CN210887777U - Corner post structure in special-shaped box of super high-rise building reinforced layer - Google Patents
Corner post structure in special-shaped box of super high-rise building reinforced layer Download PDFInfo
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- CN210887777U CN210887777U CN201921161532.8U CN201921161532U CN210887777U CN 210887777 U CN210887777 U CN 210887777U CN 201921161532 U CN201921161532 U CN 201921161532U CN 210887777 U CN210887777 U CN 210887777U
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Abstract
The utility model discloses a corner post structure in a special-shaped box of a super high-rise building reinforcing layer, which comprises two cross-shaped through plates, a long H-shaped bracket and a short H-shaped bracket; the cross through plates comprise corner column flange plates, long bracket flange plates distributed on one sides of the corner column flange plates and short bracket flange plates distributed on the other sides of the corner column flange plates, and the two cross through plates are vertically distributed at intervals and are opposite to each other in position; two main webs are arranged between the corner column flange plates of the two cross through plates, the length directions of the two main webs are consistent with the length direction of the corner column flange plates and are respectively close to the two sides of the corner column flange plates, and the upper side and the lower side of each main web are respectively welded with the corner column flange plates of the two cross through plates; be equipped with a plurality of baffles between two long bracket flange boards, both sides weld with the long bracket flange board that two cross lead to the board respectively about the baffle, are equipped with a plurality of bracket webs between two short bracket flange boards, and both sides weld with the short bracket flange board that two cross lead to the board respectively about the bracket web.
Description
Technical Field
The utility model relates to a technical field of building construction articles for use, concretely relates to corner post structure in heterotypic case of super high-rise building enhancement layer.
Background
With the vigorous development of steel structure buildings in China, super high-rise buildings are gradually developed towards function diversification and structure complication, and more high-rise buildings need lateral force resisting structure systems such as an outer frame, a core barrel and a reinforced layer outrigger truss to meet the structural design requirements. The reinforcing layer is arranged in the high-rise building, so that the requirement of the plane function of the building can be met, and the requirements of the strength, stability, displacement and ductility of the structure can be met. Wherein, the outer frame and the core tube are connected by the cantilever structure, the structural integrity is enhanced, the space integral function is fully exerted, and the integral lateral stiffness of the structure is further enhanced.
In the work progress, the inner ring truss and the outer loop truss of a core section of thick bamboo are connected through outrigger truss, and wherein, the corner post of 1 core section of thick bamboo is connected with the truss of 4 orientations, and a corner post is connected with 4 independent brackets promptly, and its connected node forms box structure, traditional node preparation method: firstly, the corner post flange plate and 4 independent box brackets of processing corner post, secondly, 4 corner post equipment rhombus box structure, will have 1 welding seam on every corner post, and finally, weld 2 brackets on every corner post, make 2 more welding seams on every corner post, like this, just make 3 welding seams on every corner post, and rhombus box structure has 4 corner posts, consequently, traditional node manufacturing method just needs 12 welding seams to weld, just so cause the node process time of whole box structure to increase, and simultaneously, manpower and materials have still been increased.
SUMMERY OF THE UTILITY MODEL
The above-mentioned not enough to prior art exists, the utility model aims to provide a processing is more convenient, can improve the machining efficiency of abnormal shape case middle corner post effectively, reduces the processing cost of abnormal shape case middle corner post, improves the abnormal shape case in the abnormal shape case of abnormal shape case middle corner post structural strength's super high-rise building enhancement layer corner post structure.
