CN107060460A - A kind of single column flower-shape tower and its construction method - Google Patents
A kind of single column flower-shape tower and its construction method Download PDFInfo
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- CN107060460A CN107060460A CN201710054790.5A CN201710054790A CN107060460A CN 107060460 A CN107060460 A CN 107060460A CN 201710054790 A CN201710054790 A CN 201710054790A CN 107060460 A CN107060460 A CN 107060460A
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000012423 maintenance Methods 0.000 claims abstract description 17
- 230000005855 radiation Effects 0.000 claims description 98
- 238000003466 welding Methods 0.000 claims description 27
- 238000000465 moulding Methods 0.000 claims description 22
- 239000003351 stiffener Substances 0.000 claims description 20
- 238000009434 installation Methods 0.000 claims description 15
- 239000000725 suspension Substances 0.000 claims description 14
- 241000282326 Felis catus Species 0.000 claims description 13
- 239000000758 substrate Substances 0.000 claims description 6
- 238000007689 inspection Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 3
- 238000003032 molecular docking Methods 0.000 claims 1
- 230000005540 biological transmission Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Classifications
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- 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
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
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- Engineering & Computer Science (AREA)
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
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Abstract
A kind of single column flower-shape tower and its construction method, the flower-shape tower includes tower body, it is connected to the hat of the tower at the top of tower body and is connected to the maintenance structure that tower is labeled, tower hat includes the first truss disk being socketed on tower body, second truss disk and the 3rd truss disk, first truss disk, parallel interval is arranged successively from the bottom to top for second truss disk and the 3rd truss disk, one group of first rigid support is connected with from the first truss disk to the second radial ring of truss disk, the first adjacent rigid support it is diagonal between be connected with the first drag-line in scissor-type, ring is provided with one group of second rigid support in perpendicular between the second truss disk and the 3rd truss disk, the second adjacent rigid support it is diagonal between be connected with the second drag-line in scissor-type.The present invention's is simple in construction, stably；The stress problem and resistance to overturning of single column capital truss are greatly solved, construction of the invention is more convenient, quick, plasticity is integrally had more while ensureing that tower hat structure stress is stable.
Description
Technical field
The present invention relates to building field, particularly a kind of advertisement tower structure and its construction method.
Background technology
Advertising tower principal mode refers to, the large-scale family in the stream of people more place towering in wagon flows such as both sides of the road with isolated footing
Outer billboard.With the fast development of China's economy, outdoor advertising industry that is adjoint and rising is also increasingly prosperous.In single upright column advertising board
Design and produce, the requirement in terms of its moulding, scale and benefit also improved constantly, meeting the premise of advertising results
Under, its structure and the security on basis are even more important, and are large-scale brand promotion, government's public good publicity, image display, production marketing
Conventional outdoor media.
Single column advertising tower is to establish the large board supported by a root post in highway both sides, existing
LOGO towers are generally concrete structure, light steel truss structure structure or single upright column advertising board formula LOGO towers, and concrete structure construction
Time is longer, and is difficult construction for the complicated advertising tower of moulding；Light steel truss structure tower structure, then because truss member it is more,
Structure is complex, construction is inconvenient, while structure is also unstable；In addition, single upright column advertising board formula LOGO tower patterns are more single,
Two sides or three faces mostly, plasticity is poor, using it is dumb, can not widely use；And in order to highlight advertising tower, it is existing
Advertising tower do bigger and bigger, thus have impact on the security and structural stability of single column advertising tower.
The content of the invention
It is an object of the invention to provide a kind of single column flower-shape tower and its construction method, to solve existing housing structure and answer
Miscellaneous, unstable technical problem；And solve the problem of construction is inconvenient, efficiency is low.
To achieve the above object, the present invention is adopted the following technical scheme that：
A kind of single column flower-shape tower, including tower body, be connected at the top of tower body tower hat and be connected to the maintenance structure that tower is labeled, institute
State the first truss disk, the second truss disk and the 3rd truss disk that tower hat includes being socketed on tower body, the first truss disk, second
Parallel interval is arranged successively from the bottom to top for truss disk and the 3rd truss disk.
