CN208152256U - A kind of repair type super high rise structure - Google Patents
A kind of repair type super high rise structure Download PDFInfo
- Publication number
- CN208152256U CN208152256U CN201721162477.5U CN201721162477U CN208152256U CN 208152256 U CN208152256 U CN 208152256U CN 201721162477 U CN201721162477 U CN 201721162477U CN 208152256 U CN208152256 U CN 208152256U
- Authority
- CN
- China
- Prior art keywords
- steel
- super high
- outline border
- column
- concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a kind of repair type super high rise structures, including the inner cylinder that outer framework, multi-cavity steel tube concrete shear wall or the multi-cavity steel tube reinforced concrete shear wall and coupling beam that outline border trestle and outline border positioned at structure bottom or middle and lower part are set a roof beam in place or truss is formed are formed；Outer framework, inside casing trestle and the inside casing that outline border trestle and outline border positioned at structure middle and upper part or top are set a roof beam in place or truss is formed are set a roof beam in place the inner frame to be formed；Support or energy consumption part are provided between the inside casing trestle.The structure total bearing capacity of the utility model is big, ductility is good, energy dissipation capacity is strong.A small number of energy dissipation brace/wallboards are only needed replacing in earthquake can be used continuously, and have regenerated function.It is particularly suitable in super high-rise building.
Description
Technical field
The utility model relates to a kind of super high rise structure form, especially one kind are recoverable super after suffering disaster from an earthquake
High-level structure form belongs to architectural engineering super high rise structure technical field.
Background technique
China's super high rise building is increasing, and according to incompletely statistics, is building or Program Construction is built more than 500m or more
Build object up to more than 40.
Traditional high-rise structural system is usually Core Walls Structure+outline border, and Core Walls Structure is usually reinforced concrete shear wall
Or steel-reinforced concrete shear wall, outline border are reinforced column or combined steel and concrete column, have consume energy it is poor, long in time limit etc. no
Foot may need to remove reconstruction again after big shake, megaseisms, and solid refuse is difficult to handle, and is huge pollution sources.
Building industrialization is the emphasis of nation-building development,《Chinese center State Council is about further strengthening urban planning
Several opinions of implementation management work》(on 2 6th, 2016) explicitly point out " wideling popularize assembled architecture ", " encourage building enterprise
Industry fabricated construction, assembled in situ.Building national grade assembled architecture production base.", " increasing policy supporting dynamics strives using
10 years or so time, the ratio for making assembled architecture account for new building reach 30%.
China is the country that earthquake more than one occurs simultaneously, and earthquake disaster is oneself for causing China resident injures and deaths disaster most
Right disaster, wherein casualties, property loss caused by megaseisms disaster are the main losses in earthquake disaster.Wenchuan earthquake causes
About 8.7 ten thousand people are dead or missing, and about 37.5 ten thousand people are injured, since current economic condition, technical level, division management etc. limit
System, earthquake reply is main in the practice of antidetonation concentrates building structure seismic resistance field, this is far from for coping with megaseisms disaster
No more.It will replace GB18306-2001 version《Earthquake In China moves parameter zoning map》Exposure draft (2012-4-9) is
Through introducing pole rarely occurred earthquake (lower abbreviation megaseisms).
A kind of suitable building industrialization technology how is found, and meets industrialization construction requirements, big shake can be successfully managed by having
Even megaseisms is institute's facing challenges in super high rise building building industrialization.
Utility model content
In order to realize the industrialization of super high rise structure and successfully manage pole rarely occurred earthquake (megaseisms), the utility model is provided
A kind of repair type super high rise structure and construction method.
The technical solution of the utility model is as follows：
A kind of repair type super high rise structure, it is characterised in that：Including,
Outline border trestle and outline border positioned at structure bottom or middle and lower part are set a roof beam in place or the outer framework of truss formation, multi-cavity steel tube are mixed
The inner cylinder that solidifying soil shear wall or multi-cavity steel tube reinforced concrete shear wall and coupling beam are formed；
Outline border trestle and outline border positioned at structure middle and upper part or top set a roof beam in place or truss formed outer framework, inside casing trestle and
Inside casing is set a roof beam in place the inner frame to be formed；
Support or energy consumption part are provided between the inside casing trestle.
