CN207526215U - Steel structure tower - Google Patents
Steel structure tower Download PDFInfo
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- CN207526215U CN207526215U CN201721532000.1U CN201721532000U CN207526215U CN 207526215 U CN207526215 U CN 207526215U CN 201721532000 U CN201721532000 U CN 201721532000U CN 207526215 U CN207526215 U CN 207526215U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 188
- 239000010959 steel Substances 0.000 title claims abstract description 188
- 238000010276 construction Methods 0.000 claims abstract description 79
- 238000005034 decoration Methods 0.000 claims description 23
- 238000000465 moulding Methods 0.000 claims description 21
- 230000035807 sensation Effects 0.000 claims description 12
- 239000000758 substrate Substances 0.000 claims description 12
- 230000000740 bleeding effect Effects 0.000 claims description 11
- 241000282326 Felis catus Species 0.000 claims description 4
- 239000011159 matrix material Substances 0.000 claims description 2
- 238000003032 molecular docking Methods 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 210000001503 joint Anatomy 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 18
- 238000009434 installation Methods 0.000 description 16
- 208000032843 Hemorrhage Diseases 0.000 description 9
- 208000034158 bleeding Diseases 0.000 description 9
- 231100000319 bleeding Toxicity 0.000 description 9
- 238000000034 method Methods 0.000 description 5
- FGUUSXIOTUKUDN-IBGZPJMESA-N C1(=CC=CC=C1)N1C2=C(NC([C@H](C1)NC=1OC(=NN=1)C1=CC=CC=C1)=O)C=CC=C2 Chemical compound C1(=CC=CC=C1)N1C2=C(NC([C@H](C1)NC=1OC(=NN=1)C1=CC=CC=C1)=O)C=CC=C2 FGUUSXIOTUKUDN-IBGZPJMESA-N 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000002459 sustained effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
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Abstract
The utility model provides a steel structure tower, includes steel construction and curtain wall construction, stair and top of the tower decorative body in the steel construction includes body of the tower, and the body of the tower wholly is the tower form, including lower section tower, well section tower and upper segment tower, lower section tower is regular hexagonal prism shape, and well section tower is regular hexagonal frustum shape, and the upper segment tower is regular triangular pyramid shape, includes three upper segment steel columns along the arris setting of regular triangular pyramid, the bottom of upper segment steel column and the top interval butt joint of middle section steel-pipe column, stair are by the inside of supreme middle section tower of setting up down in the tower, stair include the two steel ladders of running the stair of hypomere and upper segment in the tower, the utility model discloses divide into hoist and mount tower festival from top to bottom with the body of the tower, divide into two hoist and mount units again about every hoist and mount tower festival and connect high altitude construction platform, the construction step makes clear and makes clear the construction.
Description
Technical field
The utility model is related to a kind of steel construction and its construction method, particularly a kind of steel structure tower and its construction method.
Background technology
With the increasingly raising of existing building technology, architect is able to enrich the design style of oneself, designs various needs
Use function and shape.The more particularly design style with typical regional characters, while basic architecture design is ensured,
In the case where component conveying and Lifting Capacity are limited, steel construction can only carry out sectional making in processing factory, how by component into
Row also ensures the installation quality in later stage while being cleverly segmented and decompose.When installing lifting elements simultaneously, if steel construction
Improper the problem of often meeting deformation is segmented, how to ensure the construction quality in installation process is also that be badly in need of solving one asks
Topic.
Utility model content
The purpose of this utility model is to provide a kind of steel structure tower and its construction method, to solve how pyramidal structure is segmented
The technical issues of making, how the aerial installation in scene ensures construction quality.
