth member plate; 54. an accommodating cavity; 55. a first reinforcing plate; 551. a clamping groove; 552. reinforcing the bolt; 56. a second reinforcing plate; 561. a binding face; 562. a right-angled surface; 6. a mounting seat; 61. an upper positioning plate; 62. a lower positioning plate; 63. and a support plate.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

Referring to fig. 3, for the utility model discloses a connection structure of super high-rise building truss and type steelframe, including a core section of thick bamboo interior steel skeleton post 1, a core section of thick bamboo interior steel skeleton post 1 is connected with first truss 2, second truss 3, third truss 4 and fourth truss 5.

The first truss 2 is integrally arranged in the horizontal direction and is perpendicular to the steel column 1 in the core tube, and the first truss 2 integrally extends in the direction far away from the steel column 1 in the core tube. The second truss 3 is arranged between the top end of the first truss 2 and the steel skeleton column 1 in the core tube, and the second truss 3 integrally inclines upwards in the direction from the steel skeleton column 1 in the core tube to the direction far away from the steel skeleton column 1 in the core tube. The third truss 4 is arranged in the horizontal direction and is perpendicular to the first truss 2, and the third truss 4 extends in the direction away from the steel column 1 in the core barrel. The fourth girder 5 is disposed in a horizontal direction as a whole, and the fourth girder 5 is disposed between the first girder 2 and the third girder 4.

The steel skeleton column 1 in the core tube comprises two wing plates 11 and a web plate 12, wherein the two wing plates 11 are parallel to each other, and the web plate 12 is welded between the two wing plates 11 in a direction perpendicular to the two wing plates 11. Two symmetrical mounting cavities 15 are formed between the two wing plates 11 and the web plate 12. The side of the two wing plates 11 close to the first truss 2 is welded with a first reinforcing plate 13, the width of the first reinforcing plate 13 is matched with that of the web 12, and the first reinforcing plate 13 is parallel to the web 12. Both sides of the first reinforcing plate 13 are welded to the wing plates 11, respectively, so that the first reinforcing plate 13 shields the mounting cavity 15 at that position. The upper surface of the first reinforcing plate 13 is welded with a second reinforcing plate 14, the size of the second reinforcing plate 14 is matched with that of the first reinforcing plate 13, and two sides of the second reinforcing plate 14 are respectively welded with the two wing plates 11.

Referring to fig. 3 and 4, the first girder 2 includes an upper mounting plate 21, a lower mounting plate 22, and a first member plate 23. The upper mounting plate 21 and the lower mounting plate 22 are arranged in a horizontal direction, and the shapes of the upper mounting plate 21 and the lower mounting plate 22 are matched. The first member plate 23 is disposed in a vertical direction. The upper surface of the first member plate 23 is welded to the lower surface of the upper mounting plate 21, and the lower surface of the first member plate 23 is welded to the upper surface of the lower mounting plate 22, so that the cross section of the first truss 2 is H-shaped. The upper mounting plate 21, the lower mounting plate 22, and the first member plate 23 are welded to the first reinforcing plate 13, and the entire first truss 2 is fixed to the first reinforcing plate 13.

The side of the upper mounting plate 21 adjacent the fourth girder 5 is provided with a first extension 211. The first extending portion 211 extends in a direction away from the first reinforcing plate 13 to a direction close to the first reinforcing plate 13 and in a direction away from the central axis of the upper mounting plate 21, so that the area of one end of the upper mounting plate 21 close to the first reinforcing plate 13 is larger than that of the other end of the upper mounting plate 21. The lower mounting plate 22 is provided with a second extension 221, the second extension 221 matching the first extension 211.

An installation seat 6 is arranged between the third truss 4 and the wing plate 11, and the installation seat 6 comprises an upper positioning plate 61, a lower positioning plate 62 and a supporting plate 63. The upper positioning plate 61 and the lower positioning plate 62 are arranged in the horizontal direction, and the shapes of the upper positioning plate 61 and the lower positioning plate 62 are matched. The support plate 63 is disposed in a vertical direction. The upper surface of the support plate 63 is welded to the lower surface of the upper positioning plate 61, and the lower surface of the support plate 63 is welded to the upper surface of the lower positioning plate 62, so that the cross section of the mount 6 is H-shaped.

