CN210395657U - Variable-cross-section honeycomb-shaped bundling cylinder group super high-rise cable tower structure system - Google Patents
Variable-cross-section honeycomb-shaped bundling cylinder group super high-rise cable tower structure system Download PDFInfo
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- CN210395657U CN210395657U CN201920489142.7U CN201920489142U CN210395657U CN 210395657 U CN210395657 U CN 210395657U CN 201920489142 U CN201920489142 U CN 201920489142U CN 210395657 U CN210395657 U CN 210395657U
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Abstract
Aiming at the requirements of a kilometer-grade super high-rise building structure, a variable-section honeycomb-shaped bundling cylinder group super high-rise cable tower structure system is provided by using the modeling of a rich bamboo tower bonsai for reference. The honeycomb cluster is arranged with a plurality of hexagonal huge cylinder middle tube structure units to form a cylindrical cluster cylinder group segment, and the number of hexagonal huge cylinder middle tube structure units is gradually reduced along with the increase of the building height to form a peak-shaped novel super high-rise tower structure system. The top of each cylindrical segment is provided with a conversion layer thick plate, the integrity of the tower structure is improved, and a single-blade hyperboloid inhaul cable system is arranged between the conversion layer thick plates of the pagoda-shaped variable-section ultrahigh-rise tower segments by utilizing the straight line property of the single-blade hyperboloid, so that the wind resistance and the shock resistance of the ultrahigh-rise tower structure are further improved. The honeycomb-shaped bundling barrel group tower structure is built by adopting the hexagonal double steel tube concrete giant columns and the grid tube type double steel plate concrete shear walls, and has the advantages of high structural rigidity, good wind resistance stability, strong shock resistance and the like.
Description
Technical Field
The utility model relates to a building structure engineering field relates to a super high-rise building structure system, especially relates to a honeycomb bundling tube crowd super high-rise cable tower structure system of variable cross section.
Background
Super high-rise buildings are used as crystals of modern building technologies to improve urban and national images, and tall buildings are always important means for people to show and develop achievements. The super high-rise building is located in the center of a city, has outstanding shape and strong visual effect, and is often used as a name card of the city and the country.
The super high-rise building bears huge wind load and earthquake load, the selection and the composition of a lateral force resisting structure system of the super high-rise building become the primary consideration and decision-making key points of the structural design of the high-rise building, a reasonable structure system is selected according to the requirements of the using function of the building, the building height, the earthquake fortification intensity and the like, and the structural design of the super high-rise building conforms to the earthquake-proof design principle of high axial-pressure ratio, high ductility, strong shear, weak bending and thin wall thickness.
The kilometer-level super high-rise building must have good wind-resistant body, must have strong horizontal lateral stiffness and excellent earthquake-resistant ductility, and the existing structural system is difficult to simultaneously meet the requirements of both structural arrangement and building functions of the kilometer-level super high-rise building. The engineering industry is eagerly expecting that super high-rise building structure system can have great innovation, needs an economic reasonable novel system of super high-rise building structure urgently, builds kilometer level super high-rise building structure.
By using the modeling of rich and honour bamboo tower potted landscape, to the super high-rise building structure demand of kilometer level, with a plurality of huge section of thick bamboo center section of thick bamboo structural unit bunches of groups of a plurality of hexagons together, form cylindric section of thick bamboo crowd's festival of a cluster, along with the increase of building height, reduce the huge section of thick bamboo center section of thick bamboo structural unit's of a hexagon quantity gradually, a plurality of cylindric sections constitute the novel super high-rise structure system of pagoda form. The top of each cylindrical segment is provided with a conversion layer thick plate to increase the structural integrity of the tower, and a single-blade hyperboloid space cable is arranged between the conversion layer thick plates to form a variable-section honeycomb bundling tube group super high-rise cable tower structure system so as to build a 1000-meter super high-rise building structure.
SUMMERY OF THE UTILITY MODEL
The technical problem is as follows: the utility model provides a structural rigidity is big, the facade molding is abundant, the straight sharp cable of pulling out, it is succinct stable, wind-resistant stability can be good and shock resistance is strong the honeycomb bunched cylinder crowd superelevation layer cable tower structure system of variable cross section, borrow the rich and honour bamboo tower potted landscape molding for reference, a plurality of hexagon section of thick bamboo mesostructure units are arranged in honeycomb bunches, along with the increase of building height, reduce the quantity of a hexagon section of thick bamboo mesostructure unit gradually, constitute multisection pagoda column structure system, set up single leaf hyperboloid space cable between tower section of thick bamboo conversion layer thick plate, further improve superelevation layer tower structure's wind-resistant and shock resistance, can be used to the super high-rise building structure of 1000 meters level.