In order to solve the technical problem, the utility model discloses a following technical scheme:
a corner post structure in a special-shaped box of a super high-rise building reinforcement layer comprises two cross-shaped through plates, a long H-shaped bracket and a short H-shaped bracket; the cross through plates comprise corner column flange plates, long bracket flange plates distributed on one sides of the corner column flange plates and short bracket flange plates distributed on the other sides of the corner column flange plates, and the two cross through plates are distributed at intervals up and down and are opposite in position; two main webs are arranged between the corner column flange plates of the two cross through plates, the length directions of the two main webs are consistent with the length direction of the corner column flange plates and are respectively close to the two sides of the corner column flange plates, and the upper side and the lower side of each main web are respectively welded with the corner column flange plates of the two cross through plates;
a plurality of partition plates are arranged between the two long corbel flange plates, the upper side and the lower side of each partition plate are respectively welded with the long corbel flange plates of the two cross-shaped through plates, a plurality of corbel webs are arranged between the two short corbel flange plates, and the upper side and the lower side of each corbel web are respectively welded with the short corbel flange plates of the two cross-shaped through plates; the long H-shaped bracket is welded on the upper side of the upper cross through plate of the two cross through plates, and the short H-shaped bracket is welded on the lower side of the lower cross through plate of the two cross through plates.
The utility model discloses a whole board unloading forms the cross logical board to diagonal angle post flange board and long bracket flange board and short bracket flange board, independent long H shape bracket and short H shape bracket are reinstalled in the both sides of cross logical board, 1 corner post flange board +4 independent brackets among the prior art are about to, optimize 2 bracket flange boards and corner post flange board integrated configuration + 2H shape brackets, 4 reducible welding seams, can improve the processing work efficiency of box structure node effectively, reduce the processing cost of box structure node, improve box structural strength.
Further, corner post flange plate is equipped with the line of bending with the junction of long bracket flange plate and short bracket flange plate, long bracket flange plate and short bracket flange plate are followed the bend line is buckled with the same side direction of corner post flange plate, and the direction of buckling of long bracket flange plate and short bracket flange plate on two cross lead to boards is the same.
Further, the long H-shaped bracket and the short H-shaped bracket are inclined towards the flange plate of the short bracket.
Further, the inclination angle of the long H-shaped bracket and the short H-shaped bracket is 15-30 degrees.
Furthermore, a welding groove is arranged at the butt joint of the main web plate and the corner column flange plate. The welding groove is arranged for ensuring the welding degree of the main web plate and the corner column flange plate when the main web plate and the corner column flange plate are welded.
Further, the bending angle of the long bracket flange plate and the short bracket flange plate is 30-60 degrees. And a bending machine or a bending device is adopted to bend the cross-shaped through plate on a bending line, the bending process needs a small amount of bending and a plurality of times, and the bending angle is 30-60 degrees so as to meet the design requirement.
Furthermore, first reinforcing rib plates for limiting the short H-shaped bracket are welded on two sides of the short H-shaped bracket. The first reinforcing rib plate plays a role in supporting the short H-shaped bracket.
Furthermore, second reinforcing rib plates for limiting the long H-shaped bracket are welded on two sides of the long H-shaped bracket. The second reinforcing rib plate plays a role in supporting the long H-shaped bracket.
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model discloses an optimize, with the whole unloading of the bracket flange board and the corner post flange board of 2 directions wherein, form 2 cross logical boards, to the cross logical board go through two bracket flange boards on the board and the connecting wire of corner post flange board equipment after bending according to the design angle, 4 reducible welding seams improve the machining efficiency of corner post in the abnormal shape case, reduce the processing cost of corner post in the abnormal shape case, improve the corner post structural strength in the abnormal shape case, economic benefits is good.
Drawings
Fig. 1 is a schematic view of the through plate of the corner post structure in the special-shaped box of the super high-rise building reinforced layer.
Fig. 2 is the structural schematic diagram of the corner post structure in the special-shaped box of the super high-rise building reinforced layer of the utility model.
In the figure: the novel bracket comprises a cross through plate 1, a corner post flange plate 2, a bending line 4, a short bracket flange plate 5, a long bracket flange plate 6, a partition plate 7, a main web plate 8, a welding groove 9, a short H-shaped bracket 10, a first reinforcing rib plate 11, a second reinforcing rib plate 12, a long H-shaped bracket 13 and a bracket web plate 14.
