CN107806181A - A kind of mammoth structure of building - Google Patents
A kind of mammoth structure of building Download PDFInfo
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- CN107806181A CN107806181A CN201711063500.XA CN201711063500A CN107806181A CN 107806181 A CN107806181 A CN 107806181A CN 201711063500 A CN201711063500 A CN 201711063500A CN 107806181 A CN107806181 A CN 107806181A
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- huge
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- mammoth
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- 241001503485 Mammuthus Species 0.000 title claims abstract description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000002131 composite material Substances 0.000 abstract 1
- 230000009182 swimming Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- 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
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Wind Motors (AREA)
Abstract
The invention discloses a kind of mammoth structure of building, including main structure and first time structure, main structure includes the first huge vertical member, the first huge horizontal member, encorbelmented on first huge vertical member and stretch out the first huge horizontal member, first time structure is connected with the described first huge horizontal member and the first huge vertical member respectively.The present invention may be such that super high rise building realizes that ordinary residence is vertically coordinated to arrange with public building composite module, be easy to use, and can solve the problems, such as high building fire fighting, vertical traffic, save cost.In mammoth structure, secondary structure can be arranged near huge horizontal member and huge vertical member, and main structure stress is clear and definite.Mammoth structure building is provided with huge hole, reduces wind load.
Description
Technical field
The present invention relates to tall and super tall R.C. buidings technical field, more particularly to a kind of mammoth structure of building.
Background technology
In recent years, as the development of urbanization and the aggregation of population, executive information systems are built as large size city
The preferred building type of thing.Executive information systems are very sensitive to wind load and seismic side force, therefore, it is high-rise and
Requirement of the super high rise building to building structure is at a relatively high, and building structure needs to bear to draw from the huge the earth's core of skyscraper
Power, it is also desirable to possess certain anti-side rigidity, so as to effectively offset side force caused by wind-force or earthquake.
At present, structure more advanced in high-level structure is mammoth structure, and the structure is by the huge frame as main structure
Frame or huge truss and the floor framework composition as time structure, main structure include huge vertical member (such as colossal column, core
Cylinder) and huge horizontal member (such as Huge Beam that more colossal columns and Core Walls Structure link together), huge basis；Secondary structure
Including small-sized vertical member (such as small-sized post or small-sized suspension rod), the small-sized horizontal member being arranged on huge horizontal member.
In existing skyscraper, all secondary structures are all disposed on huge horizontal member, vertical direction, water suffered by secondary structure
Square to power be transferred to the huge horizontal member being connected with time structure, on huge vertical member, finally pass to huge basis
And ground.But the secondary structure of traditional architecture thing is built on huge horizontal member, it is desirable to every on huge vertical member
Every one section of floor distance, one layer of huge horizontal member for being used to support upper hierarchical structure be just set, whole high-rise from lower and
It is upper, from inner and be provided with floor building time structure outside, primary and secondary structure force path is indefinite.In addition, existing skyscraper
Structure is in enclosed construction on the whole, or portion is unidirectionally open, and causes building integrally directly to bear wind load larger.So
It is indefinite Earthquake response power transmission to be present in existing mammoth structure, bears the problem of wind load is larger.
The skyscraper that existing skyscraper includes mammoth structure there is problems：1st, the higher fire-fighting of building is asked
The more bad solution of topic；2nd, higher building, depth-width ratio is bigger, is unfavorable for wind resistance, antidetonation.5th, ordinary residence can not be with public building
Coordination is arranged in Super High, and Working Life is inconvenient, and mobility of people is big, and vertical traffic demand is big.Vertical traffic occupies greatly
Quantity space is effectively few using space.6th, large-scale hanging garden can not be arranged.7th, because the stress of mammoth structure is indefinite, it is counted
Analysis model is calculated not solve also.
The content of the invention
It is existing to solve it is an object of the invention to a kind of mammoth structure of building for overcome the deficiencies in the prior art
There is the weak point of technology.
The purpose of the present invention adopts the following technical scheme that realization：
A kind of mammoth structure of building, including main structure and first time structure, it is huge perpendicular that the main structure includes first
To component, the first huge horizontal member, encorbelmented on the first huge vertical member and stretch out the first huge horizontal member, institute
First time structure is stated to be connected with the described first huge horizontal member and the first huge vertical member respectively.
Further, including giant frame structure, the main structure are giant frame structures.