A first rib 24 is welded to a side of the first member plate 23 near the fourth girder 5. The first ribs 24 are arranged in the vertical direction, and the first ribs 24 are perpendicular to the first member plate 23. The top end of the first rib 24 is welded to the upper mounting plate 21, and the bottom end of the first rib 24 is welded to the lower mounting plate 22. The first rib 24 has a first relief groove 241 formed in the middle of one side thereof close to the first member plate 23. The first avoiding groove 241 is arcuately recessed in a direction away from the first member plate 23 and penetrates the first rib 24.

The transverse section of the upper positioning plate 61 is trapezoidal, and the area of one end of the upper positioning plate 61 close to the wing plate 11 is larger than that of the other end. The upper positioning plate 61 is integrally formed with the upper mounting plate 21, and the lower positioning plate 62 is integrally formed with the lower mounting plate 22. The upper positioning plate 61, the lower positioning plate 62 and the supporting plate 63 are welded to the wing plate 11, so that the whole mounting base 6 is fixed relative to the wing plate 11 and the first truss 2.

The third girder 4 includes an upper fixing plate 41, a lower fixing plate 42, and a third member plate 43. The upper fixing plate 41 and the lower fixing plate 42 are disposed in a horizontal direction, and the shapes of the upper fixing plate 41 and the lower fixing plate 42 are matched. The third member plate 43 is disposed in a vertical direction. The upper surface of the third member plate 43 is welded to the lower surface of the upper fixing plate 41, and the lower surface of the third member plate 43 is welded to the upper surface of the lower fixing plate 42, so that the third truss 4 has an H-shaped cross section.

The width and thickness of the upper fixing plate 41 are respectively matched with the end of the upper positioning plate 61 far away from the wing plate 11, the upper fixing plate 41 is welded with the end of the upper positioning plate 61 far away from the wing plate 11, the third member plate 43 is welded with the end of the support rod far away from the wing plate 11, and the lower fixing plate 42 is welded with the end of the lower positioning plate 62 far away from the wing plate 11, so that the whole third truss 4 is relatively fixed with the mounting seat 6.

The third rib 44 is welded to the support plate 63 on three sides near the fourth girder 5. The third ribs 44 are arranged in the vertical direction, and the third ribs 44 are perpendicular to the support plate 63. The top end of the third rib 44 is welded to the upper position, and the bottom end of the third rib 44 is welded to the lower position. The third rib plate 44 has a third avoiding groove 441 at the middle of three sides near the supporting plate 63. The third avoiding groove 441 is arcuately recessed in a direction away from the support plate 63 and penetrates the third rib 44.

The first rib 24, the first member plate 23, the first reinforcing plate 13, and the third rib 44 form a receiving chamber 54 corresponding to the fourth girder 5.

Referring to fig. 4 and 5, the fourth girder 5 includes an upper connection plate 51, a lower connection plate 52, and a fourth member plate 53. The upper connection plate 51 and the lower connection plate 52 are disposed in a horizontal direction, and the shapes of the upper connection plate 51 and the lower connection plate 52 are matched. The fourth member plate 53 is disposed in a vertical direction. The upper surface of the fourth member plate 53 is welded to the lower surface of the upper connecting plate 51, and the lower surface of the fourth member plate 53 is welded to the upper surface of the lower connecting plate 52, so that the cross section of the fourth truss 5 is H-shaped.

The receiving chamber 54 is internally provided with a first reinforcing plate 55 and a second reinforcing plate 56, and the first reinforcing plate 55 extends in a direction corresponding to the fourth member plate 53. One end of the first reinforcing plate 55 is welded to the first reinforcing plate 13. The upper surface of the first reinforcing plate 55 is welded to the lower surface of the upper mounting plate 21. The end of the first reinforcing plate 55 away from the first reinforcing plate 13 is provided with a clamping groove 551, the clamping groove 551 penetrates through the upper surface and the lower surface of the first reinforcing plate 55, and the groove bottom of the clamping groove 551 is flush with the first extending portion 211.

The second reinforcing plate 56 is positioned at the middle of the receiving chamber 54, the second reinforcing plate 56 is parallel to the first reinforcing plate 55, and the lower surface of the first reinforcing plate 55 is welded to the middle of the upper surface of the second reinforcing plate 56. The second reinforcing plate 56 has a pentagonal cross-section, and one side of the second reinforcing plate 56 is parallel to the first extending portion 211.