Detailed Description
The present invention will be further explained with reference to the drawings and examples.
In this embodiment: referring to fig. 1 and 2, the corner post structure in the special-shaped box of the super high-rise building reinforcement layer comprises two cross-shaped through plates 1, a long H-shaped bracket 13 and a short H-shaped bracket 10; the cross-shaped through plate 1 comprises a corner post flange plate 2, a long bracket flange plate 6 distributed on one side of the corner post flange plate 2 and a short bracket flange plate 5 distributed on the other side of the corner post flange plate 2, the two cross-shaped through plates 1 are distributed at intervals from top to bottom, the positions of the two cross-shaped through plates are right opposite, and planes of the two cross-shaped through plates 1 are parallel to each other.
Be provided with two main webs 8 between the corner post flange board 2 of two cross logical boards 1, the length direction of two main webs 8 is unanimous with the length direction of corner post flange board 2, and be close to the both sides of corner post flange board 2 respectively, main web 8 is equipped with welding groove 9 with 2 butt joint departments of corner post flange board, it is when welding main web 8 and corner post flange board 2 to set up welding groove 9, guarantee the welding degree of main web 8 and corner post flange board 2, the upper and lower both sides of main web 8 weld with two cross logical board 1's corner post flange board 2 respectively.
Be equipped with a plurality of baffles 7 between two long bracket flange boards 6, both sides weld with two cross long bracket flange boards 6 that lead to board 1 respectively about baffle 7, are equipped with a plurality of bracket webs 14 between two short bracket flange boards 5, and both sides weld with two cross short bracket flange boards 5 that lead to board 1 respectively about the bracket web 14.
The long H-shaped bracket 13 is welded on the upper side of the cross-shaped through plate 1 above the two cross-shaped through plates 1, the short H-shaped bracket 10 is welded on the lower side of the cross-shaped through plate 1 below the two cross-shaped through plates 1, the long H-shaped bracket 13 and the short H-shaped bracket 10 are inclined towards the 5 directions of the short bracket flange plate, wherein the inclination angles of the long H-shaped bracket 13 and the short H-shaped bracket 10 are 15-30 degrees, the two sides of the short H-shaped bracket 10 are welded with first reinforcing rib plates 11 limiting the short H-shaped bracket 10, and the two sides of the long H-shaped bracket 13 are welded with second reinforcing rib plates 12 limiting the long H-shaped bracket 13.
The first reinforcing rib plate 11 is used for limiting the position of the short H-shaped bracket 10, and in addition, the first reinforcing rib plate 11 can limit the position of the short H-shaped bracket 10 and also plays a role in supporting the short H-shaped bracket 10; the second rib plates 12 are used for limiting the position of the long H-shaped corbel 13, and in addition, the second rib plates 12 can limit the position of the long H-shaped corbel 13 and also play a supporting role for the long H-shaped corbel 13.
The corner post flange plate 2 is equipped with the line 4 of bending with the junction of long bracket flange plate 6 and short bracket flange plate 5, and 4 departments of bending are bent long bracket flange plate 6 and short bracket flange plate 5 along its length direction for long bracket flange plate 6 and short bracket flange plate 5 are buckled to the same one side direction of corner post flange plate 2. The bending angle of the bracket flange plate is 30-60 degrees, the cross-shaped through plate 1 is bent on a bending line 4 by adopting a bending machine or a bending device, the bending process needs a small amount of times, and the bending angle is 30-60 degrees so as to meet the design requirement.