To achieve the above object, the utility model adopts the following technical solution：
A kind of steel structure tower, including the steel construction being located on concrete substrate and the curtain being fixedly connected on the outside of steel construction
Wall construction, the steel construction include stair and tower top decoration in tower body, tower,
The tower body is integrally in tower-like, including hypomere tower, stage casing tower and epimere tower,
The hypomere tower is in regular hexagonal prism shape, and including the hypomere steel column that the six roots of sensation is set along incline, the hypomere steel column is buries
Enter the stiff steel reinforced column in concrete substrate, connect by cast-in fixing bolt with concrete substrate,
The stage casing tower be in positive hexagonal pyramid platform shape, including along positive hexagonal pyramid platform incline setting six roots of sensation stage casing steel pipe column and
One group of steel pipe ring beam,
The bottom end of the stage casing steel pipe column is docked one by one with the top of hypomere steel column, and the steel pipe ring beam is vertical along stage casing tower
It is spaced apart,
Per pass steel pipe ring beam forms regular hexagon, the regular hexagon ruler that this group of steel pipe ring beam is formed from bottom to top along stage casing tower
It is very little sequentially to reduce,
The epimere tower be in positive triangular pyramid, include along positive triangular pyramid incline set three epimere steel columns, it is described on
The bottom end of Duan Gangzhu is docked with the top interval of stage casing steel pipe column,
Stair set the inside of stage casing tower from the bottom to top in the tower, and stair are empty with the receiving inside the tower of stage casing in the tower
Between subject to be divided into the steel cat ladders of double badly bleeding stair and epimere including hypomere,
Double badly bleeding stair include one group of horizontal landing and one group of slanting stair step, the landing
It is alternately connected on the steel pipe column of stage casing in tower, the stair step is connected between two neighbouring landings.
The hypomere tower is divided into hypomere erection tower section into section, includes six roots of sensation hypomere steel column, phase on every section of hypomere erection tower section
It is docked between steel column between adjacent hypomere erection tower section,
The stage casing tower is divided into stage casing erection tower section into section, includes six roots of sensation stage casing steel pipe column on every section of stage casing erection tower section,
Except the most coxopodite of stage casing erection tower section, include at least one of steel pipe ring beam, adjacent stage casing steel pipe column for every section on remaining tower section
Between dock,
The epimere tower is divided into epimere erection tower section into section, includes three epimere steel pipe columns on every section of epimere erection tower section,
It is docked between adjacent epimere steel pipe column.
The most coxopodite of the stage casing erection tower section exposes concrete substrate, and the section is fixedly connected with horizontal circular flat
Platform steel construction is also fixedly connected with horizontal circular platform steel construction on the most coxopodite in the epimere erection tower section.
The circular platform steel construction includes concentric outer annular beam and inside regular polygon ring beam, further includes inner and outer ring
Tie-beam and intercolumniation linking beam,
The outer annular beam is enclosed in the periphery of steel pipe column, by it is radial, connect one to one with steel pipe column in
Outer shroud tie-beam is fixedly connected on the periphery of steel pipe column, and the inside regular polygon ring beam is sequentially connected between steel pipe column, phase
To steel pipe column between be connected with intercolumniation linking beam, the inside regular polygon ring beam, inner and outer ring tie-beam and intercolumniation linking beam
Deck-molding it is identical, the deck-molding of the outer annular beam is less than inner and outer ring tie-beam, and the inside regular polygon ring beam, inner and outer ring connect
Linking beam sustained height position on steel pipe column connects between connecing beam and column.
The tower top decoration includes the vertical joint steel pipe being fixedly connected with the pinnacle of a pagoda of epimere tower and is fixedly connected on perpendicular
Decoration main body on joint steel pipe, the decoration main body are spliced in Five-pointed star by side is logical.
The utility model has the characteristics that and advantageous effect compared with prior art：
The utility model is the steel structure tower in building top, and structure stress is clearly ingenious in design, applies utilization of hour structure
The characteristics of shape itself, carries out Deepen Design, and it is two that tower body is divided into erection tower section, each erection tower section or so to be divided into up and down
Lifting elements simultaneously connect aerial work platform.In installation on ground lifting elements before construction, using the direct construction hoisting unit of crane
Then the installation method for connecing horizontal member between lifting elements is mended again.The utility model is applied especially suitable for tower steel construction
Work.
Description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the external structure schematic diagram of the utility model steel structure tower.