The technical scheme is as follows: the utility model discloses a honeycomb bundling section of thick bamboo crowd superelevation layer cable tower structure system of variable cross section, including a section of thick bamboo constitutional unit and single-leaf hyperboloid space cable system in the huge section of thick bamboo of hexagon, its characterized in that: the hexagonal huge cylinder middle cylinder structure unit is composed of a hexagonal outer cylinder structure and a hexagonal core cylinder structure, the hexagonal outer cylinder structure is composed of six hexagonal steel pipe concrete huge columns which are uniformly distributed along the circumference, grid pipe type double-steel-plate concrete combined shear walls and huge frame beams, the grid pipe type double-steel-plate concrete combined shear walls are arranged between the huge columns, a plurality of hexagonal huge cylinder middle cylinder structure units are arranged in a honeycomb cluster to form a cylindrical cluster cylinder group section, the number of the hexagonal huge cylinder middle cylinder structure units is gradually reduced along with the increase of the height of a tower, the huge ring beams are arranged on the periphery of the honeycomb cluster cylinder system, a structure conversion layer thick plate is arranged at the top of the hexagonal cluster cylinder group section, and a single-leaf hyperboloid space inhaul cable system is arranged between the conversion layer thick plates.
The hexagonal concrete-filled steel tube giant column is composed of a hexagonal outer-sleeved steel tube, a built-in circular steel tube, connecting steel plates and in-tube concrete, wherein the built-in circular steel tube is placed in the hexagonal outer-sleeved steel tube, the six connecting steel plates are welded between the hexagonal outer-sleeved steel tube and the built-in circular steel tube in the diagonal direction of the hexagonal outer-sleeved steel tube, and the in-tube concrete is filled in a cavity to form the hexagonal concrete-filled steel tube giant column.
The grid tube type double-steel-plate concrete combined shear wall is composed of double-layer steel plates, a corrugated steel plate, channel steel end columns and concrete fillers, wherein the corrugated steel plate is arranged in the middle of the double-layer steel plates, the channel steel end columns are arranged at two ends of the double-layer steel plates, the three are welded firmly to form a long strip-shaped grid tube type wallboard with a cavity, the concrete fillers are poured into the cavity of the grid tube type wallboard, and the grid tube type double-steel-plate concrete combined shear wall is formed.
The utility model also provides a construction method of honeycomb bundling tube crowd superelevation layer cable tower structure system of variable cross section, this method includes following step:
the method comprises the following steps: according to design requirements, prefabricating a hexagonal steel tube concrete giant column and a grid tube type double-steel-plate concrete combined shear wall in a factory;
step two: constructing hexagonal core cylinder structures on site, uniformly distributing the hexagonal core cylinder structures along the circumference, constructing hexagonal steel pipe concrete giant columns, arranging grid pipe type double-steel-plate concrete combined shear walls and giant frame beams between the giant columns to form a hexagonal outer cylinder structure, pouring a floor slab, and enabling the hexagonal outer cylinder structure and the hexagonal core cylinder structures to cooperatively work to form a hexagonal giant cylinder-in-cylinder structural unit;
step three: arranging a plurality of hexagonal huge cylinder middle cylinder structure units in a honeycomb cluster to form a cylindrical cluster cylinder group, arranging huge ring beams at the periphery of the honeycomb cluster cylinder, pouring a conversion layer thick plate at the top of a pagoda-shaped cluster cylinder segment, and gradually reducing the number of the hexagonal huge cylinder middle cylinder structure units along with the increase of the tower height to form a pagoda-shaped super high-rise structure system;
step four: a single-leaf hyperboloid space inhaul cable system is arranged between thick plates of a conversion layer, external prestress wind-resistant inhaul cables are tensioned, the wind resistance and the shock resistance of the super high-rise tower structure are further improved, a variable-section honeycomb-shaped bundling cylinder group super high-rise cable tower structure system with the single-leaf hyperboloid inhaul cables is formed, internal sub-frame structure construction is carried out, and a 1000-meter super high-rise building structure is built.
