CN206529892U - A kind of architectural structure system applied to high-level structure - Google Patents
A kind of architectural structure system applied to high-level structure Download PDFInfo
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- CN206529892U CN206529892U CN201720181626.6U CN201720181626U CN206529892U CN 206529892 U CN206529892 U CN 206529892U CN 201720181626 U CN201720181626 U CN 201720181626U CN 206529892 U CN206529892 U CN 206529892U
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- diagonal brace
- structure system
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Abstract
A kind of new builing structure system (10) applied to high-level structure, its component includes Core Walls Structure (2)；Colossal column (1), is symmetrically arranged at the surrounding of Core Walls Structure (2) on structural plan；Multigroup girders layer (4), along building height direction every about 50 meters of arrangements, and forms closure truss with colossal column (1) connection；Multigroup diagonal brace (3), its each group is made up of two cross one another diagonal braces (3), it is arranged on structural plan between two adjacent colossal columns, and at least one in being arranged on structural facades between two adjacent girders layers and between the first floor and the first girders layer (4a) of multigroup girders layer (4).Diagonal brace (3) is made up of wirerope or steel strand wires, and every high-tensile having not less than 800MPa.The utility model construction is reasonable, functional.
Description
Technical field
The utility model belongs to the technical field of Structural Engineering, is related to a kind of architectural structure system, be especially suitable for but not
It is confined to high-rise and high-rise building, and in particular to a kind of colossal column outer framework-wirerope diagonal brace-Core Walls Structure system.
Background technology
At present, among the structural system of high-rise and high-rise building, colossal column-diagonal brace-Core Walls Structure system is a kind of conventional
And effective structural system, in this structural system, diagonal brace not only needs to bear vertical load, at the same be also required to bear compared with
Big horizontal loading, therefore diagonal brace would generally be generally this oblique using fill concrete structure inside formed steel construction or shaped steel
The sectional dimension of support structure all can be even more big between 1 meter or so, and this diagonal brace can not only increase considerably rolled steel dosage, raising
Building cost, and because such large-sized diagonal brace is continuously arranged at multilayer facade, to the outside of the user of building interior
Landscape can cause greatly to hinder and disturb.
In view of the foregoing, after many times the investor of high-rise and high-rise building considers by each side,
Have to abandon effectively colossal column-diagonal brace-Core Walls Structure system in structure.
The utility model is solved the above problems by providing a kind of new architectural structure system.
Utility model content
A kind of new builing structure system 10 applied to high-level structure, main member includes Core Walls Structure 2；Colossal column 1, it is huge
Type post 1 is symmetrically arranged at the surrounding of Core Walls Structure 2 on the structural plan of architectural structure system 10；Multigroup girders layer 4, it is multigroup
Each group of girders layer 4 is arranged along building height direction compartment of terrain, and forms closure truss with the connection of colossal column 1；Multigroup diagonal brace
3, each group of multigroup diagonal brace 3 is made up of two cross one another diagonal braces 3, and each group of diagonal brace 3 is arranged on structural plan
Between two adjacent colossal columns 1, and be arranged on the structural facades of architectural structure system 10 two adjacent girders layers 4 it
Between and the first floor of architectural structure system 10 and the first girders layer 4a of multigroup girders layer 4 between at least one at；Wherein, diagonal brace
3 are made up of wirerope or steel strand wires, and every diagonal brace 3 has the high-tensile not less than 800MPa.
Preferably, multigroup diagonal brace 3 is arranged at the first floor and the first girders layer 4a of architectural structure system 10 on structural facades
Between.
Preferably, multigroup diagonal brace 3 is arranged between two adjacent girders layers 4 and the first floor and the simultaneously on structural facades
Between one girders layer 4a.
Preferably, each group of multigroup girders layer 4 is separated by no more than 50 meters.
Preferably, to be separately fixed at adjacent two huge by the first end 3a and second end 3b of at least one set of diagonal brace 3
The crossover location of post 1 and two adjacent girders layers 4.
It is further preferred that the first end 3a and second end 3b of diagonal brace 3 pass through a pair of anchorages 5 and steel connecting plate 7 respectively
Connected through high-strength bolt 6.
It is worth noting that, steel connecting plate 7 is respectively with the steel member 8 of colossal column 1 and the steel member 9 of girders layer 4 with weldering
The mode of connecing is connected.
Preferably, the first end 3a of at least one set of diagonal brace 3 is separately fixed at the suspension column position of two adjacent colossal columns 1
Put, and second end 3b is then separately fixed at the adjacent girders layer 4a of two colossal columns 1 and first crossover location.Preferably,
Every diagonal brace of diagonal brace 3 can apply prestressing force when mounted.