The diameter of the first truss disk is less than the diameter of the second truss disk, radiated from the first truss disk to the second truss disk
Shape ring is connected with one group of first rigid support, adjacent the first rigid support it is diagonal between be connected with the first drawing in scissor-type
Rope.
The diameter of the second truss disk is more than the diameter of the 3rd truss disk, between the second truss disk and the 3rd truss disk
Perpendicular in ring provided with one group of second rigid support, the second rigid support is tilted counterclockwise in the perpendicular, phase
The second adjacent rigid support it is diagonal between be connected with the second drag-line in scissor-type.
The first truss disk includes by tower body that circumferentially distributed one group first of shape radiates girder, ring and connected radially outward
The first ring master of the first radiation girder external port is connected in the first ring buttress brace, the ring of the first radiation girder inner end
Beam, strengthens the push-and-pull rod of ring stress and strengthens the stiffener of end stress.
Ring is connected with the first stiffener between the inner port of the first radiation girder.
Connect in the space inner opposite angle that the first radiation girder is enclosed with the first ring buttress brace and the first ring girder
It is connected at least one first rigid diagonal draw bar.
The 3rd truss disk is included by tower body one group of the 3rd circumferentially distributed radiation girder of shape, ring connection radially outward
The 3rd ring master in the middle part of the 3rd radiation girder is connected in the 3rd ring buttress brace, the ring of the 3rd radiation girder inner end
Beam, by the 3rd ring girder, circumferentially distributed one group the 3rd radiation secondary beam of shape and ring are connected to the 3rd radiation master radially outward
3rd ring linking beam of beam outer end.
3rd ring buttress brace, the 3rd ring girder and the 3rd ring linking beam three with one heart and diameter from inside to outside according to
Secondary increase.
The both sides of the 3rd radiation girder are respectively to should have that one is long and the other is short two the 3rd radiation secondary beams, the outer face of three
On be connected with the 3rd moulding beam of an arc.
The 3rd moulding deflection of beam angle is integrally in clockwise or counter-clockwise.
Ring is connected with the 3rd stiffener between the inner port of the 3rd radiation girder.
Connect in the space inner opposite angle that the 3rd radiation girder is enclosed with the 3rd ring buttress brace and the 3rd ring girder
It is connected at least one the 3rd rigid diagonal draw bar.
The second truss disk includes by tower body that circumferentially distributed one group second of shape radiates girder, the second ring radially outward
The second ring buttress brace, the ring for being connected to the second radiation girder inner end are connected to the second ring in the middle part of the second radiation girder
Girder, by the second ring girder, circumferentially distributed one group second of shape radiates secondary beam radially outward and ring is connected to the second radiation
Second ring linking beam of girder outer end.
Second ring buttress brace, the second ring girder and the second ring linking beam three with one heart and diameter from inside to outside according to
Secondary increase.
The both sides of the second radiation girder are respectively to should have that one is long and the other is short two second radiation secondary beams, the outer face of three
On be connected with the second moulding beam of an arc.
Second moulding deflection of beam angle is integrally in clockwise or counter-clockwise.
Ring is connected with the second stiffener between the inner port of the second radiation girder.
Connect in the space inner opposite angle that the second radiation girder is enclosed with the second ring buttress brace and the second ring girder
It is connected at least one second rigid diagonal draw bar.
The maintenance structure includes maintenance cat ladder, catwalk railing and catwalk platform.
The two ends of the maintenance cat ladder are connected with the first truss disk and the 3rd truss disk respectively through the second truss disk.
The catwalk railing be connected to the second truss disk and with the 3rd truss disk, the side of catwalk platform.
The catwalk platform is arranged at the outside of ring girder, including the maintenance that ring is connected on radiation girder is walked
Road beam and the catwalk plate being laid on catwalk beam and ring girder.
The tower body includes lower floor's tower section, middle level tower section and the upper strata Ta Jie docked successively, the section of three from the bottom to top
Size is sequentially reduced；The lower end of lower floor's tower section is connected by cast-in fixing bolt with working face；The upper end of the upper strata Ta Jie with
Tower hat connection.