Fig. 2 is the schematic diagram of step a in the utility model construction method step two.
Fig. 3 is the schematic diagram of step b in the utility model construction method step two.
Fig. 4 is the schematic diagram of step c in the utility model construction method step two.
Fig. 5 is the schematic diagram of step d in the utility model construction method step two.
Fig. 6 is the schematic diagram of step e in the utility model construction method step two.
Fig. 7 is the schematic diagram of step f in the utility model construction method step two, including two lifting elements.
Fig. 8 is the schematic diagram of step f in the utility model construction method step two, including three lifting elements.
Fig. 9 is the planar structure schematic diagram of anti-deformation temperature pier girder steel.
Figure 10 is the schematic diagram that the utility model construction method step four installs vertical joint steel pipe.
Figure 11 is the schematic diagram of the installation decoration main body of the utility model construction method step four.
Figure 12 is that the most coxopodite stage casing tower section in the utility model construction method step six installs a circular platform steel knot
The schematic diagram of structure unit.
Figure 13 is that the most coxopodite stage casing tower section in the utility model construction method step six installs two circular platform steel knots
The schematic diagram of structure unit.
Figure 14 is two circular platform steel constructions in the most coxopodite stage casing tower section in the utility model construction method step six
The schematic diagram of horizontal member is connected between unit.
Figure 15 is the signal of remaining stage casing tower section one lifting elements of installation in the utility model construction method step six
Figure.
Figure 16 is the signal of remaining stage casing tower section two lifting elements of installation in the utility model construction method step six
Figure.
Figure 17 is to connect water between remaining two lifting elements of stage casing tower section in the utility model construction method step six
The schematic diagram of flat component.
Figure 18 is the structure diagram constructed to after epimere tower.
Figure 19 is the structure diagram constructed to after tower top decoration.
Reference numeral：1- tower bodies, 11- hypomeres steel column, 12- stage casings steel pipe column, 13- steel pipe ring beams, 14- epimere steel
Column, 1a- hypomere erection towers section, 1b- stage casings erection tower section, 1c- epimere erection towers section, stair, the bis- badly bleedings of 21- in 2- towers
Stair, 211- landings, 212- stair steps, 22- steel cat ladder, 3- tower tops decoration, the vertical joint steel pipes of 31-,
32- decorations main body, 4- circular platforms steel construction, 41- outer annulars beam, 42- insides regular polygon ring beam, 43- inner and outer rings
Tie-beam, 44- intercolumniations linking beam, 5- anti-deformation temperature piers girder steel, 6- high-altitude operation platforms, 61- platform units.
Specific embodiment
Embodiment is shown in Figure 1, a kind of steel structure tower, including the steel construction being located on concrete substrate and fixed company
The curtain wall construction being connected on the outside of steel construction, the steel construction include stair 2 and tower top decoration 3 in tower body 1, tower.
The tower body is in integrally tower-like, including hypomere tower, stage casing tower and epimere tower.
The hypomere tower is in regular hexagonal prism shape, and including the hypomere steel column 11 that the six roots of sensation is set along incline, the hypomere steel column is
Stiff steel reinforced column in Transducers Embedded in Concrete matrix is connect by cast-in fixing bolt with concrete substrate.
The stage casing tower is in positive hexagonal pyramid platform shape, includes the six roots of sensation stage casing steel pipe column 12 of the incline setting along positive hexagonal pyramid platform
With one group of steel pipe ring beam 13.
The bottom end of the stage casing steel pipe column 12 is docked one by one with the top of hypomere steel column 11, and the steel pipe ring beam 13 is along stage casing
Tower is vertically spaced apart.
Per pass steel pipe ring beam 13 forms regular hexagon, the regular hexagon that this group of steel pipe ring beam is formed from bottom to top along stage casing tower
Size sequentially reduces.
The epimere tower is in positive triangular pyramid, includes three epimere steel columns 14 of the incline setting along positive triangular pyramid, described
It is docked with the top interval of stage casing steel pipe column 12 bottom end of epimere steel column 14.
