CN107630509A - A kind of compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled - Google Patents
A kind of compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled Download PDFInfo
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- CN107630509A CN107630509A CN201710862016.7A CN201710862016A CN107630509A CN 107630509 A CN107630509 A CN 107630509A CN 201710862016 A CN201710862016 A CN 201710862016A CN 107630509 A CN107630509 A CN 107630509A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 223
- 239000010959 steel Substances 0.000 title claims abstract description 223
- 150000001875 compounds Chemical class 0.000 title claims abstract description 42
- 210000002784 stomach Anatomy 0.000 claims abstract description 53
- 238000010276 construction Methods 0.000 claims abstract description 18
- CIWBSHSKHKDKBQ-JLAZNSOCSA-N Ascorbic acid Chemical compound OC[C@H](O)[C@H]1OC(=O)C(O)=C1O CIWBSHSKHKDKBQ-JLAZNSOCSA-N 0.000 claims abstract description 11
- 241001503991 Consolida Species 0.000 claims description 68
- 239000000203 mixture Substances 0.000 claims description 11
- 238000003466 welding Methods 0.000 claims description 8
- 238000009434 installation Methods 0.000 claims description 6
- 230000035807 sensation Effects 0.000 claims description 6
- 235000012773 waffles Nutrition 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 3
- 241000894007 species Species 0.000 claims description 3
- 238000005507 spraying Methods 0.000 claims description 3
- 238000005493 welding type Methods 0.000 claims description 3
- VOXZDWNPVJITMN-ZBRFXRBCSA-N 17β-estradiol Chemical compound OC1=CC=C2[C@H]3CC[C@](C)([C@H](CC4)O)[C@@H]4[C@@H]3CCC2=C1 VOXZDWNPVJITMN-ZBRFXRBCSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 210000000683 abdominal cavity Anatomy 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
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Abstract
The invention discloses a kind of compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled, including wall frame, grid cell, intermediate cylinder, grid cell tie point, grid cell A, grid cell B, grid cell C, the part such as grid cell D and grid cell E, the wall frame, grid cell and intermediate cylinder form steel mesh case frame at grade, it is rigidly connected to form the empty stomach grid superstructure of empty stomach tabular by grid cell tie point between adjacent grid cell on the steel mesh case frame, grid cell is divided into grid cell A, grid cell B, grid cell C, five models of grid cell D and grid cell E.The present invention is of the invention to be compared with traditional steel construction in addition to good mechanical characteristic in configuration aspects, steel using amount further reduces, and the secondary assembly again in job site is eliminated, realize the high-rise structural system with Super High office building building, assembled integral industrialization development.
Description
Technical field
The present invention relates to technical field of buildings, more particularly, to a kind of compound orthogonal-diagonal lattice space steel lattice box of assembled
Formula tube-in-tube structure.
Background technology
High-rise " cylinder mixed structure in the steel lattice boxlike cylinder of orthogonal-diagonal lattice space " with high-rise building is a kind of better than biography
The new structural systen of cylinder mixed structure in the high-rise steel cylinder with high-rise building of system, using such new structural systen and tradition
Cylinder mixed structure compares in steel cylinder, " large bay, flexibly division room multifunctional comprehensive application " can be accomplished in terms of building, and save
About floor height makes every floor lid be free stern layer to make the use of pipeline facility layer simultaneously, in configuration aspects, except with good quiet, dynamic
Outside power mechanical characteristic, it and traditional steel construction compare, and steel using amount saves more than 20%, when the steel hollow floor system of such new system
After changing into compound orthogonal-diagonal lattice empty stomach grid by orthogonal-diagonal lattice empty stomach grid, steel using amount further reduces, but empty stomach grid
Node increase considerably, i.e., after construction miniaturization, although steel using amount declines, workshop processing capacity increases because node increases
Add, but eliminate the secondary assembly again in job site, realize the high-rise structure with Super High (H ＞ 100m) office building building
System, assembled integral industrialization development.
The content of the invention
The present invention is to overcome the above situation insufficient, it is desirable to provide a kind of technical scheme that can be solved the above problems.