A kind of construction method of column flower-shape tower single as mentioned, is comprised the following steps that：
Step one, cast-in fixing bolt is installed, substrate concrete construction is carried out.
Step 2, installs lower floor's tower section, is connected lower floor's tower section with substrate concrete by cast-in fixing bolt.
Step 3, installs middle level tower section, is connected with lower floor tower section butt welding.
Step 4, installs upper strata Ta Jie, is connected with middle level tower section butt welding.
Step 5, installs the first truss disk, and the first truss disk is connected into upper strata Ta Jie upper end and welded with upper strata Ta Jie
Connect in succession.
Step 6, installs the first rigid support, the first rigid support is welded to connect with the first truss disk.
Step 7, install the second truss disk, by the second truss disk be connected to the upper of upper strata Ta Jie and with the first rigid support
Correspondence is welded to connect.
Step 8, installs the second non-yielding prop, is welded to connect the second rigid support is corresponding with the second truss disk.
Step 9, installs the 3rd truss disk, and the 3rd truss disk is connected into the upper of upper strata Ta Jie and welded with the second rigid support
Connection.
Step 10, installs the first suspension cable, the two ends of the first suspension cable pass through bolt and the first truss disk, the second purlin respectively
Frame disk correspondence is connected, and fastened after symmetrically tensing.
Step 11, installs the second suspension cable, the two ends of the second suspension cable respectively by bolt with the second truss disk, the
Three truss disks correspondence is connected, and fastened after symmetrically tensing.
Step 12, installation and repairing cat ladder, maintenance cat ladder two ends through the second truss disk, respectively with the first truss disk and
3rd truss disk is welded and fixed.
Step 13, installation and repairing aisle railing, the correspondence position ring connection on the second truss disk, the 3rd truss disk
One circle catwalk railing, so far, completes the construction of single column flower-shape tower.
The installation method of the second truss disk, is comprised the following steps that：
Step one, assembled mold is set up, setting bit line is put.
Step 2, radiates tire on erection of main beam, and positioned by second.
Step 3, installs the second ring girder, and the second ring girder is connected with the second radiation Main Girder Welding.
Step 4, installs the second ring buttress brace, and the second ring buttress brace is connected with the second radiation Main Girder Welding.
Step 5, installs second and radiates secondary beam, and the second radiation secondary beam is connected with the second ring Main Girder Welding.
Step 6, installs the second ring linking beam, and ring linking beam is connected with radiation girder, the second radiation secondary beam welding
Connect.
Step 7, installs the second moulding beam, and the second moulding beam is connected with the second radiation girder, the second radiation secondary beam welding
Connect.
Step 8, installs the second stiffener, and the second stiffener is connected with the second radiation Main Girder Welding.
Step 9, installs the second push-and-pull rod, and the second push-and-pull rod is led with the second ring girder and the second radiation respectively
Beam and the second ring buttress brace are welded to connect.
Catwalk girder is connected by step 10, installation and repairing aisle beam with radiation Main Girder Welding.
Step 11, installation and repairing walkway board, catwalk plate is laid on catwalk beam and the second ring girder,
And be welded to connect with catwalk beam.
Compared with prior art the invention has the characteristics that and beneficial effect：
The present invention presents new mentality of designing with new structure type, and there is provided a kind of new expression-form, list of the invention
Column flower-shape tower is single column tower hat truss structure, and its is simple in construction, stably：Tower body is simple column, and the present invention is directed to tower body
The head small situation of big foot, the structure for taking tower body section to taper into from down to up；The tower hat of the present invention is assembled using regular truss
Form, tower hat truss structure is consolidated, and firm force structure is provided for overall structure；Entered between truss disk by rigid support
The transmission of row vertical applied force, formation are overall, and vertically reinforcing, the steadiness to truss are further strengthened by drag-line progress；
Main couple is that the second truss disk carries out horizontal plane transmission by radial girder, and water-filling is entered by ring buttress brace and push-and-pull rod
Flat structure is strengthened and stress transmission, makes truss stress from outside to inside, it is ensured that truss checks and regulates the stress of body；Greatly solve single column
The stress problem and resistance to overturning of capital truss, structure of the invention are more simple, construct more convenient, quick, are ensureing
Profile has more plasticity while tower hat structure stress is stable, gives full play to structural advantage and realizes many moulding expression, can more fill
The intension for dividing expression to agree with corporate culture or architectural design concept.