Preferably, there are semi-girder truss or/and cantilever beam between the inner cylinder and the outer framework.
Preferably, waist truss and/or cap truss are provided between the outline border trestle.
Preferably, the part diagonal supporting member of the truss or/and inner frame is buckling restrained brace.
Preferably, shock isolating pedestal is provided between the secondary frame and the outer framework.
Specifically, the frame column of the secondary frame is steel column, steel pipe reinforced column or multi-cavity steel tube armored concrete
Column.
Specifically, the outline border trestle is steel core concrete column, single-chamber steel pipe reinforced column, multi-cavity steel tube reinforcing bar mix
The combination of solidifying soil or above-mentioned column.
Specifically, the inside casing trestle is steel core concrete column, single-chamber steel pipe reinforced column, multi-cavity steel tube reinforcing bar mix
The combination of solidifying earth pillar or above-mentioned column.
Specifically, the outline border is set a roof beam in place as girder steel, steel framed concrete beam or steel-concrete variable rigidities.
The construction method of above-mentioned repair type super high rise structure, steps are as follows,
1) basis of construction outline border trestle and inner cylinder,
2) the multi-cavity steel tube reinforced concrete shear wall and coupling beam of construction inner cylinder,
3) construction outline border trestle and outline border are set a roof beam in place；
4) beam or semi-girder truss constructed between outer framework and inner cylinder；
5) construction floor；
6) step 2~5 steps to substructure is repeated to complete；
7) the inside casing trestle of construction middle and upper part inner cylinder and inside casing are set a roof beam in place；
8) outer framework and outline border of construction middle and upper part are set a roof beam in place；
9) beam or semi-girder truss between the outer framework and inner frame of construction middle and upper part；
10) floor of construction middle and upper part；
11) step 7~10 steps to top layer are repeated；
12) if there is semi-girder truss, after inner/outer tube stabilization, fixed semi-girder truss.
Achieve following beneficial effect compared with the existing technology using the utility model：
1. improving the ability that building integrally copes with megaseisms.This structure uses energy dissipation brace/or energy consumption wallboard for first
Anti-vibration defense lines, coupling beam/beam is as second anti-vibration defense lines, and wall/column is as three lines of defence.Structure total bearing capacity is big, ductility
Well, energy dissipation capacity is strong.A small number of energy dissipation brace/wallboards are only needed replacing in earthquake can be used continuously, and have regenerated function.
2. improving speed of application, building waste is reduced, realizes environmentally protective construction, herein described super-high building structure
Within the walls, beam, plate can be achieved to construct without traditional type punching block or plank sheathing, scene can reduce construction waste reach 50% with
On, in addition, assembling, in this way may be used at the construction field (site) after the beam, column in the application and the partial component in wall can be prefabricated in the factory
To greatly promote duration and construction quality.
3. house collapse resistant capacity increases substantially, the super-high building structure form referred in the application is given full play to
Armored concrete and the respective advantage of steel, multi-cavity steel tube reinforced concrete wall are to constrain concrete, greatly promote vertical carrying
Power, horizontal bearing capacity and ductility, more common reinforced concrete building anti-seismic performance increases substantially, so that house is in earthquake
It is not easy to collapse.
4. good fire protecting performance, steel pipe Fire Resistance of Reinforced Concrete Columns is much better than common steel construction, exists for personnel
Escape provides good condition in fire, especially has special advantage with fire to earthquake, it is possible to reduce effectively subtract
Few earthquake, the injury and property loss of personnel under fire coupling.
