CN109555222A - A kind of architectural structure system - Google Patents
A kind of architectural structure system Download PDFInfo
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- CN109555222A CN109555222A CN201810866299.7A CN201810866299A CN109555222A CN 109555222 A CN109555222 A CN 109555222A CN 201810866299 A CN201810866299 A CN 201810866299A CN 109555222 A CN109555222 A CN 109555222A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional [3D] framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to technical field of buildings, provide a kind of architectural structure system, including bearing the main structure of lateral force and receiving time structure vertical load and for realizing the secondary structure of building function；Main structure includes multiple large space layer structures being stacked, large space layer structure includes multiple huge pillars, multiple crossbeams being arranged between two neighboring huge pillar and the superstructure that multiple big top ends are arranged in, multiple huge pillars, multiple crossbeams and superstructure form the space for accommodating time structure, and huge pillar, crossbeam and superstructure are assembled after being made using prefabrication system；Secondary structure includes multiple primary structure members and multiple fender members being set between two neighboring primary structure member, and multiple primary structure members are assembled between each other after being made using prefabrication system, and fender member is assemblied on primary structure member after being made using prefabrication system；Architectural structure system main structure provided by the invention and time structure stress division of labor are clear, construct, can accelerate construction progress convenient for prefabrication and assembly construction.
Description
Technical field
The invention belongs to technical field of buildings, in particular to a kind of architectural structure system.
Background technique
Country widelys popularize assembled architecture, specifies specific implementation plan, and require in reinforced concrete frame knot
It is widely applied in structure, reinforced concrete frame shear wall structure, steel construction and steel-concrete combined structure system, specifies that China is assembled
Formula architectural structure system and application field.Lightweight construction is a kind of environmental type building structure, is that current developed country uses
One of primary structure form.In China, the principles and policies built a conservation-minded society are had become using profile building lightweight construction,
However lightweight construction is only used for building low layer or tier building, space obturator function integration, systematization, standardization at present
Integrated light construction applies ground zero skyscraper, and national assembled architecture is caused to combine in high-rise steel structure, steel reinforced concrete
The Developing Extension of structure is obstructed.So proposing that one kind can be improved speed of application, guarantee standardized construction, improve prefabrication and assembly construction rate
New builing structure system be highly desirable.
Tall building structures system more mature in assembled architecture is pure steel structure, frame structure system, cuts at present
Power wall construction system, however without one kind can by space obturator function integration, systematization, standardized set at be suitable for
The structural system of skyscraper.
Summary of the invention
The purpose of the present invention is to provide a kind of architectural structure systems, high-rise to solve assembled existing in the prior art
Space obturator in building can not function integration, standardized problem.
To achieve the above object, the technical solution adopted by the present invention is that a kind of architectural structure system, including lateral force is born
With the secondary structure for realizing building function bearing time main structure of structure vertical load and being set to inside the main structure；
The main structure includes multiple large space layer structures being stacked, and the large space layer structure includes multiple big
Column, multiple crossbeams being arranged between two neighboring huge pillar and the superstructure that multiple big top ends are arranged in are multiple huge pillars, more
A crossbeam and the superstructure form the space for accommodating the secondary structure, and the huge pillar, the crossbeam and the superstructure use
Prefabrication system is assembled after being made；
The secondary structure includes multiple primary structure members and multiple is set to going along with sb. to guard him between the two neighboring primary structure member
Component, multiple primary structure members are assembled between each other after being made using prefabrication system, and the fender member uses prefabricated
Mode is assemblied on the primary structure member after being made.
Further, the inside of the large space layer structure is located or is hung on to the secondary structure.
Further, the number of plies of the large space layer structure is 3-20 layers, and every layer of layer is 6-20 meters a height of.
Further, the number of plies of the secondary structure is 2-6 layers, and every layer of layer is 2.6-3.5 meters a height of.
Further, the main structure includes the first energy consumption damping unit, and the first energy consumption damping unit includes setting
Buckling restrained brace structure between two adjacent huge pillars.
Further, the first energy consumption damping unit further includes buckling-restrained steel plate wall and/or sinker.
Further, the primary structure member of the secondary structure includes frame column and Vierendeel girder, and the secondary structure further includes second
Consume energy damping unit, and the second energy consumption damping unit includes the shock isolating pedestal for being set to the frame column bottom, the shock insulation
Support is contacted with the top surface of the superstructure.
Further, the main structure and the secondary structure are constructed using prefabricated assembled.
Further, the main structure includes frame structure, frame support structure, steel frame ductility panel structure or frame
Core wall structure.