Brief description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the structural representation of the tower hat of the present invention.
Fig. 3 is the structural representation of the second truss disk of the present invention.
Fig. 4 is the structural representation of the first truss disk of the present invention.
Fig. 5 is the structural representation of the 3rd truss disk of the present invention.
Reference：1- cast-in fixing bolts, 2- lower floors tower section, 3- middle levels tower section, 4- upper stratas Ta Jie, 5- tower hat,
The first truss of 5.1- disk, 5.11- first radiation girder, the first rings of 5.12- girder, the first rings of 5.13- buttress brace,
The rigid diagonal draw bars of 5.14- first, the stiffeners of 5.15- first, the rigid supports of 5.2- first, the second truss of 5.3- disk,
The radiation of 5.31- second girder, the second rings of 5.32- girder, the second rings of 5.33- buttress brace, 5.34- second radiate secondary
Beam, the second rings of 5.35- connection beam, the second moulding of 5.36- beam, the rigid diagonal draw bars of 5.37- second, 5.38- second put more energy into
Plate, the rigid supports of 5.4- second, the truss disks of 5.5- the 3rd, 5.51- the 3rd radiation girder, the ring girders of 5.52- the 3rd,
The ring buttress braces of 5.53- the 3rd, the radiation of 5.54- the 3rd secondary beam, the ring connection beams of 5.55- the 3rd, the moulding of 5.56- the 3rd
Beam, the rigid diagonal draw bars of 5.57- the 3rd, the stiffeners of 5.58- the 3rd, the suspension cables of 5.6- first, the suspension cables of 5.7- second, 6- inspections
Repair structure, 6.1- maintenance cat ladder, 6.2- catwalks railing, 6.3- catwalks platform, 6.31- catwalks beam, 6.32-
Catwalk plate.
Embodiment
Embodiment is shown in Figure 1, this single column flower-shape tower, including tower body, be connected at the top of tower body tower hat 5 and even
Be connected on tower hat 5 on maintenance structure 6, the tower body from the bottom to top include dock successively lower floor's tower section 2, middle level tower section 3 and on
Layer tower section 4, the sectional dimension of three is sequentially reduced；The lower end of lower floor's tower section 2 is connected by cast-in fixing bolt with working face；Institute
The upper end for stating upper strata Ta Jie 4 is connected with tower hat.
Shown in Figure 2, the tower hat 5 includes the first truss disk 5.1, the and of the second truss disk 5.3 being socketed on tower body
3rd truss disk 5.5, the first truss disk 5.1, the second truss disk 5.3 are parallel successively from the bottom to top with the 3rd truss disk 5.5
Arranged for interval.
The diameter of the first truss disk 5.1 is less than the diameter of the second truss disk 5.3, from the first truss disk 5.1 to second
The radial ring of truss disk 5.3 is connected with one group of first rigid support 5.2, adjacent the first rigid support 5.2 it is diagonal between
The first drag-line 5.6 is connected with scissor-type.
The diameter of the second truss disk 5.3 is more than the diameter of the 3rd truss disk 5.5, in the second truss disk 5.3 and the 3rd
Ring is provided with one group of second rigid support 5.4 in perpendicular between truss disk 5.5, and the second rigid support 5.4 is vertical at this
Tilted counterclockwise in plane, adjacent the second rigid support 5.4 it is diagonal between be connected with the second drag-line 5.7 in scissor-type.