The super high-rise tower structure system with the honeycomb-shaped cluster arrangement hexagonal cylinder bodies is formed by a plurality of cylindrical sections, has good wind-resistant body, gradually reduces the number of hexagonal cylinder body structure units along with the increase of building height, forms a pagoda-shaped structure, is favorable for reducing windward area, reduces wind pressure, and can control the structure side shift under the wind load effect within a certain range.
A hexagonal giant cylinder-in-cylinder structure unit is adopted in the novel super high-rise structure system, so that the novel super high-rise structure system bears vertical huge pressure and meets the requirement of axial pressure ratio, and more than 85% of earthquake shear force or wind load is borne horizontally; the external part adopts a hexagonal frame cylinder structure unit consisting of a huge frame with oblique support and a core cylinder, thereby meeting the lighting requirement of the super high-rise building. The building is provided with the secondary frame, so that the use space can be flexibly arranged, and the requirements of the structural arrangement and the building function of the kilometer-level super-high layer are met.
The barrel shear wall adopts a grid type double-steel-plate concrete combined shear wall structure, has the advantages of high structural rigidity, high industrialization degree, convenience in construction, strong buckling resistance, high yield load, shock resistance, ductility and energy consumption capacity, and can ensure that a kilometre-level high-rise building structure bears huge vertical load and horizontal load. The giant frame column is a hexagonal giant column, a hexagonal frame cylinder structure can be conveniently formed, round steel pipes and connecting steel plates are arranged in the hexagonal steel pipes, and the hexagonal giant column has good bearing capacity and good earthquake-resistant ductility due to the double steel pipe concrete combined structure.
By utilizing the straight grain characteristic of the single-sheet double curved surface, a single-sheet double curved surface inhaul cable system is arranged between the sections of the pagoda-shaped huge frame cylinder structure, a space cross inhaul cable net system is constructed, the horizontal rigidity of the pagoda-shaped huge frame cylinder structure is improved, and the wind resistance and the shock resistance can be greatly improved.
Has the advantages that: the utility model discloses a honeycomb bundling section of thick bamboo crowd superelevation layer cable tower structure system of variable cross section has following beneficial effect:
the 1000-meter-level high-rise building structure bears huge vertical load and horizontal load, must have a firm structure system like a mountain, and must have a building wind-resistant body with a good cylindrical shape. Imitating a rich bamboo tower bonsai modeling structure, bundling a plurality of hexagonal cylinder structure units together according to a honeycomb shape to form a pagoda-shaped novel structure system, arranging a stiffening rib transition layer and a single-leaf hyperboloid space cable to enhance the structural integrity, forming a variable cross-section honeycomb bundling cylinder group super high-rise cable tower structure system, and having a good building wind-resistant shape and a firm structural framework which is the same as a mountain.
Most of the existing super high-rise building structures are giant frame-core tube structure systems, the giant frame structures are adopted outside the super high-rise building structures, reinforced concrete shear wall core tube structures are adopted inside the super high-rise building structures, the super high-rise building structures are generally used for 600-700 m super high-rise buildings, the horizontal rigidity of the giant frame core tube super high-rise structure systems is insufficient along with further increase of building height, structural displacement under the action of horizontal wind load is too large, normal operation of an elevator is affected, swinging acceleration of a building is too large, and normal office use of tower buildings of the super high-rise building is affected. The variable cross-section honeycomb bundling cylinder group super high-rise cable tower structure system bundles a plurality of hexagonal cylinder middle cylinder structure units together to form a bundling cylinder group, so that the horizontal structural rigidity of a building is greatly improved, single-leaf hyperboloid external space cables are arranged among tower segments to further enhance the lateral structural rigidity, and the structural displacement under the action of wind load can be greatly reduced.
In order to form a pagoda-shaped outer vertical surface model, the floor plane of a building is gradually reduced along with an inclined outer vertical surface in the conventional giant frame-reinforced concrete shear wall core tube super high-rise building structure, and a giant frame inclined column structure is adopted, so that the construction is difficult, and the function arrangement of the building plane is difficult. Variable cross section honeycomb bundling cylinder group super high-rise cable tower structure system, borrow the rich and honour bamboo tower potted landscape molding for reference, honeycomb is tied in a bundle and is arranged a plurality of hexagon huge section of thick bamboo structure unit that possess independent building function and be in the same place, form cylindric bundling cylinder group segment, along with the increase of building height, reduce the quantity of a section of thick bamboo structure unit in the huge section of thick bamboo of hexagon gradually, a plurality of cylindric segments constitute the novel super high-rise structure system of pagoda form, the building facade molding is abundant, the tall and straight line rope of acting as go-between, it is succinctly stable, the building plane function is arranged in a flexible way.