Preferably, colossal column 1 is made up of concrete filled steel tube or steel reinforced concrete (SRC).
Preferably, the steel member 8 of colossal column 1 is the steel column in the steel pipe or combined steel and concrete column of steel core concrete column.
Preferably, architectural structure system 10 is 1 outer framework of colossal column-system of wirerope diagonal brace 3- Core Walls Structures 2.
Brief description of the drawings
The utility model is more particularly described referring now to accompanying drawing and by example, wherein：
Fig. 1 is the structural plan schematic diagram according to one embodiment of architectural structure system of the present utility model；
Fig. 2 is the structural facades schematic diagram according to one embodiment of architectural structure system of the present utility model；
Fig. 3 is the partial schematic diagram connected according to the diagonal brace end of architectural structure system of the present utility model；And
Fig. 4 is the sectional view of the lines A-A along in Fig. 3, it is shown that the diagonal brace end of architectural structure system and connecting plate it
Between connection.
Embodiment
The purpose of this utility model is to be to improve weak point of the prior art, proposes a kind of novel giant post-steel
Cable diagonal brace-Core Walls Structure system, by using high-strength wirerope or high strength steel strand, for example, is not less than 800MPa's with tensile strength
Wirerope or steel strand wires, to replace inside common formed steel construction or shaped steel fill concrete structure as inclined support structure, abundant hair
The high-intensity performance of high-strength wirerope or high strength steel strand is waved, so that the sectional dimension of diagonal brace can not only be greatly reduced, is to build
The user for building inside provides the more overall commercial value of the outside landscape and comfort level of high-quality, raising building, and can also
Rolled steel dosage is enough greatly lowered, reduces building cost, shorten the engineering time, so as to realize investor and building interior user
Win-win situation.
With reference first to accompanying drawing 1, the utility model proposes a kind of new builing structure system 10 applied to high-level structure, its
Including Core Walls Structure 2；Colossal column 1, the colossal column 1 is symmetrically arranged at the core on the structural plan of architectural structure system 10
The surrounding of heart cylinder 2；Multigroup girders layer 4, each group of multigroup girders layer 4 arranges along building height direction compartment of terrain, and and
The connection of colossal column 1 forms closure truss；Multigroup diagonal brace 3, each group of the diagonal brace 3 by two cross one another diagonal braces 3
Composition, each group of the diagonal brace 3 is arranged on structural plan between the colossal column 1 of adjacent two, and is built described
Be arranged on the structural facades of building structure system 10 between two adjacent girders layers 4 and the architectural structure system 10 the first floor
In between the first girders layer 4a of multigroup girders layer 4 at least one at, the diagonal brace 3 is made up of wirerope or steel strand wires,
And every diagonal brace 3 has the high-tensile not less than 800MPa.
In one embodiment of the present utility model, structural plan schematic diagram as shown in Figure 1, architectural structure system 10
With colossal column 1, the surrounding of the Core Walls Structure 2, multigroup diagonal brace 3 and usual edge are generally symmetrically arranged on structural plan
Multigroup girders layer 4 of building height direction compartment of terrain arrangement.Preferably, each group of multigroup girders layer 4 is separated by no more than 50 meters.
Colossal column 1 and Core Walls Structure 2 are fixed on ground by underground structure respectively and extend to building height, also, colossal column 1 passes through
And Core Walls Structure 2 connect radial direction girder steel and connected between adjacent colossal column 1 ring girder steel formation framework.Colossal column 1 leads to
Often it is made up of concrete filled steel tube or steel reinforced concrete (SRC), and Core Walls Structure 2 is then for generally by armored concrete or steel reinforced concrete
The wall of composition.In the interior zone of Core Walls Structure 2, transporting equipment, such as lift, stair, escape route or courtyard are generally set
Deng.It is then usable scope from the outside of Core Walls Structure 2 to the region of colossal column 1, work can be provided, lives and placement plant equipment
Deng space.
Structural facades schematic diagram shown in refer to the attached drawing 2, colossal column 1 is fixed on ground by underground structure and extended to
Building height, along building height direction and adjacent to ground and the first floor (first built on the ground of architectural structure system 10
Layer building structure) the multigroup girders layer 4 of starting arrangement the first girders layer 4a, then along building height direction every 50 meters or so with regard to cloth
Put another group of girders layer 4.Each layer of girders layer 4 is connected with all colossal columns 1 of sustained height and forms closure truss,
And thereby a stable architectural structure system 10 is provided.