Further, including huge truss structure and huge inclined member, the main structure is huge truss structure, huge
Truss structure contains the first huge inclined member.
Further, including the second huge horizontal member and second of structure, second of structure is by first, second huge water
Flat component support, and close to first, second huge horizontal member arrangement, left and right adjacent first time structure and upper and lower adjacent second
Secondary structure surrounds huge hole.
Further, the described first huge inclined member is pull bar.
Further, the device of compensation linkage length is installed on the pull bar.
Further, the first time structure can surround the described first huge vertical member rotation.
Further, the second huge inclined member is additionally provided between huge vertical member and the second huge horizontal member.
Compared with prior art, the beneficial effects of the present invention are：
(1) present invention is by the upward arranged superposed of residential quarters module with public building.Each module be by first,
Second huge vertical member and first, second huge horizontal member being connected with its bottom are added and above-mentioned huge vertical member
First, second structure composition connected with huge horizontal member.First time structure arranges residential housing, second of structure arrangement
Public building, form a residential quarters module with public building and (it is below to refer here to public building, residential housing exists
A cell is combined as above).Realize that ordinary residence is coordinated to arrange with public building.
(2) due to swimming pool (and fire cistern) can be provided with the top of each second of structure public building of module cell, above,
Under have for the accessibility fire extinguishing of fireman, rescue work face, and disaster affected people can evacuate up and down, have a good transport service, fire fighting problem
Preferably solve；
(3) because the building mammoth structure of the present invention is hollow building, so the spacing of huge vertical member can
To increase, according to the hight coordinate of building arrangement (cost increases little) so that the height of building and the ratio of width are not
Greatly, building wind resistance, antidetonation are advantageous to.
(4) because the building mammoth structure of the present invention forms cell module, ordinary residence is coordinated to arrange with public building
In Super High, it is convenient that person works live, and mobility is small, and vertical traffic demand is small.Living in module cell first time structure
Residence building only needs to arrange the vertical traffic of this residential usage, and the public building in second of structure arranges the vertical of this public building
Means of transportation and fire-fighting stairway.Vertical traffic take up space it is small, effectively using area it is big.In the huge vertical member position cloth in middle part
Put the high speed multi-level elevator between each module cell up and down, solve the problems, such as between cell and cell to ground vertical transportation.
Because each cell is provided with public building, mobile personnel is few between cell.Alleviate the pressure of vertical transportation.Because vertical traffic is set
Back-up work is clear and definite, so it is small to take up space, building is effectively big using space, and saves vertical traffic cost.
(5) the public building roof of each module cell of building mammoth structure of the invention can be arranged large-scale aerial
Garden, can also arrange swimming pool, and large-scale outdoor sports ground uses for school.School, big can be arranged in public building
Type business, office building, administrative building, hotel and public place of entertainment etc..
(6) building mammoth structure of the invention is provided with huge hole, and each module cell is hollow, building wind-engaging lotus
Carry small.Building safety degree is high, and saves cost.
(7) can slowly be rotated around huge vertical member in each mammoth structure cell module, first time structure so that
Each residential customer obtains preferable direction and landscape at times；
(8) it is marine can be disposed adjacent to the rivers on bank, lake as needed for building mammoth structure of the invention.Solve
Soil problem in short supply.
Brief description of the drawings
Fig. 1 is the elevation of the mammoth structure of super high rise building of the present invention；
Fig. 2 is the sectional view of the line A-A along Fig. 1；
Fig. 3 is the main structure of one embodiment of the present invention and the elevation of secondary structure；
Fig. 4 is the sectional view of the line B-B along Fig. 3；
Fig. 5 is the elevation of the main structure provided with the first huge inclined member；
Fig. 6 is the elevation of the main structure provided with the second huge inclined member.
In figure：1st, huge vertical member；11st, the first huge vertical member；12nd, the second huge vertical member；2nd, first is huge
Type horizontal member；3rd, huge basis；30th, ground；4th, the second huge horizontal member；5th, first time structure；6th, second of structure；
61st, building block；7th, swivel plate；71st, the first small-sized vertical member；81st, the first huge inclined member；82nd, second is huge oblique
Component.
Embodiment
Below, with reference to accompanying drawing and embodiment, the present invention is described further, it is necessary to which explanation is, not
Under the premise of afoul, new implementation can be formed between various embodiments described below or between each technical characteristic in any combination
Example.