The utility model discloses a cross logical board 1 of the whole board unloading of diagonal column flange board 2 and long bracket flange board 6 and short bracket flange board 5 is buckled, two cross logical boards 1 form wholly, install independent long H shape bracket 13 and short H shape bracket 10 again in cross logical board 1's both sides, be about to 1 corner column flange board 2+4 independent H shape bracket among the prior art, optimize 2 bracket flange boards and 2 integrated configuration of corner column flange board + 2H shape brackets, reducible 4 welding seams, the machining efficiency of corner column in the improvement abnormal shape case, reduce the processing cost of corner column in the abnormal shape case, improve the structural strength of corner column in the abnormal shape case, and economic benefits is good.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the technical solutions, and those skilled in the art should understand that those modifications or equivalent substitutions can be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all should be covered in the scope of the claims of the present invention.
Claims (8)
1. A corner post structure in a special-shaped box of a super high-rise building reinforcement layer is characterized by comprising two cross-shaped through plates, a long H-shaped bracket and a short H-shaped bracket; the cross through plates comprise corner column flange plates, long bracket flange plates distributed on one sides of the corner column flange plates and short bracket flange plates distributed on the other sides of the corner column flange plates, and the two cross through plates are distributed at intervals up and down and are opposite in position; two main webs are arranged between the corner column flange plates of the two cross through plates, the length directions of the two main webs are consistent with the length direction of the corner column flange plates and are respectively close to the two sides of the corner column flange plates, and the upper side and the lower side of each main web are respectively welded with the corner column flange plates of the two cross through plates;
a plurality of partition plates are arranged between the two long corbel flange plates, the upper side and the lower side of each partition plate are respectively welded with the long corbel flange plates of the two cross-shaped through plates, a plurality of corbel webs are arranged between the two short corbel flange plates, and the upper side and the lower side of each corbel web are respectively welded with the short corbel flange plates of the two cross-shaped through plates; the long H-shaped bracket is welded on the upper side of the upper cross through plate of the two cross through plates, and the short H-shaped bracket is welded on the lower side of the lower cross through plate of the two cross through plates.
2. The corner post structure in the special-shaped box of the super high-rise building reinforcing layer as claimed in claim 1, wherein the joint of the corner post flange plate and the long and short bracket flange plates is provided with a bending line, the long and short bracket flange plates are bent along the bending line to the same side direction of the corner post flange plate, and the bending directions of the long and short bracket flange plates on the two cross-shaped through plates are the same.
3. The corner post structure in a profile box of a super high-rise building reinforcement according to claim 1, wherein the long H-shaped bracket and the short H-shaped bracket are each inclined toward the short bracket flange plate.
4. The corner post structure in a profile box of a super high-rise building reinforcement according to claim 3, wherein the inclination angle of the long H-shaped bracket and the short H-shaped bracket is 15 ° to 30 °.
5. The corner post structure in the special-shaped box of the super high-rise building reinforcing layer according to claim 1, wherein a welding groove is formed at the butt joint of the main web and the corner post flange plate.
6. The corner post structure in a profile box of a super high-rise building reinforcement layer according to claim 2, wherein the folding angle of the long and short leg flange plates is 30 ° to 60 °.
7. The corner post structure in the special-shaped box of the super high-rise building reinforcement layer according to claim 1, characterized in that first reinforcement plates for limiting the short H-shaped bracket are welded on two sides of the short H-shaped bracket.
8. The corner post structure in the special-shaped box of the super high-rise building reinforcement layer according to claim 1, wherein second reinforcement plates for limiting the long H-shaped bracket are welded to two sides of the long H-shaped bracket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921161532.8U CN210887777U (en) | 2019-07-23 | 2019-07-23 | Corner post structure in special-shaped box of super high-rise building reinforced layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921161532.8U CN210887777U (en) | 2019-07-23 | 2019-07-23 | Corner post structure in special-shaped box of super high-rise building reinforced layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210887777U true CN210887777U (en) | 2020-06-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921161532.8U Active CN210887777U (en) | 2019-07-23 | 2019-07-23 | Corner post structure in special-shaped box of super high-rise building reinforced layer |
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| Country | Link |
|---|---|
| CN (1) | CN210887777U (en) |
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2019
- 2019-07-23 CN CN201921161532.8U patent/CN210887777U/en active Active
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