Shown in Figure 4, the first truss disk 5.1 includes by tower body that circumferentially distributed one group first of shape is put radially outward
Penetrate girder 5.11, ring and be connected to the first ring buttress brace 5.12, the ring of the inner end of the first radiation girder 5.31 and be connected to
One radiation the external port of girder 5.11 the first ring girder 5.13, strengthen ring stress push-and-pull rod 5.14 and strengthen end by
The stiffener 5.15 of power；Ring is connected with the first stiffener 5.15 between the inner port of the first radiation girder 5.11；It is described
Connect in the space inner opposite angle that first radiation girder 5.11 is enclosed with the first ring buttress brace 5.13 and the first ring girder 5.12
It is connected at least one first rigid diagonal draw bar 5.14.
Shown in Figure 5, the diameter of the 3rd truss disk 5.5 is more than the diameter of the first truss disk, including outside by tower body
Radial one group of the 3rd circumferentially distributed radiation girder 5.51, ring are connected to the 3rd ring of the 3rd radiation inner end of girder 5.51
The 3rd ring girder 5.52 at the middle part of the 3rd radiation girder 5.51 is connected to buttress brace 5.53, ring, by the 3rd ring girder
5.52 circumferentially distributed one group the 3rd radiation secondary beam 5.54 of shape and ring are connected to outside the 3rd radiation girder 5.51 radially outward
3rd ring linking beam 5.55 of end；3rd ring buttress brace 5.53, the 3rd ring girder 5.52 and the 3rd ring linking beam
5.55 threes are with one heart and diameter increases successively from inside to outside；The both sides of the 3rd radiation girder 5.51 are respectively to that should have a length
The 3rd moulding beam 5.56 of an arc is connected with one short two the 3rd radiation secondary beam 5.54, the outer face of three；Described
Three moulding deflection of beam angles are integrally in clockwise or counter-clockwise；Ring between the inner port of the 3rd radiation girder 5.51
It is connected with the 3rd stiffener 5.58；The 3rd radiation ring buttress brace 5.53 of girder 5.51 and the 3rd and the 3rd ring girder
At least one the 3rd rigid diagonal draw bar 5.57 is connected with the 5.52 space inner opposite angles enclosed.
Shown in Figure 3, the second truss disk 5.3 includes by tower body that circumferentially distributed one group second of shape is put radially outward
Penetrate girder 5.31, ring and be connected to the second ring buttress brace 5.33, the ring of the inner end of the second radiation girder 5.1 and be connected to second
Radiate the second ring girder 5.32 at the middle part of girder 5.31, by the second ring girder 5.32 circumferentially distributed one group of shape radially outward
Second radiation secondary beam 5.34 and ring are connected to the second ring linking beam 5.35 of the outer end of the second radiation girder 5.1；Second
Ring buttress brace 5.33, the second ring girder 5.32 and the three of the second ring linking beam 5.35 with one heart and diameter from inside to outside according to
Secondary increase.
The both sides of the second radiation girder 5.31 are respectively to should have that one is long and the other is short two second radiation secondary beams 5.34, three
Outer face on be connected with the second moulding beam 5.36 of an arc；Moulding deflection of beam angle is integrally in the clockwise or inverse time
Pin；Ring is connected with the second stiffener 5.38 between the inner port of the second radiation girder 5.31；The second radiation girder
5.31 and second are connected with least one in the space inner opposite angle that encloses of ring buttress brace 5.33 and the second ring girder 5.32
Second rigid diagonal draw bar 5.37.
The maintenance structure 6 includes maintenance cat ladder 6.1, catwalk railing 6.2 and catwalk platform 6.3；The inspection
The two ends for repairing cat ladder 6.1 are connected with the first truss disk 5.1 and the 3rd truss disk 5.5 respectively through the second truss disk 5.3；The inspection
Repair aisle railing 6.2 be connected to the second truss disk 5.3 and with the 3rd truss disk 5.5, the side of catwalk platform 6.3
Shown in Figure 3, the catwalk platform 6.3 is arranged at the outside of the second ring girder 5.32, including ring connection
The catwalk beam 6.31 on girder 5.31 is radiated second and is laid on the ring girder of catwalk beam 6.31 and second
Catwalk plate 6.32 on 5.32.
Shown in Figure 5, the catwalk platform 6.3 is arranged at the outside of the 3rd ring girder 5.52, including ring
The 3rd is connected to radiate the catwalk beam 6.31 on girder 5.51 and be laid on the ring master of catwalk beam 6.31 and the 3rd
Catwalk plate 6.32 on beam 5.52.