The surface of the second reinforcing plate 56 connected to the lower connecting plate 52 is defined as an attaching surface 561, and the other four surfaces are defined as right-angle surfaces 562. The attaching surface 561 matches with the first extending portion 211; the adjacent right-angle surfaces 562 are perpendicular to each other, and the right-angle surfaces 562 are matched with the cavity wall of the accommodating cavity 54. The right-angle surfaces 562 of the first rib 24, the first member plate 23, the first reinforcing plate 13, and the third rib 44 are welded.

The fourth member plate 53 is inserted into the clamping groove 551, the clamping groove 551 is provided with the reinforcing bolt 552, and the reinforcing bolt 552 is inserted into the clamping groove 551 and the fourth member plate 53 and connected with the nut, so that the fourth member plate 53 and the first reinforcing plate 55 are fixed relatively. The upper connecting plate 51 is welded to the first extending portion 211, and the lower connecting plate 52 is welded to the joint surface 561, so that the fourth truss 5 is integrally fixed relatively.

Referring to fig. 6 and 7, the second girder 3 includes an upper clamping plate 31, a lower clamping plate 32, and a second member plate 33. The upper clamping plate 31 and the lower clamping plate 32 are parallel to each other, and the shapes of the upper clamping plate 31 and the lower clamping plate 32 are matched. The second member plate 33 is perpendicular to the upper plate 31, the upper surface of the second member plate 33 is welded to the lower surface of the upper plate 31, and the lower surface of the second member plate 33 is welded to the upper surface of the lower plate 32, so that the second truss 3 has an H-shaped cross section.

The bottom end of the second member plate 33 is mounted between the second reinforcing plate 14 and the upper mounting plate 21. The bottom end of the second member plate 33 is opened with a first connecting surface 331 and a second connecting surface 332, the first connecting surface 331 is parallel to the upper mounting plate 21, and the second connecting surface 332 is parallel to the second reinforcing plate 14. The first connecting surface 331 is welded to the upper surface of the upper mounting plate 21, and the second connecting surface 332 is welded to the side of the second reinforcing plate 14 away from the wing plate 11.

The bottom end of the upper clamp plate 31 is provided with a first arc portion 311, and the first arc portion 311 extends in a direction approaching the second reinforcing plate 14 and is welded to the second reinforcing plate 14. The bottom end of the lower clamping plate 32 is provided with a second arc-shaped part 321, and the second arc-shaped part 321 extends in a direction approaching to the upper surface of the upper mounting plate 21 and is welded with the upper surface of the upper mounting plate 21, so that the second truss 3 is integrally fixed relatively.

Two second ribs 34 are welded to both sides of the second member plate 33, the second ribs 34 are arranged in the vertical direction, and the second ribs 34 are perpendicular to the second member plate 33. The upper surface of the second rib 34 is welded to the upper plate 31 on the side close to the lower plate 32, and the lower surface of the second rib 34 is welded to the upper surface of the upper mounting plate 21.

The implementation principle of the embodiment is as follows: the first reinforcing plate 13 and the second reinforcing plate 14 seal the installation inner cavity 15, so that the section of the joint of the steel column 1 in the core cylinder is box-shaped. The steel skeleton column 1 in the core tube fixes the first truss 2 through the first reinforcing plate 13, the second reinforcing plate 14 fixes the second truss 3, and fixes the fourth truss 5 through the first reinforcing plate 55, so that each truss is installed outside the installation inner cavity 15, and narrow cavities formed between the internal structure of each truss and the installation inner cavity 15 are reduced. When a user carries out concrete pouring on the steel rib column 1 in the core tube, the phenomenon that concrete is not easy to tamp in a narrow cavity to form the cavity is avoided, and therefore construction quality is improved.

Go up mounting panel 21 and be provided with first extension 211, can leave the space in the both sides of lower plate 32, the reinforcing is gone up mounting panel 21 and is to the adaptability of different width framework plates, and the user can design different width or the lower plate 32 of extending direction according to actual conditions.