Detailed description of the invention
Fig. 1 is the utility model structural system lower flat figure one；
Fig. 2 is the utility model structural system middle and upper part plan view two；
Fig. 3 is the utility model structural system lower flat figure two；
Fig. 4 is outline border facade one；
Fig. 5 is outline border facade two --- band diagonal brace；
Fig. 6 is outline border facade three --- band truss；
Fig. 7 is inner cylinder elevation one；
Fig. 8 is inner cylinder elevation two；
Fig. 9 is the utility model structural system elevation；
Figure 10 is Core Walls Structure stress wallboard elevational schematic view；
Figure 11 is A-A cross-sectional view in Figure 10；
Figure 12 is the column and out of plane constraint steel plate wall connection schematic diagram of multi-cavity steel tube reinforced concrete shear wall；
The middle and upper part Figure 13 lower portion, which sets up separately, sets support/anti-buckling support elevational schematic view；
Figure 14 is the B-B cross-sectional view of Figure 13；
Figure 15 is a kind of embodiment of energy consumption wallboard；
Figure 16 is second of embodiment of energy consumption wallboard；
Figure 17 is that diagonal bar is reinforced in setting in multi-cavity steel tube reinforced concrete shear wall column；
Figure 18 is the multi-cavity steel tube reinforced concrete shear wall with ribbed stiffener；
Figure 19 is a kind of embodiment that outer framework is formed by batter post and beam；
Figure 20 is the another embodiment that outer framework is batter post, beam and column formation；
Figure 21 is a kind of embodiment of inner cylinder；
Figure 22 is inner cylinder another embodiment；
Figure 23 is the first embodiment of inner cylinder.
Description of symbols：
In figure, 1- multi-cavity steel tube reinforced concrete shear wall；2- outline border trestle；3- secondary frame column；4- outline border is set a roof beam in place；5- connects
Beam；6- diagonal brace；7- truss；8- inside casing trestle；9- inside casing is set a roof beam in place；10- energy consumption wallboard；11- semi-girder truss；12- support/anti-buckling
Support；13- cantilever beam；14- steel pipe reinforced column；15- out of plane constraint armoured concrete slab；16- steel plate；17- connecting plate；
18- upper girder steel；19- lower girder steel；20- bolt；21- connection bolt；22- supports within the walls/anti-buckling support；The anti-buckling support of 23-
Outer constraint；The anti-buckling support inner core steel plate/supporting steel plate of 24-；Hole on 25- wall；26- dissipative member；27- Energy dissipating material；
The outer steel plate of 28-；29- concrete；30- steel bar stress；The oblique reinforcing steel bar of 31-；32- wall steel plate；33- inclined stiffener；34- is oblique
Column, 35- cant beam, 36- right cylinder；37- wall；38- center pillar；39- central sill；40- diagonal brace；41- upper beam；42- upper prop；The basis 43-.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
Illustrate first：The result position concept referred in the application is such as given a definition, lower part：<50%H, middle and lower part：<75%
H, top:>50%H, middle and upper part：>25%H, middle part：25%H~75%H, H refer to the whole height of total, specific structure
When design, according to practical structures design requirement, some point or section are selected within the above range.
Incorporated by reference to as shown in figs. 1-9, a kind of repair type super high rise structure, including being located at structure bottom or middle and lower part
Outer framework and inner cylinder, outer framework includes outline border trestle 2 and outline border is set a roof beam in place 4, truss 7 is provided between outline border trestle 2, inner cylinder is by more
Chamber steel pipe reinforced concrete shear wall and/or multi-cavity steel tube concrete shear wall and the formation of coupling beam 5；And it is located at structure middle and upper part
Or the outer framework and inner frame on top；Inner frame includes inside casing trestle 8 and inside casing is set a roof beam in place 9, and energy consumption is provided between inside casing trestle 8
Support/anti-is provided in wallboard 10, diagonal brace 6, multi-cavity steel tube reinforced concrete shear wall and/or multi-cavity steel tube concrete shear wall
Buckling support 12, detail drawing is referring to Figure 15 and Figure 16, referring to passing through semi-girder truss 11 between Fig. 9 outer framework and inner cylinder.It is specific real
Shi Shi is provided with time frame in the outer framework of lower part, and secondary frame is by secondary frame column 3 and secondary frame beam (secondary frame beam plan view Fig. 1
It is not shown in Fig. 3) composition；When it is implemented, being provided with diagonal brace 6 between outline border trestle 2 referring to Fig. 5.Referring to Fig. 8, inner frame
Diagonal brace 6 also can be set in column 8.Outline border trestle 2 can be steel core concrete column, single-chamber steel pipe reinforced column, multi-cavity steel tube
The combination of armored concrete or above-mentioned column.Inside casing trestle 8 is steel core concrete column, single-chamber steel pipe reinforced column, Multi-cavity steel
The combination of pipe reinforced column or above-mentioned column.Outline border is set a roof beam in place as girder steel, steel framed concrete beam or steel-concrete variable rigidities.