In one embodiment of the present utility model, architectural structure system 10 is commonly used to the high level with certain number of plies
Or high-rise building, generally it is this building not only need to bear the weight of colossal column 1, Core Walls Structure 2, girders layer 4 etc. and various
Flooring fixed load and live load, and also need to bear the horizontal load that is produced in the case where high wind, earthquake etc. are acted on.
In order to ensure Building Structural Safety and raising construct validity, it will usually in the huge of the surrounding of architectural structure system 10
Need by design to set multigroup diagonal brace 3 on the relevant position of type post 1.Each group of these diagonal brace groups 3 is cross one another oblique by two
Support 3 is constituted.Exemplarily, in fig. 1 on shown structural plan, each group of diagonal brace 3 to be arranged at adjacent two huge
Between post 1.Meanwhile, on the structural facades shown in accompanying drawing 2, diagonal brace 3 may be optionally provided at two adjacent girders layers 4 it
Between, between the first floor of architectural structure system 10 and the first girders layer 4a, or be more preferably arranged at two adjacent truss simultaneously
Between layer 4 and between the first floor and the first girders layer 4a of architectural structure system 10.
As shown in Figure 2, in one embodiment of the present utility model, every group of diagonal brace 3 is generally cross one another by two
Diagonal brace 3 is constituted, and the first end 3a and second end 3b of every diagonal brace 3 are separately fixed at two adjacent Hes of colossal column 1
The crossover location of two adjacent girders layers 4.Advantageously, the present embodiment also has every in another group of diagonal brace 3, the diagonal brace group 3
The first end 3a of bar diagonal brace 3 is separately fixed at the suspension column position of two adjacent colossal columns 1, and the second end 3b of diagonal brace 3
The adjacent girders layer 4a of two colossal columns 1 and first crossover location is separately fixed at, transmission lotus is effectively born by diagonal brace
Carry, so as to further ensure that Building Structural Safety and improve construct validity.Alternatively, every diagonal brace can be pressed when mounted
Design needs to apply prestressing force.
The end of diagonal brace 3 connection partial schematic diagram as shown in Figure 3,3b points of the first end 3a and second end of diagonal brace 3
It is not connected by a pair of anchorages 5 with the steel connecting plate 7 through high-strength bolt 6.Steel connecting plate 7 includes stiffener 7a and stiffener
7b.By welding manner, stiffener 7a is connected with the steel member 8 of colossal column 1 respectively, and stiffener 7b and girders layer 4
Steel member 9 connect so that steel connecting plate 7 is connected with steel member 8 and steel member 9 respectively.
Alternatively, the steel member 8 of colossal column 1 is the steel column in the steel pipe or combined steel and concrete column of steel core concrete column.
Refer to the attached drawing 4 show the sectional view along lines A-A in Fig. 3, and diagonal brace 3 can be by wirerope or steel strand wires group
Into this wirerope or steel strand wires not only have the high-tensile not less than 800MPa, and lightweight section is small, so as to subtract
Light weight, saving building cost.It is worth noting that, in order to ensure structure efficiency, and high-rise or high-rise building is provided
Support enough, the technical program must use 800MPa or more high-tensile material, to reach mitigation weight, save
While the target of building cost, without making any choice to Building Structural Safety and raising construct validity.
The construction installation method of architectural structure system 10 as described above can be summarized as following basic step：
A. the installation of colossal column 1, Core Walls Structure 2, girders layer 4 etc. is carried out first；
B. the installation of diagonal brace 3 is then carried out.
When carrying out the end connection of diagonal brace 3 in stepb, the first end 3a and second end 3b of diagonal brace 3 can be distinguished
It is connected by a pair of anchorages 5 with steel connecting plate 7 by high-strength bolt 6.Steel connecting plate 7 by welding manner stiffener 7a with it is huge
The steel member 8 of type post 1 is connected, and stiffener 7b is connected with the steel member 9 of girders layer 4.
Advantageously, the utility model has good result in following different categories：
1. construction is reasonable, functional：Because high-strength wirerope or high strength steel ream line strength are high, it can also be kept in big shake
In elastic stage, it is ensured that safety of structure.
2. giving full play to the advantage of high-strength wirerope or high strength steel strand in intensity, a large amount of shaped steel steel can be saved, from
And building cost can be not only reduced, and diagonal brace size can be significantly reduced, improve indoor outside landscape and comfort level,
Improve the commercial value of building.
3. high-strength wirerope or high strength steel strand and its end fixedly connected part can in advance add according to design requirement in factory
Work makes, it can be ensured that stable and reliable product quality.
4. because diagonal brace section and weight are greatly lowered, lifting work is also more light, with colossal column and girders layer
The connection of component is simple, and it is convenient to construct so that field operation is greatly reduced, and not only can ensure that construction quality, and can add
The fast construction period.