The existing super high-rise structure of the bundling cylinder is basically formed by bundling a plurality of square cylinders together, an outer cylinder structure usually adopts a dense frame beam column frame cylinder structure, dense column beam construction is difficult, building lighting and ventilation are poor, the number of square cylinder structure units is gradually reduced along with the increase of building height, the building appearance becomes complicated and irregular, and wind resistance is not beneficial to wind resistance due to poor wind resistance; the variable cross-section honeycomb bundling cylinder group super high-rise cable tower structure system is a cylinder in a honeycomb bundling arrangement hexagonal cylinder, cylindrical bundling cylinder group segments are formed, the number of structural unit structural units of the cylinder in a hexagonal huge cylinder is gradually reduced along with the increase of building height, a plurality of cylindrical segments form a pagoda-shaped novel super high-rise structure system, the wind resistance body is good, the wind load reduction is facilitated, the control of the structure side shift under the wind load action is facilitated within a certain range, the hexagonal huge cylinder structural units in the cylinder are adopted inside the variable cross-section honeycomb bundling cylinder group super high-rise cable tower structure system, the huge vertical load and the horizontal load of a super high-rise building are born, the hexagonal frame cylinder structural units formed by a huge frame and a core cylinder are adopted outside, and the lighting and ventilation requirements of the super high-rise building can be met.
Most of the existing super high-rise building structures are huge frame-core tube structure systems, and the rigidity and ductility of the huge frame columns and the reinforced concrete shear wall core tubes of the combined structure are seriously unmatched, so that the anti-seismic performance of the super high-rise building structure under the action of rare earthquakes is seriously influenced. The variable cross-section honeycomb-shaped bundling cylinder group super high-rise cable tower structure system adopts a novel grid tube type double-steel-plate concrete combined shear wall core cylinder and an outer hexagon inner circular double-steel-tube concrete combined huge column, and the combined structure huge frame column and the reinforced concrete shear wall core cylinder are cooperated to work and are combined strongly, so that the problem of matching of rigidity and ductility of the combined structure huge frame column and the reinforced concrete shear wall core cylinder is solved, the novel cylinder-in-cylinder bundling cylinder group has the advantages of high structural rigidity, high compression bearing capacity, convenience in construction, high buckling resistance, high yield load, good shock ductility, good energy consumption performance and the like, the novel super high-rise tower structure can be guaranteed to resist huge vertical load and horizontal load, and the shock ductility requirement can be guaranteed.
A kilometer-grade super high-rise building structure tower is a high-rise structure, and in order to further improve the wind resistance, external prestressed wind-resistant inhaul cables can be arranged in sections, so that the overturning moment is reduced, and the displacement effect under the action of wind load is reduced. By utilizing the straight grain characteristic of the single-sheet hyperboloid, a single-sheet hyperboloid inhaul cable system is arranged between the pagoda-shaped huge frame-cylinder structure segments to construct a space crossed inhaul cable net system, so that the wind resistance and the shock resistance are greatly improved.
By using the modeling of the rich and honour bamboo tower bonsai, a plurality of hexagonal tube-in-tube structure units are bunched together, and along with the increase of the building height, the number of the hexagonal tube-in-tube structure units is gradually reduced, so that a pagoda-shaped novel structure system is formed. By utilizing the straight grain property of the single-sheet hyperboloid, a single-sheet hyperboloid inhaul cable system is arranged between the pagoda-shaped giant frame cylinder structure segments to form a honeycomb tower-shaped giant bundling cylinder super high-rise structure with the single-sheet hyperboloid inhaul cables. The novel super high-rise structure system has the advantages of high structural rigidity, rich vertical surface modeling, stiff and straight rope, simplicity, stability, good wind resistance, good shock resistance, convenience in construction and the like, and can be used for building 1000-meter super high-rise towers.