Further, the secondary structure includes lightweight steel construction, modularization steel construction, timber structure or concrete structure.
The beneficial effect of architectural structure system provided by the invention is:
Firstly, rising bearing that multiple large space layer structures are arranged in lateral force and the main structure for bearing itself load, utilize
The secondary structure of building function, and prefabricated main structure and time structure are realized in the space receiving that the large space layer inside configuration is formed
Component, main structure and time structure stress division of labor are clear, are conducive to the performance evaluation of structural elements；Secondly, using large space layer knot
The number of plies of structure, whole building is less, constructs convenient for prefabrication and assembly construction, is convenient for industrialized production, can accelerate construction progress；Again
Secondary, secondary structure can bear itself vertical load, convenient for the production of standard chemical plant, realize that functions of modules is integrated, carry out
Building, structure, hot-water heating electrician factory be prefabricated, live integral installation, to realize that building structure is integrated；Finally, standard chemical plant system
Construction quality, short time limit can be improved, engineering economy can be improved.
Detailed description of the invention
Fig. 1 is the three-dimensional structure diagram of the main structure of architectural structure system provided in an embodiment of the present invention；
Fig. 2 is the three-dimensional structure diagram of the secondary structure of architectural structure system provided in an embodiment of the present invention；
Fig. 3 is the three-dimensional structure diagram of architectural structure system provided in an embodiment of the present invention；
Fig. 4 is the top view of the main structure of architectural structure system provided in an embodiment of the present invention.
Each appended drawing reference in figure are as follows:
| Main structure | 1 | Crossbeam | 112 | Pillar | 1111 |
| Secondary structure | 2 | Superstructure | 113 | Girder | 1121 |
| Large space layer structure | 11 | Frame column | 201 | First energy consumption damping unit | 12 |
| Huge pillar | 111 | Vierendeel girder | 202 | Second energy consumption damping unit | 21 |
Specific embodiment
In order to which technical problems, technical solutions and advantages to be solved are more clearly understood, tie below
Accompanying drawings and embodiments are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only used
To explain the present invention, it is not intended to limit the present invention.
It should be noted that be referred to as " being fixed on " or " being set to " another element when element, it can be located immediately at
It is located on another element on another element or indirectly.When an element referred to as " is connected to " another element, it can
To be connected directly or indirectly to another element.
It is to be appreciated that term " length ", " width ", "upper", "lower", "front", "rear", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "top", "bottom" "inner", "outside" is that orientation based on the figure or position are closed
System is merely for convenience of the description present invention, rather than instruction device or element must have a particular orientation, with specific orientation
Construction and operation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " are used for description purposes only, and should not be understood as indicating relative importance or instruction
The quantity of technical characteristic.In the description of the present invention, the meaning of " plurality " is two or more, unless otherwise clearly specific
Restriction.Specific implementation of the invention is further described in more detail below in conjunction with specific embodiment:
Such as Fig. 1-Fig. 3, a kind of architectural structure system provided in an embodiment of the present invention, including receiving lateral force and receiving time knot
The main structure 1 of structure vertical load and the secondary structure 2 for realizing building function being set to inside main structure 1；
Main structure 1 includes multiple large space layer structures 11 being stacked, and large space layer structure 11 includes multiple huge pillars
111, multiple crossbeams 112 being arranged between two neighboring huge pillar 111 and the superstructure 113 on multiple 111 tops of huge pillar is set, it is more
A huge pillar 111, multiple crossbeams 112 and superstructure 113 form the space for accommodating time structure 2；
Secondary structure 2 includes multiple primary structure members and multiple fender members being set between two neighboring primary structure member, more
A primary structure member is assembled between each other after being made using prefabrication system, and fender member is assemblied in after being made using prefabrication system
On the primary structure member.
Primary structure member can be but be not limited to lightweight steel construction, modularization steel construction, timber structure or concrete structure.
Primary structure member includes multiple frame columns 201 and multiple Vierendeel girders being set between two neighboring frame column 201
202.Fender member is that the structure for serving on primary structure member and enclosing and covering or play function is arranged in.
Architectural structure system provided in this embodiment has following technical effect that
Firstly, rising bearing that multiple large space layer knots are arranged in lateral force and the main structure 1 for bearing secondary structure vertical load
Structure 11 realizes the secondary structure 2 of building function, and prefabricated main knot using the space receiving formed inside the large space layer structure 11
The component of structure 1 and time structure 2, main structure 1 and time 2 stress of the structure division of labor are clear, are conducive to the performance evaluation of structural elements；Its
Secondary, using large space layer structure 11, the number of plies of whole building is less, constructs convenient for prefabrication and assembly construction, is convenient for industrialized production,
It can accelerate construction progress；Again, secondary structure 2 can bear itself vertical load, convenient for the production of standard chemical plant, realize module
Function integration is integrated, is built, structure, hot-water heating electrician factory are prefabricated, live integral installation, to realize building structure collection
At；Finally, construction quality, short time limit can be improved in the production of standard chemical plant, engineering economy can be improved.