The stress wallboard of multi-cavity steel tube reinforced concrete shear wall and steel pipe reinforced column 14 and upper girder steel 18, under
Girder steel 19 (upper girder steel 18 and the as coupling beam of lower girder steel 19) detail drawing is Core Walls Structure (multi-cavity steel tube reinforcing bar referring to Figure 10 to 12, Figure 10
Concrete shear force wall) stress wallboard elevational schematic view, Figure 11 is A-A cross-sectional view in Figure 10；It can be seen from the figure that Multi-cavity steel
The out of plane constraint armoured concrete slab 15 and steel plate 16 of pipe reinforced concrete shear wall are limited in steel pipe reinforced column 14
And the space that upper girder steel 18 and lower girder steel 19 are formed, out of plane constraint armoured concrete slab 15 and steel plate 16 are fixed by bolt 20
It is integrated, by connecting plate 17 and upper girder steel 18, (it is connection schematic diagram with upper girder steel 18, steel plate 16 that Figure 11 is provided to steel plate 16
It is also to be connect by connecting plate 17 with lower girder steel 19) connection, steel plate 16 and connecting plate 17 pass through connection bolt 21 and connect.Figure 12 is aobvious
Show, steel pipe reinforced column 14 is also to be connect by connecting plate 17 with steel plate 16.
Figure 13 and Figure 14 is connection schematic diagram when being provided with support or anti-buckling support in the frame of middle and upper part, extremely with Figure 10
The same shown in Figure 12, the out of plane constraint armoured concrete slab 15 and steel plate 16 of multi-cavity steel tube reinforced concrete shear wall are limited in
The space that steel pipe reinforced column 14 and upper girder steel 18 and lower girder steel 19 are formed, out of plane constraint armoured concrete slab 15 are arranged outside
There is support within the walls/anti-buckling support 22, anti-buckling support within the walls includes constraining in 23 and anti-buckling support outside anti-buckling support
Core steel plate/supporting steel plate 24, anti-buckling support inner core steel plate/supporting steel plate 24 by connecting plate 17 and upper girder steel 18 and under
Girder steel 19 (it is connection schematic diagram with upper girder steel 18 that Figure 14, which is provided, anti-buckling support inner core steel plate/supporting steel plate 24 with
Lower girder steel 19 is also to be connected by connecting plate 17) connection, anti-buckling support inner core steel plate/supporting steel plate 24 and connecting plate 17
It is connected by connection bolt 21.
Support/anti-buckling is provided in multi-cavity steel tube reinforced concrete shear wall and/or multi-cavity steel tube concrete shear wall
Support 12, detail drawing is referring to two kinds of typical structure types of Figure 15 and Figure 16,1 (multi-cavity of multi-cavity steel tube reinforced concrete shear wall
Concrete-filled steel tube shear wall) hole 25 on wall are offered in wall, filled with dissipative member 26 or energy consumption material in hole 25 on wall
Material 27.
Figure 17 is the case where diagonal bar is reinforced in setting in multi-cavity steel tube reinforced concrete shear wall column, multi-cavity steel tube reinforced concrete
Soil shearing wall column includes outer steel plate 28, concrete 29 and steel bar stress 30, in order to reinforce as multi-cavity steel tube steel reinforced concrete shearing force
The shear resistance of wall column is provided with oblique reinforcing steel bar 31 in multi-cavity steel tube reinforced concrete shear wall column.
Figure 18 is the case where being provided with inclined stiffener in multi-cavity steel tube reinforced concrete shear wall, and inclined stiffener 33 is set
It sets in 32 outside of wall steel plate, inclined stiffener 33 can be arranged in a crossed manner for one or two.
Figure 19 and Figure 20 is respectively the special shape of two kinds of outer frameworks, wherein in Figure 19 outer framework by batter post 34 and cant beam
35 compositions；Outer framework in Figure 20 is made of right cylinder 36, batter post 34 and cant beam 35.