Drawings
FIG. 1 is a schematic horizontal cross-sectional view of 7 hexagonal honeycomb collector towers of the present invention;
FIG. 2 is a schematic horizontal section of 19 hexagonal cylinder honeycomb cluster arrangement towers of the present invention;
FIG. 3 is a schematic view of the hexagonal concrete-filled steel tube giant column of FIG. 1;
FIG. 4 is a schematic view of the grid tube type double steel plate concrete composite shear wall of FIG. 1;
FIG. 5 is a three-dimensional schematic view of a single-sheet hyperboloid space cable net;
fig. 6 is a three-dimensional schematic view of a variable cross-section honeycomb bundling cylinder group super high-rise cable tower structure system of the utility model;
in the figure, 1-a hexagonal giant cylinder-in-cylinder structural unit; 11-hexagonal outer cylinder structure; 12-hexagonal core barrel configuration; 111-hexagonal steel tube concrete giant column; 112-grid pipe type double steel plate concrete combined shear wall; 113-giant frame beam; 1111-hexagon jacket steel pipe; 1112-built-in circular steel tube; 1113-connecting steel plate; 1114-concrete in pipe; 1121-double layer steel plate; 1122-corrugated steel plate; 1123-channel steel end post; 1124-concrete filler; 2-giant ring beam; 3-structural conversion layer thick plates; 4-single-sheet hyperboloid space cable system.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1-2, the utility model relates to a variable cross-section honeycomb bundling cylinder group super high-rise cable tower structure system, which comprises a hexagonal huge cylinder middle cylinder structure unit 1 and a single-leaf hyperboloid space cable system 4, wherein the hexagonal huge cylinder middle cylinder structure unit 1 is composed of a hexagonal outer cylinder structure 11 and a hexagonal core cylinder structure 12, the hexagonal outer cylinder structure 11 is composed of six hexagonal steel pipe concrete huge columns 111 uniformly distributed along the circumference, and a grid pipe type double steel plate concrete combined shear wall 112 and a huge frame beam 113 arranged between the huge columns, a plurality of hexagonal huge cylinder middle cylinder structure units 1 are arranged in a honeycomb bundling manner to form a cylindrical bundling cylinder group segment, the number of the hexagonal huge cylinder middle cylinder structure units 1 is gradually reduced along with the increase of the height of a tower, a huge ring beam 2 is arranged at the periphery of the honeycomb bundling cylinder system, a structural conversion layer thick plate 3 is arranged on the top of each pagoda-shaped huge frame-cylinder structural section, and a single-sheet hyperboloid space inhaul cable system 4 is arranged among the pagoda-shaped huge frame-cylinder structural sections to form a variable-section honeycomb-shaped bundling cylinder group ultrahigh-layer cable-tower structural system.
As shown in fig. 3, the hexagonal concrete-filled steel tube giant column 111 is formed by a hexagonal jacket steel tube 1111, an internal circular steel tube 1112, a connection steel plate 1113, and in-tube concrete 1114, the internal circular steel tube 1112 is inserted into the hexagonal jacket steel tube 1111, six connection steel plates 1113 are welded between the hexagonal jacket steel tube 1111 and the internal circular steel tube 1112 in a diagonal direction of the hexagonal jacket steel tube 1111, and the in-tube concrete 1114 is filled into a cavity, thereby forming the hexagonal concrete-filled steel tube giant column 111.
As shown in fig. 4, the grid-tube-type double-steel-plate concrete composite shear wall 112 is composed of a double-steel plate 1121, a corrugated steel plate 1122, a channel steel end column 1123 and a concrete filler 1124, the corrugated steel plate 1122 is arranged in the middle of the double-steel plate 1121, the channel steel end column 1123 is arranged at two ends of the double-steel plate 1121, the three are welded firmly to form a long strip-shaped grid tube type wall plate with a cavity, the concrete filler 1124 is poured into the cavity of the grid tube type wall plate, and the grid-tube-type double-steel-plate concrete composite shear wall 112 is formed.
Specifically, as shown in fig. 6, a 370-storey tower-shaped super high-rise building has a story height of 5 m and a total height of 1852 m, and adopts a variable cross-section honeycomb bundling tube group super high-rise cable tower structure system.
The super high-rise structure system is formed by arranging a plurality of hexagonal cylinder-in-cylinder structure honeycomb-shaped clusters together, and gradually reducing the number of hexagonal cylinder structure units along with the increase of the building height to form a pagoda-shaped building structure.