Shown in Figure 19, stair 2 set the inside of stage casing tower from the bottom to top in the tower, and stair 2 are in the tower
It is divided into the steel cat ladder 22 of double badly bleeding stair 21 and epimere including hypomere subject to accommodation space inside section tower.
Shown in Figure 17, double badly bleeding stair include one group of horizontal landing 211 and one group of slanting stair
Mark time 212, the landing 211 is alternately connected on stage casing steel pipe column 12 in tower, and the stair step 212 is connected to
Under between adjacent two landings 211.The stage casing steel pipe column 12 is passed through with 13 phase of steel pipe ring beam and is connect.
Shown in Figure 18, the hypomere tower, which is divided into section on hypomere erection tower section 1a, every section of hypomere erection tower section 1a, to be wrapped
It includes six roots of sensation hypomere steel column, is docked between the steel column between adjacent hypomere erection tower section.
The stage casing tower is divided into stage casing erection tower section 1b into section, includes six roots of sensation stage casing steel pipe on every section of stage casing erection tower section 1b
Column except the most coxopodite of stage casing erection tower section, includes at least one of steel pipe ring beam 13, adjacent stage casing steel for every section on remaining tower section
It is docked between tubing string.
The epimere tower is divided on epimere erection tower section 1c, every section of epimere erection tower section 1c into section and includes three epimere steel pipes
Column is docked between adjacent epimere steel pipe column.
Shown in Figure 18, the most coxopodite of the stage casing erection tower section exposes concrete substrate, and the section is fixedly connected
There is a horizontal circular platform steel construction 4, horizontal circular flat is also fixedly connected on the most coxopodite in the epimere erection tower section
Platform steel construction 4.
Shown in Figure 14, the circular platform steel construction 4 includes concentric outer annular beam 41 and inside regular polygon
Ring beam 42 further includes inner and outer ring tie-beam 43 and intercolumniation linking beam 4.The outer annular beam 41 is enclosed in the periphery of steel pipe column,
The inner and outer ring tie-beam 43 to be connected one to one by radial and steel pipe column is fixedly connected on the periphery of steel pipe column, described interior
Side regular polygon ring beam 42 is sequentially connected between steel pipe column, and intercolumniation linking beam 44 is connected between opposite steel pipe column, described
Inside regular polygon ring beam 42, inner and outer ring tie-beam 43 are identical with the deck-molding of intercolumniation linking beam 44, the outer annular beam 41
Deck-molding is less than inner and outer ring tie-beam 43, and the inside regular polygon ring beam 42, inner and outer ring tie-beam 43 and intercolumniation linking beam 44 exist
Sustained height position connects on steel pipe column.
Referring to shown in Figure 10-11, the tower top decoration 3 includes vertically connecting steel with what the pinnacle of a pagoda of epimere tower was fixedly connected
Pipe 31 and the decoration main body 32 being fixedly connected on vertical joint steel pipe, the decoration main body is in Five-pointed star, by the logical splicing in side
It forms.
The construction method of this steel structure tower, construction procedure are as follows：
The threedimensional model of entire steel structure tower is established using BIM, it, will according to the actual conditions of traffic condition and on-site hoisting
Component is segmented, is decomposed, and being derived automatically from manuscript using BIM instructs worker to make, and ensures production quality.Meanwhile using ground
Face assembly smallest assembled rigid unit, the installation method of unit integral hoisting.It lifts and deforms for prevention unit, increase interim add in unit lower end
Gu Liang.Using BIM models, the construction diagrams guidance of direct lead-out unit is assembled.Using BIM models, every steel pipe column is directly measured
Center relative to engineering origin three-dimensional coordinate, during installation using total station survey, check steel pipe column centre coordinate, ensure installation
Quality.
It is specific as follows：
Hypomere tower, stage casing tower and epimere tower according to tower crane elevating capacity, are divided into hypomere erection tower by step 1 into section respectively
1a, stage casing erection tower section 1b and epimere erection tower section 1c are saved, wherein every section of stage casing erection tower section 1b is divided into two of symmetrical configuration
Lifting elements.