A kind of compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled, including wall frame, grid list
Member, intermediate cylinder, grid cell tie point, No.1 angle steel, two bugle steel, three bugle steel, four bugle steel, five bugle steel, supporting plate,
Wall frame unit I, wall frame unit II, wall frame unit III, wall frame unit IV, grid cell A, grid cell
B, grid cell C, grid cell D, grid cell E, the connector of wall frame unit I, wall frame unit II connector, wall
The column of frame unit II, wall frame unit II crossbeam and the connector of wall frame unit IV, the wall frame, grid cell
Form steel mesh case frame at grade with intermediate cylinder, pass through grid between adjacent grid cell on the steel mesh case frame
Unit tie point is rigidly connected to form the empty stomach grid superstructure of empty stomach tabular, grid cell be divided into grid cell A, grid cell B,
Grid cell C, grid cell D and five models of grid cell E, the grid cell of each different model is by some length
For 2545mm No.1 angle steel, the two bugle steel that length is 5092mm, the three bugle steel that length is 1272mm, length 3819mm
Four bugle steel and supporting plate combine, wall frame is then divided into wall frame unit I, wall frame unit II, wall frame
Frame unit III and wall frame unit IV, wherein wall frame unit I, wall frame unit II and wall frame unit IV are group
Part, wall frame unit III are girder steel loose mail, wall frame unit I, wall frame unit II, wall frame unit III and wall
When frame unit IV forms wall frame, in addition to marginal position, by wall frame unit II between each two wall frame unit I
Connected with wall frame unit III, wall frame unit I, wall frame unit II, wall frame unit III and wall frame list
Member IV is by the connector of wall frame unit I, wall frame unit II connector, wall frame unit II column, wall frame
Unit II crossbeam, the connector of wall frame unit IV and including length be 3200mm four bugle steel including some girder steels, steel
Post loose mail forms.
As the further scheme of the present invention：The wall frame unit I is the critical piece of wall frame, and its structure is
The four bugle steel that length is 3200mm install a connector of wall frame unit I, and the angle of the connector of wall frame unit I is
90 °, all it is connected on grid cell；
The wall frame unit II includes wall frame unit II connector, wall frame unit II column, wall frame list
First II crossbeam, a wall frame unit II column is fixed in the centre position of two wall frame unit II crossbeams, in wall frame
The frame unit II column wall frame unit II consistent with the point of intersection fixed installation opening direction of wall frame unit II crossbeam
Connector, the angle of wall frame unit II connector is 90 °；
The wall frame unit III is a girder steel loose mail, and wall frame unit III connects two adjacent wall frame units
I, or connecting wall frame unit I and wall frame unit IV；
The wall frame unit IV is similar to wall frame unit I, the difference of wall frame unit IV and wall frame unit I
The angle of the connector of wall frame unit IV being connected with grid cell to be installed on grid framework unit block IV is 45 °,
The connector of wall frame unit IV on the wall frame unit IV of the edge of a face wall frame has two connections
Bar, one of connecting rod are connected on grid cell, and another connecting rod connects the wall on adjacent another side wall frame
Frame unit II.
As the further scheme of the present invention：The grid cell A is maximum grid cell, and grid cell A is by eight
Length is made up of 2545mm No.1 angle steel, the two bugle steel that four root long degree are 5092mm and eight supporting plates, four No.1s
Angle steel and two two bugle steel form four horizontal strokes, two vertical structure, have the empty stomach chamber that supporting plate is formed among the vertical structure of two layers four horizontal strokes two,
Supporting plate indulges the strong point of structure in the point of intersection of No.1 angle steel and two bugle steel, grid cell A planar dimension with four horizontal strokes two
For 2545mm × 5092mm.
As the further scheme of the present invention：No.1 angle steel and four of the grid cell B by eight root long degree for 2545mm
Root supporting plate is formed, and four No.1 angle steel are vertical two-by-two, and two vertical structure of the composition two that intersects horizontal stroke, intersection point is in the bugle of distance one
At the end points a quarter length of steel, two layers liang of horizontal stroke two indulges the empty stomach chamber for having supporting plate to be formed among structure, and supporting plate is horizontal with two
For the strong point of two vertical structures in the point of intersection of adjacent No.1 angle steel, grid cell B planar dimensions are 2545mm × 2545mm.