The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims

1. The utility model provides a connection structure of super high-rise building truss and type steelframe, includes steel skeleton post (1), first truss (2), second truss (3), third truss (4) and fourth truss (5) in the core section of thick bamboo, first truss (2), second truss (3), third truss (4) and fourth truss (5) me install on steel skeleton post (1) in the core section of thick bamboo its characterized in that: steel skeleton post (1) includes two pterygoid lamina (11) and a web (12) in the core section of thick bamboo, two pterygoid lamina (11) with form installation inner chamber (15) between web (12), two be provided with between pterygoid lamina (11) with first reinforcing plate (13) that installation inner chamber (15) correspond, first truss (2) with first reinforcing plate (13) are connected, first reinforcing plate (13) are provided with first gusset plate (55), first gusset plate (55) with fourth truss (5) are connected, two be provided with between pterygoid lamina (11) with second reinforcing plate (14) that installation inner chamber (15) correspond, second reinforcing plate (14) connect in the top of first reinforcing plate (13), second reinforcing plate (14) with second truss (3) are connected.

2. The connection structure of the super high-rise building truss and the profile steel frame according to claim 1, wherein: the first truss (2) comprises an upper mounting plate (21), a lower mounting plate (22) corresponding to the upper mounting plate (21) and a first member plate (23), both ends of the first member plate (23) are respectively connected to the upper mounting plate (21) and the lower mounting plate (22), the upper mounting plate (21), the first member plate (23) and the lower mounting plate (22) are all connected with the first reinforcing plate (13), the second truss (3) comprises an upper clamping plate (31), a lower clamping plate (32) corresponding to the upper clamping plate (31) and a second member plate (33), both ends of the second member plate (33) are respectively connected to the upper clamping plate (31) and the lower clamping plate (32), the upper clamping plate (31) and the second member plate (33) are connected to the second reinforcing plate (14), the lower clamping plate (32) is connected to the upper mounting plate (21), one end of the upper mounting plate (21) close to the lower clamping plate (32) is provided with a first extending part (211).

3. The connection structure of the super high-rise building truss and the profile steel frame according to claim 2, wherein: the fourth truss (5) comprises an upper connecting plate (51), a lower connecting plate (52) corresponding to the upper connecting plate (51) and a fourth member plate (53), two ends of the fourth member plate (53) are respectively connected to the upper connecting plate (51) and the lower connecting plate (52), the upper connecting plate (51) is connected with the first extending portion (211), the fourth member plate (53) is connected with the first reinforcing plate (55), and a second reinforcing plate (56) used for connecting the lower connecting plate (52) is arranged at the bottom of the first reinforcing plate (55).

4. The connection structure of the super high-rise building truss and the profile steel frame according to claim 3, wherein: the first reinforcing plate (55) is provided with a clamping groove (551), the clamping groove (551) corresponds to the fourth member plate (53), and a reinforcing bolt (552) for fixing the fourth member plate (53) penetrates through the clamping groove (551).

5. The connection structure of the super high-rise building truss and the profile steel frame according to claim 3, wherein: the wing plate (11) is connected with an installation seat (6) corresponding to the third truss (4), the installation seat (6) is provided with a third ribbed plate (44), and the third ribbed plate (44) is connected with the second reinforcing plate (56).

6. The connection structure of the super high-rise building truss and the profile steel frame according to claim 5, wherein: a first rib plate (24) is connected between the upper mounting plate (21) and the lower mounting plate (22), and the first rib plate (24) is connected with one side, away from the first rib plate (24), of the second reinforcing plate (56).

7. The connection structure of the super high-rise building truss and the profile steel frame according to claim 6, wherein: mount pad (6) include last locating plate (61), correspond to lower locating plate (62) and backup pad (63) of last locating plate (61), the both ends of backup pad (63) connect respectively in go up locating plate (61) with lower locating plate (62), go up locating plate (61) with go up mounting panel (21) integrated into one piece, down locating plate (62) with mounting panel (22) integrated into one piece down.

8. The connection structure of the super high-rise building truss and the profile steel frame according to claim 7, wherein: the middle part of the first ribbed plate (24) is provided with a first yielding port corresponding to the first component plate (23), and the middle part of the third ribbed plate (44) is provided with a third yielding port corresponding to the support plate (63).

9. The connection structure of the super high-rise building truss and the profile steel frame according to claim 3, wherein: and two sides of the second component plate (33) are connected with second ribbed plates (34), and two ends of each second ribbed plate (34) are respectively connected to the upper clamping plate (31) and the upper mounting plate (21).