Step 2 on the ground carries out stage casing erection tower section according to Deepen Design the setting-out of moulding bed axis, then on ground
The moulding bed of lifting elements is set up on face, and assembly is carried out on moulding bed, is divided into double badly bleeding stair construction sections and steel access ladder construction section.
The precision of assembled moulding bed directly affects the splicing accuracy of tower body, to ensure the precision of moulding bed, is built in BIM models
The model of good moulding bed directly exports moulding bed detail drawing, is not more than 1mm by derived detail drawing setting-out, error during moulding bed measure axis.
Simultaneously because the both ends absolute altitude of steel pipe is different, the distance of the top mark rise of each facade supporting rack bracket from the ground is different,
Value is directly measured from BIM models, and field erected absolute altitude error is not more than 1mm.
In addition to the most coxopodite of stage casing erection tower section, double badly bleeding stair construction sections and steel access ladder construction Duan Jun include following step
Suddenly：
Step a, shown in Figure 2, each lifting elements include three stage casing steel pipe columns 12, first by two adjacent planes
Interior stage casing steel pipe column 12 is in place on moulding bed.
Step b, it is shown in Figure 3, a steel pipe ring beam is then connected between two stage casing steel pipe columns 12 of step a
13。
Step c, it is shown in Figure 4, third root stage casing steel pipe column 12 is in place on moulding bed, then in third root stage casing steel
A steel pipe ring beam 13 is reconnected between 12 of stage casing steel pipe column in tubing string 12 and step a.
Step d, referring to shown in Fig. 5 and Fig. 9, in stage casing, position of the lower end of steel pipe column without ring beam is fixedly connected with anti-deformation
Temperature pier girder steel 5, anti-deformation temperature pier girder steel are wait absolute altitudes setting two or three, are connected to lifting elements
Between stage casing steel pipe column 12.It is three in Fig. 9, reinforcing steel beam is equipped between the two neighboring stage casing steel pipe column in lifting elements
5。
Step f repeats to continue the lifting elements of assembled next section referring to Fig. 7, shown in Figure 8, and assembled next section
Lifting elements.
Wherein double badly bleeding stair construction sections include step e also after step d, shown in Figure 6, in three stage casing steel pipe columns
Landing 211 is connected between 12.
Stage casing tower assembly finishes.
Step 3 on the ground carries out epimere erection tower section according to Deepen Design the setting-out of moulding bed axis, then on ground
Moulding bed is set up on face, and assembly is carried out on moulding bed.
Step 4 on the ground carries out assembled tower top decoration according to Deepen Design the setting-out of moulding bed axis, Ran Hou
Moulding bed is set up on ground, and assembly is carried out on moulding bed.
Then step 5, pre-embedded bolt of constructing lift by crane hypomere erection tower section 1a by crane and carry out installation docking, pour mixed
Solidifying soil makes hypomere tower submerge concrete substrate, and the top surface of concrete substrate is exposed in the top end part for the hypomere tower being connect with stage casing tower.
Step 6, double badly bleeding stair construction sections of constructing：
Referring to shown in Figure 15-17, one of lifting elements of most coxopodite in the construction section are lifted by crane by crane, by the list
Three stage casing steel pipe columns 12 of member dock respectively with three hypomere steel columns 11 of hypomere tower, and then in addition crane lifts by crane most bottom section
One lifting elements docks three stage casing steel pipe columns 12 of the unit with other three hypomere steel columns 11 of hypomere tower respectively,
Then the horizontal member between lifting elements of filling a vacancy；Finally the landing 211 between two lifting elements of most coxopodite it
Between alternately connection stair step 212.
Step 7 repeats construction procedure six until steel access ladder construction section.