As the further scheme of the present invention：Three bugle steel and one of the grid cell C by four root long degree for 1272mm
Root supporting plate is formed, and two three bugle steel are orthogonal, is intersected and is formed " ten " character form structure, intersection point is in three bugle steel
Heart point, there is the empty stomach chamber that supporting plate is formed among two layers of " ten " character form structure, and supporting plate and the strong point of " ten " character form structure exist
The point of intersection of " ten " character form structure, grid cell C planar dimensions are 1272mm × 1272mm.
As the further scheme of the present invention：The grid cell D by six roots of sensation length be 2545mm No.1 angle steel, four
Length is made up of 3819mm four bugle steel and six roots of sensation supporting plate, and three No.1 angle steel and two four bugle steel form three horizontal strokes two
Vertical structure, two layers three horizontal strokes two indulge the empty stomach chamber for having supporting plate to be formed among structure, the strong point of supporting plate and three horizontal strokes, two vertical structure
In the point of intersection of No.1 angle steel and four bugle steel, grid cell D planar dimensions are 2545mm × 3819mm.
As the further scheme of the present invention：The grid cell E by four root long degree be 1272mm three bugle steel, two
Length is made up of 2545mm No.1 angle steel and two supporting plates, and two three bugle steel and a No.1 angle steel form two horizontal strokes one
Vertical structure, two layers liang of horizontal stroke one indulge the empty stomach chamber for having supporting plate to be formed among structure, supporting plate with and a supporting plate the strong point
In the point of intersection of three bugle steel and No.1 angle steel, grid cell E planar dimensions are 1272mm × 2545mm.
As the further scheme of the present invention：Pass through grid cell between adjacent grid cell on the steel mesh case frame
The tie point empty stomach grid superstructure to form empty stomach tabular that is rigidly connected has the highly different species of two kinds of empty stomaches, respectively for general
The empty stomach of logical floor is highly 120mm empty stomach grid superstructures and the empty stomach for automatic spraying equipment layer is highly 200mm empty stomaches
Grid superstructure.
As the further scheme of the present invention：Gone back between the wall frame each unit and between grid cell each unit
It is all the strong splicing such as upper and lower string T-steel, high-strength friction bolt connection to have the connected mode between grid cell and wall frame
The strong butt welding such as web, flange plate, " bolting and welding type " connection being formed, wherein welding manner welds for groove welding, and with free
The steel lattice of the double layer grid unit composition in abdominal cavity forms boxlike steel mesh case frame by wall frame and intermediate cylinder and is used as every layer
The supporter of building superstructure.
As the further scheme of the present invention：" the cylinder in the compound orthogonal-diagonal lattice space steel lattice boxlike cylinder of assembled
The mode of construction of structure " is that periphery steel construction is installed from bottom to top, i.e. first layer after two to three layers of intermediate cylinder concrete constructions
After the installation of steel mesh form steel frame, then first layer steel empty stomach waffle slab is installed, then the second layer, third layer are installed according to same processes
Mounting means Deng, steel construction is " orthogonal-diagonal lattice " installation, i.e., the composition angle steel of steel construction and wall frame and intermediate cylinder are at 45 °
Direction, the tall and slender structure for ultimately forming " cylinder mixed structure in the compound orthogonal-diagonal lattice space steel lattice boxlike cylinder of assembled " are whole
Body.
Compared with prior art, the beneficial effects of the invention are as follows：The compound orthogonal-diagonal lattice space steel lattice boxlike of assembled
Tube-in-tube structure is in configuration aspects, and in addition to good quiet, power mechanical characteristic, it and traditional steel construction compare steel using amount
Further reduce, eliminate the secondary assembly again in job site, realize the high-rise structural system with Super High office building building, dress
With monoblock type industrialization development.
The additional aspect and advantage of the present invention will be set forth in part in the description, and will partly become from the following description
Obtain substantially, or recognized by the practice of the present invention.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, without having to pay creative labor, may be used also
To obtain other accompanying drawings according to these accompanying drawings.