5. the utility model is applied to high-rise, high-rise building, with the wide scope of application and development space.
The utility model is only shown by embodiment, of the present utility model as defined in accessory claim not departing from
In the case of scope, those skilled in the art can carry out other various modifications and/or change to described embodiment.
Claims (11)
1. a kind of architectural structure system (10) applied to high-level structure, it includes
Core Walls Structure (2)；
Colossal column (1), the colossal column (1) is symmetrically arranged at described on the structural plan of the architectural structure system (10)
The surrounding of Core Walls Structure (2)；
Multigroup girders layer (4), each group of multigroup girders layer (4) arranges along building height direction compartment of terrain, and with it is described
Colossal column (1) connection forms closure truss；
Multigroup diagonal brace (3), each group of multigroup diagonal brace (3) is made up of two cross one another diagonal braces (3), the diagonal brace
(3) each group is arranged on structural plan between the colossal column (1) of adjacent two, and in the architectural structure system
(10) be arranged on structural facades between two adjacent girders layers (4) and the architectural structure system (10) the first floor and institute
In stating between the first girders layer (4a) of multigroup girders layer (4) at least one at；
Wherein, the diagonal brace (3) is made up of wirerope or steel strand wires, and every diagonal brace (3) has the height not less than 800MPa
Tensile strength.
2. architectural structure system (10) as claimed in claim 1, wherein, multigroup diagonal brace (3) is set on structural facades
Between the first floor and first girders layer (4a) of the architectural structure system (10).
3. architectural structure system (10) as claimed in claim 1, wherein, multigroup diagonal brace (3) on structural facades simultaneously
It is arranged between two adjacent girders layers (4) and between the first floor and first girders layer (4a).
4. architectural structure system (10) as claimed in claim 1, wherein, each group of multigroup girders layer (4) is separated by not
More than 50 meters.
5. architectural structure system (10) as claimed in claim 1, wherein, the first end (3a) of at least one set of diagonal brace (3) and
Second end (3b) is separately fixed at the intersection of two adjacent colossal columns (1) and two adjacent girders layers (4)
Position.
6. architectural structure system (10) as claimed in claim 1, wherein, the first end (3a) point of at least one set of diagonal brace (3)
Be not fixed on the suspension column position of two adjacent colossal columns (1), and second end (3b) be then separately fixed at it is described adjacent
Two colossal columns (1) and first girders layer (4a) crossover location.
7. architectural structure system (10) as claimed in claim 1, wherein, every diagonal brace of the diagonal brace (3) when mounted may be used
Apply prestressing force.
8. architectural structure system (10) as claimed in claim 5, wherein, the first end (3a) of the diagonal brace (3) and
The second end (3b) is connected by a pair of anchorages (5) with the steel connecting plate (7) through high-strength bolt (6) respectively.
9. architectural structure system (10) as claimed in claim 8, wherein, the steel connecting plate (7) respectively with the colossal column
(1) steel member (8) and the steel member (9) of the girders layer (4) is connected with welding manner.
10. architectural structure system (10) as claimed in claim 1, wherein, the colossal column (1) is by concrete filled steel tube or reinforcing bar
Concrete (SRC) is made.
11. architectural structure system (10) as claimed in claim 1, wherein, the steel member (8) of the colossal column (1) is steel pipe
Steel column in the steel pipe or combined steel and concrete column of concrete column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720181626.6U CN206529892U (en) | 2017-02-27 | 2017-02-27 | A kind of architectural structure system applied to high-level structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720181626.6U CN206529892U (en) | 2017-02-27 | 2017-02-27 | A kind of architectural structure system applied to high-level structure |
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| CN206529892U true CN206529892U (en) | 2017-09-29 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057034A (en) * | 2018-08-10 | 2018-12-21 | 深圳市建筑设计研究总院有限公司 | Strong outline border super-high building structure with diagonal brace |
| CN113445628A (en) * | 2021-06-07 | 2021-09-28 | 悉地国际设计顾问（深圳）有限公司 | Diagonal bracing frame-core tube building structure and construction method thereof |
-
2017
- 2017-02-27 CN CN201720181626.6U patent/CN206529892U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057034A (en) * | 2018-08-10 | 2018-12-21 | 深圳市建筑设计研究总院有限公司 | Strong outline border super-high building structure with diagonal brace |
| CN113445628A (en) * | 2021-06-07 | 2021-09-28 | 悉地国际设计顾问（深圳）有限公司 | Diagonal bracing frame-core tube building structure and construction method thereof |
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