Step 8, construction steel access ladder construction section：One of lifting list of most coxopodite in the construction section is lifted by crane by crane
Member docks three stage casing steel pipe columns 12 of the unit with three hypomere steel columns 11 of hypomere tower respectively, and then crane lifts by crane most
Bottom section another lifting elements, by three stage casing steel pipe columns 12 of the unit respectively with other three hypomere steel of hypomere tower
Column 11 docks, the horizontal member between lifting elements of then filling a vacancy；Steel finally is installed between two lifting elements of most coxopodite
Cat ladder 22.
Step 9 repeats construction procedure eight until erection tower section 1b constructions in stage casing finish.
Step 10, by each epimere erection tower section 1c of crane integral lifting, most coxopodite is docked with stage casing tower, and the steel is climbed
Ladder is stretched into epimere tower.
Step 11 passes through crane integral lifting tower top decoration 3, the pinnacle of a pagoda pair of vertical joint steel pipe 31 and epimere tower
It connects, installation is complete.
Step 12, curtain wall construction 6 of constructing, steel structure tower construction finish.
Referring to shown in Figure 12-14, when the most coxopodite for the stage casing erection tower section 1a that constructs, the lifting elements are included in three
Section steel pipe column and circular platform steel construction unit, each circular platform steel construction unit include the outer annular beam of one section of arc
41st, two inside regular polygon ring beams 42 and three inner and outer ring tie-beams 43, horizontal member is circular platform steel knot at this
The non-installation component of residue of structure unit is linked including two sections of outer annular beams, 41, two inside regular polygon ring beams 42 and intercolumniation
Beam 44, the inside regular polygon ring beam in horizontal member are parallel with intercolumniation linking beam 44.
Referring to shown in Figure 15-17, when remaining the tower section for stage casing erection tower section of constructing, horizontal member is steel pipe at this
The non-installation component of residue of ring beam.
Referring to shown in Figure 15-17, a high-altitude operation platform 6 has been fixedly connected on the outside of each stage casing erection tower section 1b,
The high-altitude operation platform is fixedly mounted in the form of platform unit 61 in lifting elements before step 6, the water at this
Residue non-installation component of the flat component for high-altitude operation platform 6.
The curtain wall construction includes tower body curtain wall and tower top decoration curtain wall.The tower body curtain wall by steel construction prism,
Terrace with edge or each side of pyramidal shape divide one piece of tower body curtain wall unit, and each tower body curtain wall unit includes tower body facing, tower body
Keel and connector, the tower body facing and tower body keel are integral in installation on ground, and by connector and tower body keel
Welding, is directly lifted by tower crane and is bolted in place to the outside of steel construction, with steel construction.The tower top decoration curtain
Wall includes decoration facing and decoration keel, the decoration keel and welding for steel structure.
Claims (5)
1. a kind of steel structure tower, including the steel construction being located on concrete substrate and the curtain wall being fixedly connected on the outside of steel construction
Structure, it is characterised in that：The steel construction includes tower body（1）, stair in tower（2）With tower top decoration（3）,
The tower body is integrally in tower-like, including hypomere tower, stage casing tower and epimere tower,
The hypomere tower is in regular hexagonal prism shape, the hypomere steel column set including the six roots of sensation along incline（11）, the hypomere steel column is buries
Enter the stiff steel reinforced column in concrete substrate, connect by cast-in fixing bolt with concrete substrate,
The stage casing tower is in positive hexagonal pyramid platform shape, includes the six roots of sensation stage casing steel pipe column of the incline setting along positive hexagonal pyramid platform（12）With
One group of steel pipe ring beam（13）,
The stage casing steel pipe column（12）Bottom end and hypomere steel column（11）Top dock one by one, the steel pipe ring beam（13）In
Section tower is vertically spaced apart,
Per pass steel pipe ring beam（13）Form regular hexagon, the regular hexagon ruler that this group of steel pipe ring beam is formed from bottom to top along stage casing tower
It is very little sequentially to reduce,
The epimere tower is in positive triangular pyramid, includes three epimere steel columns of the incline setting along positive triangular pyramid（14）, it is described on
Duan Gangzhu（14）Bottom end and stage casing steel pipe column（12）Top interval docking,
Stair in the tower（2）The inside of stage casing tower, stair in the tower are set from the bottom to top（2）With the receiving inside the tower of stage casing
It is divided into double badly bleeding stair including hypomere subject to space（21）With the steel cat ladder of epimere（22）,
Double badly bleeding stair include one group of horizontal landing（211）With one group of slanting stair step（212）, the building
Terraced platform（211）Alternately stage casing steel pipe column is connected in tower（12）On, the stair step（212）It is connected to neighbouring
Two landings（211）Between.