The distance between opposite sides of the tube units in each hexagonal tube in the building is 60 meters, and the distance from the bottom of the building to the top of the building is 5 sections in total. The height from the bottom of the building to the top of the skirt building is 200 meters, and the skirt building of the first section is bundled together by adopting 37 hexagonal tube-in-tube structural units. The building is a second segment from 200 meters to 900 meters, and is bundled together by using 19 cylinder structure units in hexagonal cylinders, and a 48 x 2 positive and negative crossed single-sheet hyperboloid space inhaul cable system is arranged on the periphery of the structure. The building is 900 to 1400 meters and is a third section, 7 hexagonal cylinder-in-cylinder structural units are bundled together, and a 36 x 2 positive and negative crossed single-sheet hyperboloid space inhaul cable system is adopted at the periphery of the structure. The buildings 1400 to 1800 m are fourth segments, 1 hexagonal cylinder-in-cylinder structural unit is adopted, and a 24 x 2 positive and negative crossed single-blade hyperboloid space inhaul cable system is adopted at the periphery of the structure. The building 1800 to 1852 m is the fifth segment, extending the roof with an inner core barrel.
The opposite side distance of the hexagonal outer sleeve steel tube of the hexagonal concrete-filled steel tube giant column of the building is changed from 10 meters to 6 meters, the wall thickness of the steel tube is changed from 60mm to 16mm, the diameter of the built-in circular steel tube is changed from 5 meters to 3 meters, the wall thickness of the steel tube is changed from 50mm to 12mm, the thickness of a connecting steel plate between the hexagonal outer sleeve steel tube and the circular inner steel tube is changed from 50mm to 12mm, and the hexagonal concrete-filled steel tube giant column adopts C150 concrete.
A hexagonal core tube of a building adopts a grid type double-steel-plate concrete shear wall structure, the wall thickness of a grid type double-steel-plate concrete combined shear wall is changed from 3.5 m to 0.6 m, concrete is poured by C120, the thickness of double steel plates is changed from 60mm to 16mm, and the thickness of an internal corrugated steel plate is changed from 40mm to 10 mm.
The building is provided with outrigger trusses and refuge reinforcing layers every 250 meters, and four annular landscape cabin platforms are arranged at the elevations of 100 meters, 800 meters, 1400 meters and 1900 meters.
According to the variable cross-section honeycomb bundling tube group super high-rise cable tower structure system of the building, a conversion layer thick plate is arranged at the top of each cylindrical section so as to increase the structural integrity of the tower, and a stiffening rib transition layer is arranged so as to eliminate the problem of sudden change of the rigidity of a multi-section pagoda-shaped tower along the vertical direction, so that the structural rigidity is in smooth transition.
The large ring beam of the building adopts a steel pipe concrete truss structure, the large frame cylinder adopts an X-shaped inclined support, the floor slab adopts a profiled steel plate concrete floor slab structure, a structural conversion layer thick plate is arranged at the top of a pagoda-shaped large frame cylinder structure section, and a single-leaf hyperboloid space inhaul cable system adopts 3500MPa prestressed carbon fiber cables.
Claims (1)
1. The utility model provides a honeycomb bundling tube crowd superelevation layer cable tower structure system of variable cross section, includes section of thick bamboo constitutional unit (1) and single-leaf hyperboloid space cable system (4) in the huge section of thick bamboo of hexagon, its characterized in that: the hexagonal giant cylinder-in-cylinder structural unit (1) consists of a hexagonal outer cylinder structure (11) and a hexagonal core cylinder structure (12), the hexagonal outer cylinder structure (11) is composed of six hexagonal steel pipe concrete giant columns (111) which are uniformly distributed along the circumference, grid pipe type double steel plate concrete combined shear walls (112) which are arranged among the giant columns and a giant frame beam (113), a plurality of hexagonal giant cylinder-in-cylinder structural units (1) are arranged in a honeycomb cluster to form a cylindrical cluster cylinder group segment, the number of the hexagonal giant cylinder-in-cylinder structural units (1) is gradually reduced along with the increase of the height of a tower, the periphery of the honeycomb-shaped bundling cylinder system is provided with a giant ring beam (2), the top of the pagoda-shaped bundling cylinder group segment is provided with a structural conversion layer thick plate (3), a single-sheet double-curved-surface space inhaul cable system (4) is arranged between the transfer layer thick plates (3).
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112302178A (en) * | 2020-10-28 | 2021-02-02 | 悉地国际设计顾问（深圳）有限公司 | Conical building structure and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112302178A (en) * | 2020-10-28 | 2021-02-02 | 悉地国际设计顾问（深圳）有限公司 | Conical building structure and construction method thereof |
| CN112302178B (en) * | 2020-10-28 | 2022-05-03 | 悉地国际设计顾问（深圳）有限公司 | Conical building structure and construction method thereof |
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