Other than the above-mentioned embodiment enumerated, inner tube structure it is also possible to do such as Figure 21 to the accommodation of Figure 23 form,
In, the inner tube structure of Figure 21 is that lower part is made of wall 37, the wall 37 be multi-cavity steel tube concrete shear wall, middle part by
Center pillar 38, central sill 39 and diagonal brace 40 form, and center pillar is steel pipe reinforced column or steel core concrete column；Top is by 41 He of upper beam
Upper prop 42 forms, and forming lower part is multi-cavity steel tube wall, the combination that top is steel pipe column and braced frame, and part is the interior of unbraced frames
Barrel structure.For the inner tube structure of Figure 22 unlike Figure 21,37 part of wall is the armored concrete or concrete of outsourcing
Multi-cavity steel tube concrete shear wall, forming lower part is multi-cavity steel tube wall, the combination that top is steel pipe column and braced frame, is locally
The armored concrete or concrete multi-cavity steel tube concrete shear wall of outsourcing, part is the inner tube structure of unbraced frames, in addition, Figure 22
In show in 43, Figure 21 of basis also have basis only be not shown.It is that only part is with the difference of Figure 22 in Figure 23
The armored concrete or concrete multi-cavity steel tube concrete shear wall of outsourcing and not set local unbraced frames.
When be provided in multi-cavity steel tube reinforced concrete shear wall and/or multi-cavity steel tube concrete shear wall support or/and
When dissipative member, at least one is energy dissipation brace or energy consumption wallboard.
In the specific implementation, energy consumption wallboard is reinforced concrete wall panel, steel plate, out of plane constraint steel plate shear force wall wallboard, steel-
Reinforced concrete combination wallboard.
Core Walls Structure and outline border and floor, basis collectively constitute regenerative without template super-high building structural system.
In the specific implementation, semi-girder truss, can have more than one energy dissipation brace in outline border diagonal brace.
When being provided with time frame, secondary frame column can be steel column, steel pipe reinforced column, steel core concrete column, outside
The secondary frame column of frame is supported or is suspended on the waist truss of outline border, can increase shock isolating pedestal between secondary frame and main structure.
In the specific implementation, the floor of the super high rise structure referred in the application can select prefabricated reinforced concrete building
Plate, precast prestressed floor or steel bar truss floor or profiled sheet in-situ reinforced concrete slab or cast-in-place coagulation
Tulou plate, the concrete of floor filling can be normal concrete, or regeneration concrete or high fly-ash coagulation
Soil.
In the specific implementation, the basis of the super high rise structure referred in the application is reinforced concrete foundation, reinforced concrete
Earth foundation is isolated footing, raft foundation, beam foundation, box foundation, pile foundation, pile-raft foundation.
Above-described embodiment, which is intended merely to become apparent from, illustrates that the technical solution of the utility model made enumerates, not to this reality
With novel restriction, the protection scope of the utility model is still subject to range defined in the appended claims.
Claims (10)
1. a kind of repair type super high rise structure, it is characterised in that：Including,
Outline border trestle and outline border positioned at structure bottom or middle and lower part are set a roof beam in place or outer framework, the multi-cavity steel tube concrete of truss formation
The inner cylinder that shear wall or multi-cavity steel tube reinforced concrete shear wall and coupling beam are formed；
Outer framework, inside casing trestle and the inside casing that outline border trestle and outline border positioned at structure middle and upper part or top are set a roof beam in place or truss is formed
It sets a roof beam in place the inner frame to be formed；
Support or energy consumption part are provided between the inside casing trestle.
2. repair type super high rise structure according to claim 1, it is characterised in that：The inner cylinder and the outer framework it
Between have semi-girder truss or/and cantilever beam.
3. repair type super high rise structure according to claim 1, it is characterised in that：It is provided between the outline border trestle
Waist truss and/or cap truss.
4. repair type super high rise structure according to claim 3, it is characterised in that：The truss or/and inner frame
Part diagonal supporting member is buckling restrained brace.
5. repair type super high rise structure according to claim 1, it is characterised in that：The outline border trestle is steel tube concrete
The combination of earth pillar, single-chamber steel pipe reinforced column, multi-cavity steel tube armored concrete or above-mentioned column；The inside casing trestle is steel
The combination of pipe concrete column, single-chamber steel pipe reinforced column, multi-cavity steel tube reinforced column or above-mentioned column.