2. steel structure tower according to claim 1, it is characterised in that：The hypomere tower is divided into hypomere erection tower section into section
（1a）, every section of hypomere erection tower section（1a）It goes up and includes six roots of sensation hypomere steel column, it is right between the steel column between adjacent hypomere erection tower section
It connects,
The stage casing tower is divided into stage casing erection tower section into section（1b）, every section of stage casing erection tower section（1b）It is upper to include six roots of sensation stage casing steel pipe
Column except the most coxopodite of stage casing erection tower section, includes at least one of steel pipe ring beam for every section on remaining tower section（13）, adjacent stage casing
It is docked between steel pipe column,
The epimere tower is divided into epimere erection tower section into section（1c）, every section of epimere erection tower section（1c）It is upper to include three epimere steel pipes
Column is docked between adjacent epimere steel pipe column.
3. steel structure tower according to claim 2, it is characterised in that：The most coxopodite of the stage casing erection tower section exposes coagulation
Soil matrix body, and the section is fixedly connected with horizontal circular platform steel construction（4）, on the most coxopodite in the epimere erection tower section
Also it is fixedly connected with horizontal circular platform steel construction（4）.
4. steel structure tower according to claim 3, it is characterised in that：The circular platform steel construction（4）Including concentric
Outer annular beam（41）With inside regular polygon ring beam（42）, further include inner and outer ring tie-beam（43）With intercolumniation linking beam（44）,
The outer annular beam（41）Be enclosed in the periphery of steel pipe column, by it is radial, connect one to one with steel pipe column in
Outer shroud tie-beam（43）It is fixedly connected on the periphery of steel pipe column, the inside regular polygon ring beam（42）It is sequentially connected in steel pipe column
Between, intercolumniation linking beam is connected between opposite steel pipe column（44）, the inside regular polygon ring beam（42）, inner and outer ring connection
Beam（43）With intercolumniation linking beam（44）Deck-molding it is identical, the outer annular beam（41）Deck-molding be less than inner and outer ring tie-beam
（43）, the inside regular polygon ring beam（42）, inner and outer ring tie-beam（43）With intercolumniation linking beam（44）It is same on steel pipe column
Height and position connects.
5. steel structure tower according to any one of claims 1-4, it is characterised in that：The tower top decoration（3）Including
The vertical joint steel pipe being fixedly connected with the pinnacle of a pagoda of epimere tower（31）With the decoration main body being fixedly connected on vertical joint steel pipe
（32）, the decoration main body is in Five-pointed star, is spliced by side is logical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721532000.1U CN207526215U (en) | 2017-11-16 | 2017-11-16 | Steel structure tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721532000.1U CN207526215U (en) | 2017-11-16 | 2017-11-16 | Steel structure tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207526215U true CN207526215U (en) | 2018-06-22 |
Family
ID=62582646
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721532000.1U Expired - Fee Related CN207526215U (en) | 2017-11-16 | 2017-11-16 | Steel structure tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207526215U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107939141A (en) * | 2017-11-16 | 2018-04-20 | 中国建筑局（集团）有限公司 | Steel structure tower and construction method thereof |
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2017
- 2017-11-16 CN CN201721532000.1U patent/CN207526215U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107939141A (en) * | 2017-11-16 | 2018-04-20 | 中国建筑局（集团）有限公司 | Steel structure tower and construction method thereof |
| CN107939141B (en) * | 2017-11-16 | 2024-05-17 | 中国建筑一局(集团)有限公司 | Steel structure tower and construction method thereof |
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