Fig. 1 is grid cell A, B, C, D, E of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled
Compound layout drawing.
The structure that Fig. 2 is the grid cell A of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled is shown
It is intended to.
The structure that Fig. 3 is the grid cell B of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled is shown
It is intended to.
The structure that Fig. 4 is the grid cell C of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled is shown
It is intended to.
The structure that Fig. 5 is the grid cell D of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled is shown
It is intended to.
The structure that Fig. 6 is the grid cell E of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled is shown
It is intended to.
Fig. 7 is the grid cell A of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled section structure
Make figure.
Fig. 8 is the wall part grid framework list of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled
First component I, grid framework unit block II, the layout drawing of grid framework unit block III and grid framework unit block IV.
Fig. 9 is the grid framework unit block I of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled
Structural representation.
Figure 10 is the grid framework unit block of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled
II structural representation.
Figure 11 is the grid framework unit block of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled
III structural representation.
Figure 12 is the grid framework unit block of the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled
IV structural representation.
In figure：Wall frame 1, grid cell 2, intermediate cylinder 3, grid cell tie point 4, No.1 angle steel 5, two bugle steel 6,
Three bugle steel 7, four bugle steel 8, five bugle steel 9, supporting plate 10, wall frame unit I 11, wall frame unit II 12, wall
Frame unit III 13, wall frame unit IV 14, grid cell A21, grid cell B22, grid cell C23, grid cell
D24, grid cell E25, the connector 111 of wall frame unit I, wall frame unit II connector 121, wall frame unit II
Column 122, wall frame unit II crossbeam 123 and the connector 141 of wall frame unit IV.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
Refer to Fig. 1~12, in the embodiment of the present invention, a kind of compound orthogonal-diagonal lattice space steel lattice boxlike cylinder of assembled
Tube-in-tube structure, including wall frame 1, grid cell 2, intermediate cylinder 3, grid cell tie point 4, No.1 angle steel 5, two bugle steel 6,
Three bugle steel 7, four bugle steel 8, five bugle steel 9, supporting plate 10, wall frame unit I 11, wall frame unit II 12, wall
Frame unit III 13, wall frame unit IV 14, grid cell A21, grid cell B22, grid cell C23, grid cell
D24, grid cell E25, the connector 111 of wall frame unit I, wall frame unit II connector 121, wall frame unit II
Column 122, wall frame unit II crossbeam 123 and the connector 141 of wall frame unit IV, the wall frame 1, grid cell
2 and intermediate cylinder 3 form steel mesh case frame at grade, pass through on the steel mesh case frame between adjacent grid cell 2
Grid cell tie point 4 is rigidly connected to form the empty stomach grid superstructure of empty stomach tabular, and grid cell 2 divides for grid cell A21, net
Five lattice unit B 22, grid cell C23, grid cell D24 and grid cell E25 models, the grid list of each different model
Member 2 be all be 2545mm by some length No.1 angle steel 5, the two bugle steel 6 that length is 5092mm, three that length is 1272mm
Bugle steel 7, the four bugle steel 8 that length is 3819mm and supporting plate 10 combine, and wall frame 1 is then divided into wall frame unit
I 11, wall frame unit II 12, wall frame unit III 13 and wall frame unit IV 14, wherein wall frame unit I 11,
Wall frame unit II 12 and wall frame unit IV 14 are component, and wall frame unit III 13 is girder steel loose mail, wall frame
When unit I 11, wall frame unit II 12, wall frame unit III 13 and wall frame unit IV 14 form wall frame 1, remove
Outside marginal position, connected between each two wall frame unit I 11 by wall frame unit II 12 and wall frame unit III 13,
Wall frame unit I 11, wall frame unit II 12, wall frame unit III 13 and wall frame unit IV 14 are by wall frame
The connector 111 of frame unit I, wall frame unit II connector 121, wall frame unit II column 122, wall frame unit II
Crossbeam 123, the connector 141 of wall frame unit IV and including length be 3200mm four bugle steel 9 including some girder steels, steel
Post loose mail forms.
The wall frame unit I 11 is the critical piece of wall frame 1, and its structure is four bugles that length is 3200mm
Steel 9 installs a connector 111 of wall frame unit I, and the angle of the connector 111 of wall frame unit I is 90 °, is all connected to
On grid cell 2；
The wall frame unit II 12 includes wall frame unit II connector 121, wall frame unit II column 122, wall
A wall frame unit II is fixed in the crossbeam 123 of body frame unit II, the centre position of two wall frame unit II crossbeams 123
Column 122, openings are fixedly mounted in the point of intersection of wall frame unit II column 122 and wall frame unit II crossbeam 123
To consistent wall frame unit II connector 121, the angle of wall frame unit II connector 121 is 90 °；
The wall frame unit III 13 is a girder steel loose mail, and wall frame unit III 13 connects two adjacent wall frames
Unit I 11, or connecting wall frame unit I 11 and wall frame unit IV 14；
The wall frame unit IV 14 is similar to wall frame unit I 11, wall frame unit IV 14 and wall frame unit I
11 connector of wall frame unit IV being connected with grid cell 2 for being distinguished as installing on grid framework unit block IV 19
141 angle is 45 °, the wall frame unit on the wall frame unit IV 14 of the edge of a face wall frame 1
IV connector 141 has two connecting rods, and one of connecting rod is connected on grid cell 2, and the connection of another connecting rod is adjacent
Wall frame unit II 12 on another side wall frame 1.
The grid cell A21 is maximum grid cell, and grid cell A21 is by a bugle that eight root long degree are 2545mm
Steel 5, four root long degree are made up of 5092mm two bugle steel 6 and eight supporting plates 10, four No.1 angle steel 5 and two two bugles
Steel 6 forms four horizontal strokes, two vertical structure, and two layers four horizontal strokes two indulge the empty stomach chamber for having supporting plate 10 to be formed among structure, and supporting plate 10 and four is horizontal
For the strong point of two vertical structures in the point of intersection of the bugle steel 6 of No.1 angle steel 5 and two, grid cell A21 planar dimension is 2545mm
×5092mm。
The grid cell B22 is made up of eight root long degree 2545mm No.1 angle steel 5 and four supporting plates 10, four
No.1 angle steel 5 is vertical two-by-two, and two vertical structure of the composition two that intersects horizontal stroke, intersection point is in the end points a quarter apart from No.1 angle steel 5
At length, two layers liang of horizontal stroke two indulges the empty stomach chamber for having supporting plate 10 to be formed among structure, the branch of two vertical structure of the horizontal stroke of supporting plate 10 and two
For support point in the point of intersection of adjacent No.1 angle steel 5, grid cell B22 planar dimensions are 2545mm × 2545mm.
The grid cell C23 is made up of four root long degree 1272mm three bugle steel 7 and a supporting plate, two three
Bugle steel 7 is orthogonal, intersects and forms " ten " character form structure, and intersection point is the central point of three bugle steel 7, two layers of " ten " font knot
There is the empty stomach chamber that supporting plate 10 is formed among structure, the friendship of the strong point of supporting plate 10 and " ten " character form structure in " ten " character form structure
At point, grid cell C23 planar dimensions are 1272mm × 1272mm.
Four bugles that No.1 angle steel 5 that the grid cell D24 is 2545mm by six roots of sensation length, four root long degree are 3819mm
Steel 8 and six roots of sensation supporting plate are formed, and three No.1 angle steel 5 and two four bugle steel 8 form three horizontal strokes, two vertical structure, two layers of three horizontal strokes two
Have the empty stomach chamber that supporting plate 10 is formed among vertical structure, the horizontal stroke of supporting plate 10 and three two indulge the strong point of structure in No.1 angle steel 5 and
The point of intersection of four bugle steel 8, grid cell D24 planar dimensions are 2545mm × 3819mm.
The bugle that the grid cell E25 is 2545mm by three bugle steel 7 that four root long degree are 1272mm, two root long degree
Steel 5 and two supporting plates are formed, and two three bugle steel 7 and a No.1 angle steel 5 form two horizontal strokes, one vertical structure, two layers liang of horizontal stroke one
Have the empty stomach chamber that supporting plate 10 is formed among vertical structure, supporting plate 10 with and a supporting plate the strong point in three bugle steel 7 and
The point of intersection of No.1 angle steel 5, grid cell E25 planar dimensions are 1272mm × 2545mm.