Fig. 1 is a kind of main structure schematic diagram of the mammoth structure of super high rise building of the present invention, the height of monolithic architecture thing
For 1000m, Fig. 2 is the sectional view of the line A-A along Fig. 1.Such as Fig. 3, the present invention is by the residential quarters module with public building
61 upward arranged superposeds.Each module 61 be by first, second huge vertical member 11,12 and be connected with its bottom first,
Second huge horizontal member 2,4 adds first, second knot being connected with above-mentioned huge vertical member and huge horizontal member
Structure 5,6 forms.First time structure arranges residential housing, and second of structure arranges public building, forms one with public building
Residential quarters module 61 (it is below to refer here to public building, residential housing is combined as a cell above).Realize general
Logical house is coordinated to arrange with public building.
1st, as shown in Figure 1,2,3, 4, the mammoth structure of the super high rise building includes main structure and first time structure 5, main
Structure is also known as mega-frame, is made up of huge vertical member (colossal column) and huge horizontal member (Huge Beam), bears overall knot
The vertical and horizontal active force of structure；First time structure 5 also known as time framework or house framework, generally common skeleton, subject
Premises is vertical and horizontal applied force, and passes to main structure.Main structure includes huge the 1, first huge horizontal structure of vertical member
Part 2, encorbelment on the first huge vertical member 11 and stretch out the first huge horizontal member 2, first time structure 5 is huge perpendicular with first respectively
Connected to 11 and first huge horizontal member 2 of component.Huge vertical member 1 includes being arranged on the second huge of building center
Type vertical member 12 and the first huge vertical member 11 that architecture enclosing is arranged on around the second huge vertical member 12, second
The huge huge bottom of vertical member 11 of vertical member 12 and first is also associated with huge basic 3, huge basic 3 by 30, ground
Support.First huge horizontal member 2 arranges that its peripheral horizontal zone arranges the second huge water around the first huge vertical member 11
(in other embodiments, the first huge horizontal member 2 can also be located on the second huge horizontal member 4 and with first for flat component 4
Huge vertical member 11 is connected, and the first huge 2 and second huge horizontal member 4 of horizontal member is not on same horizontal plane),
Thus the second huge horizontal member 4 exists together on a horizontal plane and is connected with each other with the first huge horizontal member 2, and second is huge
Type horizontal member 4 is connected by the first huge horizontal member 2 with the first huge vertical member 11.And the second huge horizontal member 4
It is connected with the second huge vertical member 12.First time structure 5 (i.e. house framework) is arranged on the first huge horizontal member 2.By
This, the first time structure 5 being arranged on each first huge horizontal member 2 is not connected with each other, during super high rise building is presented
Hollow out state is entreated, air-flow can be from passing through building between peripheral first time structure 5 so that the wind load that monolithic architecture thing is subject to is big
Amount reduces, and reduces the horizontal force suffered by building.In addition, in the mammoth structure of super high rise building of the present invention, first time structure 5
Being set for sub-module, the first time structure 5 of each module passes to its vertical force the first huge horizontal member 2 of its bottom,
And then the first huge vertical member 11 is passed to, side force is directly passed to the first huge vertical member 11, and it is huge to be achieved in first
The sub-module of type vertical member is set, sub-module stress, and the first huge vertical member force path is clear and definite.
2nd, as preferred embodiment, such as Fig. 1, main structure can be giant frame structure, and this construction profile is attractive in appearance.
3rd, as preferred embodiment, such as Fig. 5, main structure can be huge truss structure, and this structure vertical rigidity is big,
Wind resistance, anti-seismic performance are good.This structure contains the first huge inclined member 81.
4th, as preferred embodiment, as shown in figure 3, on first and second huge horizontal member 2,4 of each module 61
Second of structure 6 can also be built, can be designed as public place in second of structure 6 herein, such as can be school, doctor
Institute, office building, administration building, large supermarket, body-building center, hanging garden etc., stay in the first time of each module 61
Resident family in structure 5 can i.e. operable, life, motion, study etc. in following to second structure 6, arrived without under
The bottom of whole super high rise building, avoid the inconvenience downstairs brought, thus greatly save vertical traffic facility with
Fire-fighting stairway, vertical traffic take up space it is small, effectively using area it is big.Save vertical traffic cost.In the house of module 61,
Elevator needed for this house is only arranged in the position of the first huge vertical member 11, vertical traffic takes up space small.Each cell the
The public building of secondary structure 6 arranges the vertical traffic facility and fire-fighting stairway of this public building.Vertical traffic take up space it is small,
It is effectively big using area.High speed multi-level elevator between the huge location arrangements of vertical member 4 in middle part second up and down each cell, solution
Certainly between cell and cell to ground vertical transportation.Because each residential quarters are provided with public building, flowed between cell
Personnel are few.Alleviate the pressure of vertical transportation.Because the division of labor of vertical traffic equipment is clear and definite, so it is small to take up space.In the present embodiment
In, according to the house staffing public building of this module 61, because the public building area of plane is big, building number of floor levels typically only needs
Several layers.So the secondary structure 6 of public building is pressed close to huge horizontal member 11,12 and set so that huge horizontal member 11,12 stress
Clearly, clear and definite plus foregoing huge vertical member 2,4 stress so that whole mammoth structure stress is clear and definite, solves
The indefinite problem of mammoth structure stress at present.Further, since first and second structure 5,6 is close to huge vertical member and huge
Horizontal member is arranged, is surrounded huge hole between adjacent first and second structure 5,6, be ensure that the center of super high rise building
In hollow out state, facilitate air-flow to pass through the super high rise building, largely reduce the wind load that super high rise building is born.
Swimming pool or storage tank can also be set in second of structure 6, when there is fire incident in super high rise building, energy
The enough water drawn in time in natatorium or storage tank is used to put out a fire, and the personnel that first time structure house occurs during fire in house can
With rapid toward escaping in upper and lower second of structure public building, fireman can be used as Succor plain stage by the use of second of structural plane
Put out a fire and rescued.When fire occurs for second of structure public building, wherein personnel can be escaped with upper and lower run quickly toward residential housing
It is raw.Solves the problems, such as high building fire-proof.Add the security of super-high storied building.Usually, it can also utilize swimming pool body-building or pass through
Storage tank water storage, supply water, facilitate super-high storied building resident family to live.
5th, as preferred embodiment, such as Fig. 5, the first huge inclined member 81 can be pull bar.Due to mammoth structure
Size is big, and cost can be saved using pull bar.
6th, as preferred embodiment, the device of compensation linkage length is set on pull bar.When after the earthquake, if pull bar
It is plastically deformed, scantling can be recovered by the length of this device adjusting yoke.
7th, as preferred embodiment, as shown in figure 4, being additionally provided with circular rotating plate on the first huge horizontal member 2
7, the top of circular rotating plate 7 is fixedly connected with first time structure 5, and the bottom of circular rotating plate 7 is provided with motor-driven carriage,
So as to realize that circular rotating plate 7 drives first time structure 5 to be rotated relative to the first huge horizontal member 2.Thus, first time structure
5 can slowly rotate around the first huge vertical member 11 so that inhabit each residential customer in first time structure 5 at times
Obtain preferable direction and landscape.In a particular embodiment, circular rotating plate 7 supports the first small-sized vertical member 71, the
One small-sized horizontal member is connected with horizontal ring beam and is connected with the first small-sized vertical member 71 or both ends are small-sized vertical with first
Component 71 connects, and horizontal ring beam is slidably connected with the first huge vertical member 11, can both transmit horizontally and vertically power, again can be with
Slide, ensure that time structure 5 can slowly rotate around the first huge vertical member 11.Here the first small-sized vertical member 71 and
One small-sized horizontal member and horizontal ring beam construct first time structure 5 jointly.
8th, as preferred embodiment, as shown in fig. 6, the mammoth structure can also include the second huge inclined member
82, in any building block 61, one end and the second huge level in the building block 61 of the second huge inclined member 82
Component 4 connects, the other end of the second huge inclined member 82 and the second huge vertical member 12 in the building block 61
Connection.Thus, the second huge horizontal member 2 is further supported by the second huge inclined member 82, reduces the second huge level
The span of component 2, save cost.
9th, it is marine can be disposed adjacent to the rivers on bank, lake as needed for the mammoth structure of building of the present invention, with solution
The problem of certainly soil is in short supply.
Above-mentioned embodiment is only the preferred embodiment of the present invention, it is impossible to the scope of protection of the invention is limited with this,
The change and replacement for any unsubstantiality that those skilled in the art is done on the basis of the present invention belong to institute of the present invention
Claimed scope.
Claims (8)
1. a kind of mammoth structure of building, including main structure and first time structure, it is huge vertical that the main structure includes first
Component, the first huge horizontal member, it is characterised in that：Encorbelmented on the first huge vertical member and stretch out the first huge water
Flat component, the first time structure are connected with the described first huge horizontal member and the first huge vertical member respectively.
A kind of 2. mammoth structure of building according to claim 1, it is characterised in that：Including giant frame structure, institute
It is giant frame structure to state main structure.
A kind of 3. mammoth structure of building according to claim 1, it is characterised in that：Including huge truss structure and huge
Type inclined member, the main structure are huge truss structures, and huge truss structure contains the first huge inclined member.
A kind of 4. mammoth structure of building according to claim 1, it is characterised in that：Including the second huge horizontal member
It is simultaneously huge close to first by the first huge horizontal member, the second huge horizontal member support with second of structure, second of structure
Horizontal member, the second huge horizontal member arrangement, left and right adjacent first time structure and upper and lower adjacent second of structure surround huge
Type hole.
A kind of 5. mammoth structure of building according to claim 3, it is characterised in that：The first huge inclined member
For pull bar.
A kind of 6. mammoth structure of building according to claim 5, it is characterised in that：It is provided with the pull bar adjustable
Save the device of pull bar length.
A kind of 7. mammoth structure of building according to claim 1, it is characterised in that：The first time structure can surround
The first huge vertical member rotation.
A kind of 8. mammoth structure of building according to claim 1,3,4, it is characterised in that：Huge vertical member with
The second huge inclined member is additionally provided between second huge horizontal member.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711063500.XA CN107806181A (en) | 2017-11-02 | 2017-11-02 | A kind of mammoth structure of building |
| PCT/CN2018/110350 WO2019085733A1 (en) | 2017-11-02 | 2018-10-16 | Mega structure of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711063500.XA CN107806181A (en) | 2017-11-02 | 2017-11-02 | A kind of mammoth structure of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107806181A true CN107806181A (en) | 2018-03-16 |
Family
ID=61582384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711063500.XA Pending CN107806181A (en) | 2017-11-02 | 2017-11-02 | A kind of mammoth structure of building |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN107806181A (en) |
| WO (1) | WO2019085733A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108266001A (en) * | 2018-04-03 | 2018-07-10 | 中南林业科技大学 | A kind of aerial villa of timber structure |
| WO2019085733A1 (en) * | 2017-11-02 | 2019-05-09 | 杨洪 | Mega structure of building |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000142930A (en) * | 1998-11-06 | 2000-05-23 | Nkk Corp | Automatic high-rise warehouse |
| CN201981802U (en) * | 2011-03-17 | 2011-09-21 | 中国建筑设计研究院 | Combined tower structure building system |
| CN102535672A (en) * | 2012-02-15 | 2012-07-04 | 姚攀峰 | Novel hybrid huge anti-seismic structure and construction method thereof |
| CN106996153A (en) * | 2017-05-16 | 2017-08-01 | 东南大学 | A kind of integral tension suspension |
| CN207959517U (en) * | 2017-11-02 | 2018-10-12 | 杨洪 | A kind of mammoth structure building |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806181A (en) * | 2017-11-02 | 2018-03-16 | 杨洪 | A kind of mammoth structure of building |
-
2017
- 2017-11-02 CN CN201711063500.XA patent/CN107806181A/en active Pending
-
2018
- 2018-10-16 WO PCT/CN2018/110350 patent/WO2019085733A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000142930A (en) * | 1998-11-06 | 2000-05-23 | Nkk Corp | Automatic high-rise warehouse |
| CN201981802U (en) * | 2011-03-17 | 2011-09-21 | 中国建筑设计研究院 | Combined tower structure building system |
| CN102535672A (en) * | 2012-02-15 | 2012-07-04 | 姚攀峰 | Novel hybrid huge anti-seismic structure and construction method thereof |
| CN106996153A (en) * | 2017-05-16 | 2017-08-01 | 东南大学 | A kind of integral tension suspension |
| CN207959517U (en) * | 2017-11-02 | 2018-10-12 | 杨洪 | A kind of mammoth structure building |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019085733A1 (en) * | 2017-11-02 | 2019-05-09 | 杨洪 | Mega structure of building |
| CN108266001A (en) * | 2018-04-03 | 2018-07-10 | 中南林业科技大学 | A kind of aerial villa of timber structure |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2019085733A1 (en) | 2019-05-09 |
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Application publication date: 20180316 |