6. repair type super high rise structure according to claim 1, it is characterised in that：The lower part and/or middle and upper part
Time frame is provided between outer framework.
7. repair type super high rise structure according to claim 6, it is characterised in that：The secondary frame and the outer framework
Between be provided with shock isolating pedestal.
8. repair type super high rise structure according to claim 6 or 7, it is characterised in that：The frame column of the secondary frame
For steel column, steel pipe reinforced column or multi-cavity steel tube reinforced column.
9. repair type super high rise structure according to claim 6 or 7, it is characterised in that：The Vierendeel girder of the outer framework
For girder steel, steel framed concrete beam or steel-concrete variable rigidities.
10. repair type super high rise structure according to claim 1, it is characterised in that：The outline border is set a roof beam in place as girder steel, steel
Bone beams of concrete or steel-concrete variable rigidities.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721162477.5U CN208152256U (en) | 2017-09-12 | 2017-09-12 | A kind of repair type super high rise structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721162477.5U CN208152256U (en) | 2017-09-12 | 2017-09-12 | A kind of repair type super high rise structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208152256U true CN208152256U (en) | 2018-11-27 |
Family
ID=64412258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721162477.5U Active CN208152256U (en) | 2017-09-12 | 2017-09-12 | A kind of repair type super high rise structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208152256U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476438A (en) * | 2017-09-12 | 2017-12-15 | 姚攀峰 | A kind of repair type super high rise structure and construction method |
| 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
- 2017-09-12 CN CN201721162477.5U patent/CN208152256U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476438A (en) * | 2017-09-12 | 2017-12-15 | 姚攀峰 | A kind of repair type super high rise structure and construction method |
| CN107476438B (en) * | 2017-09-12 | 2024-03-12 | 姚攀峰 | Repairable super high-rise structure and construction method |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105926764B (en) | A kind of industrialization preprocessing regenerative structural system and its construction method | |
| CN109162356A (en) | A kind of assembling type steel structure exempts from casting concrete building structure | |
| CN207017483U (en) | The full precast shear wall structural system of regenerative steel skeleton | |
| CN208152256U (en) | A kind of repair type super high rise structure | |
| CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
| Tena-Colunga | Some retrofit options for the seismic upgrading of old low-rise school buildings in Mexico | |
| CN107476438A (en) | A kind of repair type super high rise structure and construction method | |
| Tena-Colunga et al. | Seismic retrofit and strengthening of buildings. Observations from the 2017 Puebla-Morelos earthquake in Mexico City | |
| De Filippi et al. | Towards a sustainable and context-based approach to anti-seismic retrofitting techniques for vernacular adobe buildings in Colombia | |
| CN103147591B (en) | Construction method for adding earthquake-proof layer to brick concrete building | |
| CN201835401U (en) | Composite shear wall with special-shaped column frame | |
| Hrasnica | Damage assessment for masonry and historic buildings in Bosnia and Herzegovina | |
| Choubey et al. | progressive collapse analysis of RCC structures | |
| CN207739510U (en) | A kind of reinforced cold-bent pipe concrete column and structural system | |
| CN207453083U (en) | A kind of strong outline border super-high building structure | |
| Li | The current situation and prospect of the management of anti-seismic protection of historical buildings | |
| Salinas et al. | Seismic performance of confined masonry buildings with tubular bricks in developing areas | |
| Smirnov et al. | Seismic isolation of buildings and historical monuments. Recent developments in Russia | |
| Ashara et al. | Comparative Study On Performance Of Rc Building With Outrigger System Incorporating Buckling Restrained Bracings | |
| Wang | Evolution of modern mega-buildings in China: innovations and sustainability | |
| Chauhan et al. | Comparative analysis of multi-storey RCC building with AAC blocks and conventional blocks | |
| Shariff et al. | Comparative Study on Rcc and Cft Multi-Storeyed Buildings | |
| Daspute et al. | Review on seismic retrofitting of RC structure with exterior shear walls and bracing | |
| Di Lorenzo et al. | Steel exoskeletons for seismic retrofitting of existing reinforced concrete buildings: State-of-the art and a case study | |
| Mathias et al. | Steel Plate Shear Walls: Efficient Structural Solution for Slender High‐Rise in China |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |