CN106245773A - Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure and manufacture method - Google Patents
Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure and manufacture method Download PDFInfo
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- CN106245773A CN106245773A CN201610623869.0A CN201610623869A CN106245773A CN 106245773 A CN106245773 A CN 106245773A CN 201610623869 A CN201610623869 A CN 201610623869A CN 106245773 A CN106245773 A CN 106245773A
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- concrete
- tube structure
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- boxlike
- orthogonal
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Classifications
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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
- E04B1/34—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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
-
- 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
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/06—Office buildings; Banks
Abstract
The invention provides a kind of Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure and manufacture method, 8 Pin concrete mesh type frame structures are set up in central concrete core cylinder four corner of " Super High concrete orthogonal-diagonal lattice space lattice boxlike tube-in-tube structure ", 8 Pin concrete net lattice frames extend to both sides respectively along central authorities four limits of concrete core cylinder, form 8 cylinders, described hollow sandwich panel ceiling for storied building is orthogonal and tiltedly puts formula laying installation, machine superstructure laced beam and grid type frame column oblique angle at 45 °.The present invention has Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure, and structure anti-side rigidity improves, and this structure depth-width ratio is H/B=8, reaches to increase high building total height and effect of the high building number of plies, and solving wall must have the design constraints of beam.
Description
Technical field
The present invention relates to concrete construction technical field, particularly relate to a kind of Super High construction technique, specifically refer to superelevation
Layer concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure and manufacture method.
Background technology
Super High concrete office building build, " frame, the barrel structure " that be made up of traditional framework Core Walls Structure and Core Walls Structure and
" tube-in-tube structure " of periphery close post framework composition, develops into cylinder knot in Super High concrete orthogonal spatial space lattice boxlike cylinder
Structure and boxlike bundled tube structure (having declared patent of invention).After using space lattice boxlike tube-in-tube structure, and tradition is high-rise
Structure is compared, and under conditions of depth-width ratio H/B=6, the floor height of space lattice boxlike tube-in-tube structure is relatively reduced, in overall height H
In the case of=6B, the high building number of plies can increase accordingly, according to orthogonal spatial boxlike bundled tube structure, owing to structure anti-side rigidity enters
One step improves, and its depth-width ratio can be enlarged into H/B=8 by H/B=6, under conditions of i.e. high building index bed periphery physical dimension is constant,
High building total height on the ground than the total height (H) of concrete conventional structure and orthogonal spatial boxlike tube-in-tube structure increase 1.3 times with
On, during such as former high-rise building overall height H=150m on the ground, after using space lattice boxlike bundled tube structure, high building height overall on the ground
Degree is H=150m+0.3m × 150m=195m, and the number of plies of high building is the most corresponding to be increased.
Summary of the invention
The technical problem to be solved in the present invention is for the weak point existing for prior art, it is provided that a kind of Super High mixes
Solidifying soil orthogonal-diagonal lattice space lattice boxlike bundled tube structure and manufacture method.
Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure, structure anti-side rigidity improves, and this structure is high
Wide ratio is H/B=8, reaches to increase high building total height and effect of the high building number of plies, and solving wall must have the design constraints of beam.
The technical solution of the present invention is to provide following a kind of Super High concrete orthogonal-diagonal lattice space lattice boxlike and becomes
Bundled-tube structure and manufacture method, by the central concrete of " Super High concrete orthogonal-diagonal lattice space lattice boxlike tube-in-tube structure "
8 Pin concrete mesh type frame structures are set up in Core Walls Structure four corner, and 8 Pin concrete net lattice frames are along central authorities' concrete core
Four limits of heart cylinder extend to both sides respectively, form 8 cylinders, and described hollow sandwich panel ceiling for storied building is orthogonal and tiltedly puts formula laying installation,
Machine superstructure laced beam and grid type frame column oblique angle at 45 °.
8 described Pin concrete net lattice frames are provided with hollow sandwich panel ceiling for storied building, and size of mesh opening isa=3600×
sin45°=2545mm。
Described hollow sandwich panel ceiling for storied building is laced beam structure, and including supporting part and rib, supporting part is top planes, adds
Strong portion is bottom protrusion, and the height of hollow sandwich panel ceiling for storied building top-to-bottom is 400mm, and supporting part thickness is 80mm, rib
Being provided with pipelining layer, pipelining layer thickness is 100mm, and adjacent two rib centreline spacings are 3600mm, rib
Width is 250mm.
It is provided with on an empty stomach between described adjacent two ribs, is provided with unidirectional shear connector on an empty stomach.
The position in correspondence rib portion, described supporting part top is provided with concrete net format box trestle.
Described hollow sandwich panel ceiling for storied building is orthogonal and tiltedly puts formula laying installation, and superstructure laced beam becomes with grid type frame column oblique
45° angle.
Set unidirectional shear connector in the middle of laced beam, divide two parts by empty stomach headroom, often place a size of 1450 × 100mm on an empty stomach.
Inner concrete grid type framework and outer concrete grid type framework respectively with Core Walls Structure and the formation 9 that is connected to each other
Individual tube structure, is divided into 9 bulks, i.e. central core tube 14.4m × 14.4m=207.36m by high building index bed2, make traffic, disappear
Anti-, piping facility uses function to use；Every piece of high building four corner area 10.8m × 10.8m=116.64m2And in the middle part of periphery four
Block, every piece of area 10.8m × 14.4m=155.52m2, totally 8 pieces of area 1088.64m2, handle official business, office building room arrange use,
Architectural plane still can accomplish " large bay divides the multi-functional use in room flexibly ".
Every side column spacing 3.6m, floor height 3.2m, each layer of number of grid is 2 × 40=80.
Bundled tube structure building height is H, and width is B, depth-width ratio H/B=8.
It is passage with Core Walls Structure link position, along two grids of height point at another two, the most often place's 5 grids, totally 40 nets
Lattice, each layer of number of grid is 120, is 8, H=8B=8 × 36m=288m by 3.2m floor height depth-width ratio, totally 90 layers, space lattice
Boxlike bundled tube structure high building number of grid is 90 × 120=10800.
Accompanying drawing explanation
Accompanying drawing 1: the index bed structural plan of Super High concrete orthogonal-diagonal lattice space lattice boxlike tube-in-tube structure.
Accompanying drawing 2: the index bed structural plan of Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure.
Structural system shown in accompanying drawing 3: Fig. 2, handle official business, business, the integrated application such as entertainment time, its periphery eight bulk building sides
Amass and still can freely divide room.
Its periphery concrete net lattice frame side elevation layout drawing of structural system shown in accompanying drawing 4: Fig. 2.
The concrete net lattice frame side elevation layout drawing of structural core cylinder four corner shown in accompanying drawing 5: Fig. 2.
Accompanying drawing 6: the concrete empty stomach sandwich plate floor structure layout drawing of Core Walls Structure four corner concrete net lattice frame.
Accompanying drawing 7: Super High concrete orthogonal-diagonal lattice space lattice boxlike tube-in-tube structure is different from boxlike bundled tube structure
Depth-width ratio contrast schematic diagram.
Detailed description of the invention
For purposes of illustration only, below in conjunction with the accompanying drawings, the Super High concrete orthogonal-diagonal lattice space lattice boxlike bunchy to invention
Barrel structure and manufacture method elaborate.
Central concrete core by the Super High concrete orthogonal-diagonal lattice space lattice boxlike tube-in-tube structure shown in Fig. 1
Cylinder four corners does not set up concrete net lattice frame, will " cylinder in Super High concrete orthogonal-diagonal lattice space lattice boxlike cylinder
Structure " central concrete core cylinder four corner set up 8 Pin concrete mesh type frame structures, described 8 Pin concrete net forms
Framework extends to both sides respectively along central authorities four limits of concrete core cylinder, forms 8 cylinders, the Super High coagulation of pie graph 2
Soil orthogonal-diagonal lattice space lattice boxlike bundled tube structure.