Specifically, the wind-force or seismic force that the lateral force that main structure 1 is born is born by building when standing on ground；It is secondary
Structure 2 is set in large space layer structure 11, is not subject to the load of whole building, can carry out replacement and partial demolition, have
Building function include be house, office, teaching building, hospital, industrial premises, i.e., secondary structure 2 can use respective class according to demand
The secondary structure 2 of type.
Further, huge pillar 111 includes the pillar 1111 of multiple stacking assembly, and pillar 1111 is successively assemblied in the small of lower section
The top of column 1111, multiple pillars 1111 are assembled into a huge pillar 111；Similarly crossbeam 112 assembled by multiple girders 1121 and
At；Superstructure 113 bear vertical load and by its load conduct to weighing wall, superstructure 113 include steel bar truss floor support plate,
Profiled sheet, laminated floor slab and prestressing force T plate.Above-mentioned steel bar truss floor support plate, profiled sheet, overlapping can be used in superstructure 113
The one or several kinds of floor and prestressing force T plate are assembled.
Further, the inside of large space layer structure 11 is located or is hung on to secondary structure 2.Difference can be used in secondary structure 2
Mode is assembled with main structure 1, and the flexibility of assembly is larger.
Further, the number of plies of large space layer structure 11 is 3-20 layers, and every layer of layer is 6-20 meters a height of.Large space layer structure
11 height is got higher, so that the number of large space layer structure 11 tails off under the same height of entire main structure 1, convenient for pre-
System assembly construction, carries out industrialized production, and can accelerate construction progress.
Further, the number of plies of secondary structure 2 is 2-6 layers, and every layer of layer is 2.6-3.5 meters a height of.The whole height of secondary structure 2
Lower, easy to disassemble and replacement is only subjected to itself load, while also having corresponding functionality.
Such as Fig. 4, further, main structure 1 includes the first energy consumption damping unit 12, and the first energy consumption damping unit 12 includes setting
The buckling restrained brace structure being placed between two adjacent huge pillars 111.First energy consumption damping unit 12 is for rushing building
Hit and the device of the vibration that the generates made increase damping of decaying quickly, usually decaying by wind-force either seismic force and
The vibration of generation avoids building and whole shake excessive and generate building building body and destroy.And the setting of buckling restrained brace structure 121
It is that casing is set outside support, constrains support in order to solve the problems, such as that common support compressive buckling and Hysteresis Behavior are poor
Compressive buckling constitutes buckling restrained brace, can improve traditional braced frame comprehensively using buckling restrained brace structure 121 and exist
Anti-seismic performance under middle shake and big shake.
Further, the first energy consumption damping unit 12 further includes buckling-restrained steel plate wall.
Further, the first energy consumption damping unit 12 further includes sinker.
In another embodiment, first energy consumption damping unit 12 may include buckling restrained brace structure, it is buckling-restrained
One or more of steel plate wall or sinker.
Referring to Fig. 3, further, secondary structure 2 includes the second energy consumption damping unit 21, the second energy consumption damping unit
21 include the shock isolating pedestal for being set to 201 bottom of frame column, and shock isolating pedestal is contacted with the top surface of superstructure 113.The shock isolating pedestal is
Refer to structure be the supporting arrangement for reaching shock insulation requirement and being arranged, be to increase Seismic Isolation of Isolation Layer between superstructure and flooring, installation every
Shake support, play and be flexible coupling with flooring, technology in this way, can when an earthquake occurs 80% or so energy offset
Fall.Shock isolating pedestal can be vibration isolator rubber bearing, it is that a kind of horizontal rigidity is smaller and the biggish structural elements of vertical rigidity, can
Big horizontal distortion is born, can be used as a part of bearing system.
Further, main structure 1 and time structure 2 are constructed using prefabricated board assembly.
Further, the huge pillar 111 of main structure 1 includes in steel column, steel core concrete column, steel reinforced concrete and concrete column
One or several kinds.
Further, main structure 1 may be selected using frame structure, frame support structure, steel frame ductility panel structure or
The one or several kinds of frame core wall structure are built.Frame structure, which refers to, to be connected by beam and column with node, is constituted
The structure of bearing system forms frame by beam and column and resists the horizontal loading and vertical load that occur in use process jointly.
The house wall not load-bearing of frame structure is only played and is gone along with sb. to guard him and compartmentation, generally with prefabricated air entrained concrete, expanded pearlite
The light weight boards such as rock, hollow brick or porous brick, float stone, vermiculite, haydite build or are assembled；Frame support structure be usually by
Beam column frame and supporting rod composition the structure with shearing resistance and bending resistance, have good anti-seismic performance and it is biggish resist
Side rigidity, thus it is more common in nigh-level synthesis；Frame-ductility panel structure is by beam column frame and ductility wallboard
The structure with shearing resistance and bending resistance of (wallboard with good ductility and anti-seismic performance) composition；Frame-Shear wall
The tube structure being made of the column frame of Core Walls Structure and periphery.
Further, secondary structure 2 includes lightweight steel construction, modularization steel construction, timber structure and concrete structure.Lightweight steel construction
The component light section steel structure made of light efficient thin wall steel material has the advantage that 1, using light efficient thin-wall section,
From heavy and light, intensity is high, area occupied is small.2, component and fitting is automation, serialization, high precision, product specification seriation,
Regularization, supporting.The size of each part is accurate.3, structure design, draft design, computer simulation installation, factory's manufacture, building site
Installation etc. is with the synchronous progress of smaller time difference.4, there is no wet construction, interior trim etc. is easy to one-time-reach-place.Profile is by zinc-plated, painting
Attractive appearance and anti-corrosion after layer are advantageously reduced and are gone along with sb. to guard him and decoration cost.5, using light steel convenient for expand column 111 away from provide more
The big compartment can reduce layer height and increase construction area.It is with the obvious advantage in terms of increasing layer, transformation, reinforcing；Modularization steel knot
Structure: the structure subsystem of load being made of steel member can be individually born, can be mutually arranged and structure according to certain rules
At building；Timber structure is the structure made based on timber；Concrete structure: the structure made of the concrete equipped with reinforcing bar enhancing
The structure of part composition.
Specifically, the horizontal layout of the main structure 1 of Fig. 1 is " Y " font, but is not limited to this form, can also there is other
Horizontal layout, such as isosceles triangle, rectangle, circle and L-type structure arrangement can using the present embodiment architectural structure system into
Luggage is matched.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (10)
1. a kind of architectural structure system, it is characterised in that: including bearing lateral force and bearing time main structure of structure vertical load
With the secondary structure for realizing building function being set to inside the main structure；
The main structure includes multiple large space layer structures being stacked, and the large space layer structure include multiple huge pillars, more
A crossbeam being arranged between two neighboring huge pillar and the superstructure that multiple big top ends are set, multiple huge pillars, Duo Gesuo
It states crossbeam and the superstructure forms the space for accommodating the secondary structure, the huge pillar, the crossbeam and the superstructure use prefabricated
Mode is assembled after being made；
The secondary structure includes multiple primary structure members and multiple fender members being set between the two neighboring primary structure member,
Multiple primary structure members are assembled between each other after being made using prefabrication system, and the fender member uses prefabrication system system
It is assemblied in after on the primary structure member.
2. architectural structure system as described in claim 1, it is characterised in that: the secondary structure is located or hangs on described big
The inside of space layer structure.
3. architectural structure system as described in claim 1, it is characterised in that: the number of plies of the large space layer structure is 3-20
Layer, every layer of layer are 6-20 meters a height of.
4. architectural structure system as described in claim 1, it is characterised in that: the number of plies of the secondary structure is 2-6 layers, every layer
A height of 2.6-3.5 meters of layer.
5. architectural structure system according to any one of claims 1-4, it is characterised in that: the main structure includes the first energy consumption
Damping unit, the first energy consumption damping unit includes the buckling restrained brace knot being set between two adjacent huge pillars
Structure.
6. architectural structure system as claimed in claim 5, it is characterised in that: the first energy consumption damping unit further includes buckling
Constrain steel plate wall and/or sinker.
7. architectural structure system according to any one of claims 1-4, it is characterised in that: the primary structure member packet of the secondary structure
Column and beam are included, the secondary structure further includes the second energy consumption damping unit, and the second energy consumption damping unit is described including being set to
The shock isolating pedestal of frame column bottom, the shock isolating pedestal are contacted with the top surface of the superstructure.
8. architectural structure system according to any one of claims 1-4, it is characterised in that: the main structure and the secondary structure
It is constructed using prefabricated assembled.
9. architectural structure system according to any one of claims 1-4, it is characterised in that: the main structure includes frame knot
Structure, frame support structure, steel frame ductility panel structure or frame core wall structure.
10. architectural structure system according to any one of claims 1-4, it is characterised in that: the secondary structure includes light steel knot
Structure, modularization steel construction, timber structure or concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810866299.7A CN109555222B (en) | 2018-08-01 | 2018-08-01 | Building structure system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810866299.7A CN109555222B (en) | 2018-08-01 | 2018-08-01 | Building structure system |
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| Publication Number | Publication Date |
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| CN109555222A true CN109555222A (en) | 2019-04-02 |
| CN109555222B CN109555222B (en) | 2024-05-07 |
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| CN201810866299.7A Active CN109555222B (en) | 2018-08-01 | 2018-08-01 | Building structure system |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145156A (en) * | 2019-05-20 | 2019-08-20 | 深圳千典建筑结构设计事务所有限公司 | Promote the shock insulation frame branch structure of wide span rail traffic rolling stock section upper cover building height |
| CN110195472A (en) * | 2019-05-20 | 2019-09-03 | 深圳千典建筑结构设计事务所有限公司 | Promote the full frame branch transfer structure system of rail traffic vehicles section upper cover building height |
| CN113152721A (en) * | 2021-04-29 | 2021-07-23 | 华东交通大学 | Frame structure assembly type vibration damping component and vibration damping method |
| CN115653109A (en) * | 2022-11-21 | 2023-01-31 | 中国建筑一局(集团)有限公司 | Large-span and wide-viewing-angle steel structure landscape high-rise building |
| CN115680125A (en) * | 2022-11-21 | 2023-02-03 | 中国建筑一局(集团)有限公司 | Adjacent type oblique crossing grid steel cylinder and construction method thereof |
| CN116163411A (en) * | 2022-12-13 | 2023-05-26 | 悉地国际设计顾问（深圳）有限公司 | Oblique grid building structure system |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4344262A (en) * | 1972-12-08 | 1982-08-17 | Berman Herbert M | Long span structural frame |
| CN203373852U (en) * | 2013-06-14 | 2014-01-01 | 天津市建筑设计院 | Giant frame structure modular building structure |
| CN207017513U (en) * | 2017-05-19 | 2018-02-16 | 易筑集合（北京）科技有限公司 | A kind of light steel composite floor system structure bearing system |
| CN209040279U (en) * | 2018-08-01 | 2019-06-28 | 中建科技有限公司深圳分公司 | A kind of architectural structure system |
-
2018
- 2018-08-01 CN CN201810866299.7A patent/CN109555222B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4344262A (en) * | 1972-12-08 | 1982-08-17 | Berman Herbert M | Long span structural frame |
| CN203373852U (en) * | 2013-06-14 | 2014-01-01 | 天津市建筑设计院 | Giant frame structure modular building structure |
| CN207017513U (en) * | 2017-05-19 | 2018-02-16 | 易筑集合（北京）科技有限公司 | A kind of light steel composite floor system structure bearing system |
| CN209040279U (en) * | 2018-08-01 | 2019-06-28 | 中建科技有限公司深圳分公司 | A kind of architectural structure system |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145156A (en) * | 2019-05-20 | 2019-08-20 | 深圳千典建筑结构设计事务所有限公司 | Promote the shock insulation frame branch structure of wide span rail traffic rolling stock section upper cover building height |
| CN110195472A (en) * | 2019-05-20 | 2019-09-03 | 深圳千典建筑结构设计事务所有限公司 | Promote the full frame branch transfer structure system of rail traffic vehicles section upper cover building height |
| CN113152721A (en) * | 2021-04-29 | 2021-07-23 | 华东交通大学 | Frame structure assembly type vibration damping component and vibration damping method |
| CN115653109A (en) * | 2022-11-21 | 2023-01-31 | 中国建筑一局(集团)有限公司 | Large-span and wide-viewing-angle steel structure landscape high-rise building |
| CN115680125A (en) * | 2022-11-21 | 2023-02-03 | 中国建筑一局(集团)有限公司 | Adjacent type oblique crossing grid steel cylinder and construction method thereof |
| CN115653109B (en) * | 2022-11-21 | 2025-06-13 | 中国建筑一局(集团)有限公司 | A large-span and wide-angle steel structure high-rise building |
| CN115680125B (en) * | 2022-11-21 | 2025-06-13 | 中国建筑一局(集团)有限公司 | Adjacent oblique grid steel cylinder and construction method thereof |
| CN116163411A (en) * | 2022-12-13 | 2023-05-26 | 悉地国际设计顾问（深圳）有限公司 | Oblique grid building structure system |
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| Publication number | Publication date |
|---|---|
| CN109555222B (en) | 2024-05-07 |
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