It is rigidly connected to form sky by grid cell tie point 4 between adjacent grid cell 2 on the steel mesh case frame
The empty stomach grid superstructure of web-like has the highly different species of two kinds of empty stomaches, and the respectively empty stomach for common floor is highly
120mm empty stomach grid superstructures and empty stomach for automatic spraying equipment layer are highly 200mm empty stomach grid superstructures.
There are grid cell 2 and wall frame between each unit of wall frame 1 and between each unit of grid cell 2
Connected mode between 1 is all strong right for the strong splicing such as upper and lower string T-steel, high-strength friction bolt connection web, flange plate etc.
Weldering, " bolting and welding type " connection is formed, wherein welding manner welds for groove welding, and the double layer grid unit with empty stomach chamber
The steel lattice of 2 compositions is used as the supporter per floor superstructure by wall frame 1 and the formation boxlike steel mesh case frame of intermediate cylinder 3.
The mode of construction of " the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled " is in centre
After two to three layers of 3 concrete constructions of cylinder, periphery steel construction is installed from bottom to top, i.e., after the installation of first layer steel mesh form steel frame,
First layer steel empty stomach waffle slab is installed again, then the second layer, third layer etc. are installed according to same processes, the mounting means of steel construction is
" orthogonal-diagonal lattice " is installed, i.e. the composition angle steel of steel construction and 3 direction at 45 ° of wall frame 1 and intermediate cylinder, ultimately forms " assembling
The tall and slender structure of cylinder mixed structure in the compound orthogonal-diagonal lattice space steel lattice boxlike cylinder of formula " is overall.
The present invention operation principle be：
" cylinder mixed structure in the compound orthogonal-diagonal lattice space steel lattice boxlike cylinder of assembled " is in " orthogonal-diagonal lattice space steel lattice
Developing and development on the basis of cylinder mixed structure in boxlike cylinder ", its cardinal principle is the mechanics effect with " plate ", in plate
Grid from large to small when, its superstructure steel laced beam unit width rigidity is constant, the compound shaped steel formed using this mechanics principle
Empty stomach grid superstructure, its stress is more uniform, due to grid change it is small after formed be connected with post it is compound, i.e., along two 45 ° of sides
To there is two laced beams to be connected with post rigid connection, another two laced beam is connected with Vierendeel girder rigid connection, forms compound, orthogonal-diagonal lattice steel empty stomach
Superstructure, the steel lattice frame structure intercolumniation on high building periphery, that is, after determining post net, then orthogonal-diagonal lattice size of mesh opening is determined, formed
Laced beam is orthogonal and the space steel lattice box structure that is rigidly connected with frame column in 45 ° of obliques.It is whole in order to reach assembling
The requirement of body formula, minimizes superstructure steel lattice, on the basis of superstructure original orthogonal-diagonal lattice grid, by grid by changing into, high building
Lattice number increase is original 4 times, in the situation that steel empty stomach waffle slab specific stiffness is constant, makes grid protocol compound, makes
The rigidity and intensity of superstructure give full play to the mechanical property of new tall and slender structure, because all kinds of components are small-sized closer to " plate "
Change, manufacture in factory floor, no longer limited by the width of highway exit, job site is disposably pacified without secondary assembly
Position is attached to, forms " the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled integral " new system, is realized high-rise
With the structural system industrialization development of Super High office building building.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit requires rather than described above limits, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention.Any reference in claim should not be considered as to the involved claim of limitation.