As shown in Figures 2 and 3, inner concrete grid type framework and outer concrete grid type framework respectively with Core Walls Structure
And 9 tube structures of formation that are connected to each other, high building index bed is divided into 9 bulks, i.e. central core tube 14.4m × 14.4m=
207.36m2, make traffic, fire-fighting, piping facility use function use；Every piece of high building four corner area 10.8m × 10.8m=
116.64m2, and in the middle part of periphery four pieces, every piece of area 10.8m × 14.4m=155.52m2, totally 8 pieces of area 1088.64m altogether2,
Handle official business, office building room is arranged and is used, and architectural plane still can accomplish " it is multi-functional that large bay divides room flexibly ".
Fig. 4 is the side elevational view of high building circumferential concrete grid type framework shown in Fig. 2, every side column spacing 3.6m, floor height
3.2m, along high two grids, 2 × 10=20 the grid in every abutment wall face, doubles than conventional close post frame mesh quantity.By close
The outside framework (side) that post (3.6m) forms is 10 × 3.6m=36m, is also classified into 2 grids, i.e. along every the highest (h=3.2m)
Each layer of number of grid, by former traditional tube-in-tube structure grid number 4 × 10=40, increases to 2 × 40=80.
As it is shown in figure 5, it is passage with Core Walls Structure link position, along two grids of height point at another two, the most often 5 nets in place
Lattice, totally 40 grids.Comparing with traditional bundled tube structure, each layer of number of grid of boxlike bundled tube structure is increased to by 64
120 (increasing 56), is 8, H=8B=8 × 36m=288m by 3.2m floor height depth-width ratio, totally 90 layers, space lattice boxlike bunchy
Barrel structure high building number of grid is 90 × 120=10800, and than traditional bundled tube structure, (5760 grids increase by 5040 nets
Lattice.
Tall and slender structure be anti-side be main structural system, being multiplied of concrete number of grid, its anti-side rigidity and quiet,
Power mechanical property is further enhanced.
Fig. 6 is structural map at concrete mesh type frame structure superstructure absolute altitude, and superstructure is open-spandrel sandwich board, its grid chi
Very little it isa=3600×sin45°=2545mm, is its square net diagonal herein, sets up " unidirectional shear connector " in the middle
(Fig. 6), increase this key, not only improve laced beam shear stiffness, because floor bending rigidity of working also increases substantially, due to
The raising of floor rigidness, such as the bamboo in plant, its joint i.e. superstructure of mesh cylinder, these 9 grid type monotubulars are bundled in one
Rising, increase substantially the anti-side rigidity of high building, its depth-width ratio is risen to bundled tube structure H/B=8 by the H/B=6 of tube-in-tube structure.
Two kinds of total height of structure H comparison diagrams of Fig. 7 high building.Super High concrete orthogonal-diagonal lattice space lattice boxlike becomes bundled tube to tie
Structure, it is the same with Super High concrete orthogonal-diagonal lattice space lattice boxlike tube-in-tube structure, i.e. every floor lid abdominal part (central part
Position), all there is (clear height is 100mm) on an empty stomach to make each floor and be stamped pass line equipment layer use, in the middle of Fig. 6 laced beam, set unidirectional shearing
Key, divides two parts by empty stomach headroom, often place a size of 1450 × 100mm on an empty stomach, it is ensured that excellent the building of this type of new structural systen
Build effect, be not fully exerted.Reach the Architecture Policies of " be suitable for, economic, green, attractive in appearance ".
In above-mentioned enforcement illustrates, the preferred forms of the present invention is described, it is obvious that in the invention of the present invention
Under design, still can make a lot of change.Here, it should be noted that any change made under the inventive concept of the present invention all
To include in protection scope of the present invention.
Claims (9)
1. Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure and manufacture method, is characterized in that: by " Super High
Concrete orthogonal-diagonal lattice space lattice boxlike tube-in-tube structure " central concrete core cylinder four corner set up 8 Pin concrete nets
Lattice frame structure, described 8 Pin concrete net lattice frames extend to both sides respectively along central authorities four limits of concrete core cylinder,
Forming 8 cylinders, described hollow sandwich panel ceiling for storied building is orthogonal and tiltedly puts formula laying installation, machine superstructure laced beam and grid type frame column
Oblique angle at 45 °.
Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure the most according to claim 1 and making side
Method, is characterized in that: eight described road concrete net lattice frames are provided with hollow sandwich panel ceiling for storied building, and size of mesh opening isa=3600
×sin45°=2545mm。
Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure the most according to claim 2 and making side
Method, is characterized in that: described hollow sandwich panel ceiling for storied building is laced beam structure, and including supporting part and rib, described supporting part is top
Facial planes, described rib is bottom protrusion, and the height of described hollow sandwich panel ceiling for storied building top-to-bottom is 400mm, described in hold
Behind load portion for 80mm, described rib is provided with pipelining layer, and described pipelining layer thickness is 100mm, and adjacent two add
Strong portion centreline spacing is 3600mm, and rib width is 250mm.
Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure the most according to claim 3 and making side
Method, is characterized in that: set unidirectional shear connector in the middle of laced beam, divides two parts by empty stomach headroom, often place on an empty stomach a size of 1450 ×
100mm。
Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure the most according to claim 4 and making side
Method, is characterized in that: the position in correspondence rib portion, described supporting part top is provided with concrete net format box trestle.
Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure the most according to claim 5 and making side
Method, is characterized in that: inner concrete grid type framework and outer concrete grid type framework respectively with Core Walls Structure and being connected to each other
Form 9 tube structures, high building index bed is divided into 9 bulks, i.e. central core tube 14.4m × 14.4m=207.36m2, hand over
Logical, fire-fighting, piping facility use function to use；Every piece of high building four corner area 10.8m × 10.8m=116.64m2And in periphery
Four pieces of portion, every piece of area 10.8m × 14.4m=155.52m2, totally 8 pieces of area 1088.64m2, handle official business, office building room arrange
Using, architectural plane still can accomplish " large bay divides the multi-functional use in room flexibly ".
Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure the most according to claim 6 and making side
Method, is characterized in that: every side column spacing 3.6m, floor height 3.2m, and each layer of number of grid is 2 × 40=80.
Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure the most according to claim 7 and making side
Method, is characterized in that: bundled tube structure building height is H, and width is B, depth-width ratio H/B=8.
Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure the most according to claim 8 and making side
Method, is characterized in that: be passage with Core Walls Structure link position, along two grids of height point at another two, and the most often 5 grids in place, totally 40
Individual grid, each layer of number of grid is 120, is 8, H=8B=8 × 36m=288m by 3.2m floor height depth-width ratio, totally 90 layers, space
Grid boxlike bundled tube structure high building number of grid is 90 × 120=10800.
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| CN201610623869.0A CN106245773A (en) | 2016-08-03 | 2016-08-03 | Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure and manufacture method |
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| CN201610623869.0A CN106245773A (en) | 2016-08-03 | 2016-08-03 | Super High concrete orthogonal-diagonal lattice space lattice boxlike bundled tube structure and manufacture method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107630509A (en) * | 2017-09-21 | 2018-01-26 | 湖南金海钢结构股份有限公司 | A kind of compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled |
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| CN102454217A (en) * | 2011-11-08 | 2012-05-16 | 浙江东南网架股份有限公司 | Bunchy tube structure for concrete core tubes and integrally-assembled space steel grids |
| CN105625567A (en) * | 2015-12-31 | 2016-06-01 | 潍坊昌大建设集团有限公司 | High-rise and super high-rise concrete orthogonal-diagonal space lattice box type cylinder-in-cylinder structure and manufacturing method |
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2016
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Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102454217A (en) * | 2011-11-08 | 2012-05-16 | 浙江东南网架股份有限公司 | Bunchy tube structure for concrete core tubes and integrally-assembled space steel grids |
| CN105625567A (en) * | 2015-12-31 | 2016-06-01 | 潍坊昌大建设集团有限公司 | High-rise and super high-rise concrete orthogonal-diagonal space lattice box type cylinder-in-cylinder structure and manufacturing method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107630509A (en) * | 2017-09-21 | 2018-01-26 | 湖南金海钢结构股份有限公司 | A kind of compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled |
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Application publication date: 20161221 |