Claims (10)
1. the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of kind of assembled, including wall frame (1), grid cell
(2), intermediate cylinder (3), grid cell tie point (4), No.1 angle steel (5), two bugle steel (6), three bugle steel (7), four bugle steel
(8), five bugle steel (9), supporting plate (10), wall frame unit I (11), wall frame unit II (12), wall frame unit
III (13), wall frame unit IV (14), grid cell A (21), grid cell B (22), grid cell C (23), grid cell D
(24), grid cell E (25), the connector of wall frame unit I (111), wall frame unit II connector (121), wall frame
Frame unit II column (122), wall frame unit II crossbeam (123) and the connector of wall frame unit IV (141), its feature exist
In the wall frame (1), grid cell (2) and intermediate cylinder (3) form steel mesh case frame at grade, in the steel mesh
It is rigidly connected to form the empty stomach of empty stomach tabular by grid cell tie point (4) between adjacent grid cell (2) on case frame
Grid superstructure, grid cell (2) are divided into grid cell A (21), grid cell B (22), grid cell C (23), grid cell D
(24) it by some length is 2545mm that and (25) five models of grid cell E, the grid cell (2) of each different model, which is,
No.1 angle steel (5), the two bugle steel (6) that length is 5092mm, the three bugle steel (7) that length is 1272mm, length be
3819mm four bugle steel (8) and supporting plate (10) combine, and wall frame (1) is then divided into wall frame unit I (11), wall
Body frame unit II (12), wall frame unit III (13) and wall frame unit IV (14), wherein wall frame unit I
(11), wall frame unit II (12) and wall frame unit IV (14) are component, and wall frame unit III (13) dissipates for girder steel
Part, wall frame unit I (11), wall frame unit II (12), wall frame unit III (13) and wall frame unit IV
(14) when forming wall frame (1), in addition to marginal position, by wall frame unit between each two wall frame unit I (11)
II (12) and wall frame unit III (13) connection, wall frame unit I (11), wall frame unit II (12), wall frame
Unit III (13) with wall frame unit IV (14) is connected by the connector of wall frame unit I (111), wall frame unit II
Part (121), wall frame unit II column (122), wall frame unit II crossbeam (123), the connector of wall frame unit IV
(141) and including length be 3200mm four bugle steel (9) including some girder steels, steel column loose mail composition.
2. the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, its feature
It is, the wall frame unit I (11) is the critical piece of wall frame (1), and its structure is No. four that length is 3200mm
Angle steel (9) installs a connector of wall frame unit I (111), and the angle of the connector of wall frame unit I (111) is 90 °,
All it is connected on grid cell (2)；
The wall frame unit II (12) includes wall frame unit II connector (121), wall frame unit II column
(122) wall is fixed in, wall frame unit II crossbeam (123), the centre position of two wall frame unit II crossbeams (123)
The column of body frame unit II (122), in the friendship of wall frame unit II column (122) and wall frame unit II crossbeam (123)
The consistent wall frame unit II connector (121) of opening direction, wall frame unit II connector (121) are fixedly mounted at point
Angle be 90 °；
The wall frame unit III (13) is a girder steel loose mail, and wall frame unit III (13) connects two adjacent walls
Frame unit I (11), or connecting wall frame unit I (11) and wall frame unit IV (14)；
The wall frame unit IV (14) is similar to wall frame unit I (11), wall frame unit IV (14) and wall frame
The wall frame being connected with grid cell (2) for being distinguished as installing on grid framework unit block IV (19) of frame unit I (11)
The angle of the connector of unit IV (141) is 45 °, the wall frame unit IV installed in the edge of a face wall frame (1)
(14) connector of wall frame unit IV (141) on has two connecting rods, and one of connecting rod is connected on grid cell (2)
On, another connecting rod connects the wall frame unit II (12) on adjacent another side wall frame (1).
3. the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, its feature
It is, the grid cell A (21) is maximum grid cell, and grid cell A (21) is by No.1 that eight root long degree are 2545mm
Angle steel (5), four root long degree are made up of 5092mm two bugle steel (6) and eight supporting plates (10), four No.1 angle steel (5) and
Two two bugle steel (6) form four horizontal strokes, two vertical structure, have the empty stomach chamber that supporting plate (10) is formed among the vertical structure of two layers four horizontal strokes two,
Supporting plate (10) indulges the strong point of structure in the point of intersection of No.1 angle steel (5) and two bugle steel (6), grid cell A with four horizontal strokes two
(21) planar dimension is 2545mm × 5092mm.
4. the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, its feature
It is, the grid cell B (22) is made up of eight root long degree 2545mm No.1 angle steel (5) and four supporting plates (10),
Four No.1 angle steel (5) are orthogonal, and two vertical structure of the composition two that intersects horizontal stroke, intersection point is in the end points apart from No.1 angle steel (5)
At a quarter length, two layers liang of horizontal stroke two indulges the empty stomach chamber for having supporting plate (10) to be formed among structure, and supporting plate (10) is horizontal with two
The strong point of two vertical structures adjacent No.1 angle steel (5) point of intersection, grid cell B (22) planar dimension be 2545mm ×
2545mm。
5. the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, its feature
It is, the grid cell C (23) is made up of four root long degree 1272mm three bugle steel (7) and a supporting plate, two
Three bugle steel (7) are orthogonal, intersect and form " ten " character form structure, and intersection point is the central point of three bugle steel (7), two layers " ten "
There is the empty stomach chamber that supporting plate (10) is formed among character form structure, the strong point of supporting plate (10) and " ten " character form structure is in " ten " word
The point of intersection of shape structure, grid cell C (23) planar dimension are 1272mm × 1272mm.
6. the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, its feature
It is, the grid cell D (24) is by No.1 angle steel (5) that six roots of sensation length is 2545mm, No. four that four root long degree are 3819mm
Angle steel (8) and six roots of sensation supporting plate are formed, three No.1 angle steel (5) and two four bugle steel (8) composition, three horizontal stroke, two vertical structures, and two
There is the empty stomach chamber that supporting plate (10) is formed among two vertical structure of the horizontal stroke of layer three, the strong point of supporting plate (10) and three horizontal strokes, two vertical structure exists
The point of intersection of No.1 angle steel (5) and four bugle steel (8), grid cell D (24) planar dimension are 2545mm × 3819mm.
7. the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, its feature
It is, the No.1 that the grid cell E (25) is 2545mm by three bugle steel (7) that four root long degree are 1272mm, two root long degree
Angle steel (5) and two supporting plates are formed, two three bugle steel (7) and two horizontal stroke of No.1 angle steel (5) composition, an one vertical structures, and two
Have the empty stomach chamber that supporting plate (10) is formed among one vertical structures of the horizontal stroke of layer two, supporting plate (10) with and the strong point of a supporting plate exist
The point of intersection of three bugle steel (7) and No.1 angle steel (5), grid cell E (25) planar dimension are 1272mm × 2545mm.
8. the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, its feature
It is, is rigidly connected to form sky by grid cell tie point (4) between adjacent grid cell (2) on the steel mesh case frame
The empty stomach grid superstructure of web-like has the highly different species of two kinds of empty stomaches, and the respectively empty stomach for common floor is highly
120mm empty stomach grid superstructures and empty stomach for automatic spraying equipment layer are highly 200mm empty stomach grid superstructures.
9. the assembled according to claim 3 or claim 4 or claim 5 or claim 6 or claim 7 is answered
Mould assembly orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure, it is characterised in that between wall frame (1) each unit and
There is the connected mode between grid cell (2) and wall frame (1) all T-shaped for upper and lower string between grid cell (2) each unit
Steel etc. splices by force, high-strength friction bolt connection web, the strong butt welding such as flange plate, " bolting and welding type " connection is formed, wherein welding
Connect mode to weld for groove welding, and the steel lattice that the double layer grid unit (2) with empty stomach chamber forms passes through wall frame (1)
Boxlike steel mesh case frame is formed as the supporter per floor superstructure with intermediate cylinder (3).
10. the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, its feature
It is, the mode of construction of " the compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled " is mixed in intermediate cylinder (3)
After solidifying civil engineering makes two to three layers, periphery steel construction is installed from bottom to top, i.e., after the installation of first layer steel mesh form steel frame, then installs
First layer steel empty stomach waffle slab, then the second layer, third layer are installed according to same processes, the mounting means of steel construction is " orthogonal-diagonal lattice "
Installation, i.e. the composition angle steel of steel construction and wall frame (1) and intermediate cylinder (3) direction at 45 °, ultimately form that " assembled is compound
The tall and slender structure of cylinder mixed structure in the steel lattice boxlike cylinder of type orthogonal-diagonal lattice space " is overall.
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