A kind of construction method of column flower-shape tower single as mentioned, is comprised the following steps that：
Step one, cast-in fixing bolt 1 is installed, substrate concrete construction is carried out.
Step 2, installs lower floor's tower section 2, is connected lower floor's tower section with substrate concrete by cast-in fixing bolt.
Step 3, installs middle level tower section 3, is connected with lower floor tower section butt welding.
Step 4, installs upper strata Ta Jie 4, is connected with middle level tower section butt welding.
Step 5, install the first truss disk 5.1, by the first truss disk be connected to upper strata Ta Jie upper end and with upper strata tower
Section is welded to connect.
Step 6, installs the first rigid support 5.2, the first rigid support is welded to connect with the first truss disk.
Step 7, install the second truss disk 5.3, by the second truss disk be connected to the upper of upper strata Ta Jie and with first rigidity
Support correspondence is welded to connect.
Step 8, installs the second non-yielding prop 5.4, is welded to connect the second rigid support is corresponding with the second truss disk.
Step 9, install the 3rd truss disk 5.5, by the 3rd truss disk be connected to the upper of upper strata Ta Jie and with the second rigid support
It is welded to connect.
Step 10, installs the first suspension cable 5.6, and the two ends of the first suspension cable pass through bolt and the first truss disk, the respectively
Two truss disks correspondence is connected, and fastened after symmetrically tensing.
Step 11, installs the second suspension cable 5.7, the two ends of the second suspension cable respectively by bolt with the second truss
Disk, the 3rd truss disk correspondence are connected, and fastened after symmetrically tensing.
Step 12, installation and repairing cat ladder 6.1, maintenance cat ladder two ends through the second truss disk, respectively with the first truss
Disk and the 3rd truss disk are welded and fixed.
Step 13, installation and repairing aisle railing 6.2, the correspondence position ring on the second truss disk, the 3rd truss disk
Catwalk railing is enclosed in connection one, so far, completes the construction of single column flower-shape tower.
The installation method of the second truss disk, is comprised the following steps that：
Step one, assembled mold is set up, setting bit line is put.
Step 2, installs tire, and positioned by the second radiation girder 5.31.
Step 3, installs the second ring girder 5.32, and the second ring girder is connected with the second radiation Main Girder Welding.
Step 4, installs the second ring buttress brace 5.33, and the second ring buttress brace is connected with the second radiation Main Girder Welding.
Step 5, installs second and radiates secondary beam 5.34, and the second radiation secondary beam is connected with the second ring Main Girder Welding.
Step 6, installs the second ring linking beam 5.35, by ring linking beam and radiation girder, the second radiation secondary beam welding
Connection.
Step 7, installs the second moulding beam 5.36, by the second moulding beam and the second radiation girder, the second radiation secondary beam welding
Connection.
Step 8, installs the second stiffener 5.38, and the second stiffener is connected with the second radiation Main Girder Welding.
Step 9, installs the second push-and-pull rod 5.37, the second push-and-pull rod is put with the second ring girder and second respectively
Penetrate girder and the second ring buttress brace is welded to connect.
Catwalk girder is connected by step 10, installation and repairing aisle beam 6.31 with radiation Main Girder Welding.
Catwalk plate is laid on catwalk beam and the second ring master by step 11, installation and repairing walkway board 6.32
Liang Shang is simultaneously welded to connect with catwalk beam.
Claims (10)
1. a kind of single column flower-shape tower, including tower body, the tower hat that is connected at the top of tower body（5）It is preced with tower is connected to（5）On inspection
Repair structure（6）, it is characterised in that：The tower hat（5）Including the first truss disk being socketed on tower body（5.1）, the second truss disk
（5.3）With the 3rd truss disk（5.5）, the first truss disk（5.1）, the second truss disk（5.3）With the 3rd truss disk（5.5）By
Under supreme parallel interval successively arrangement；
The first truss disk（5.1）Diameter be less than the second truss disk（5.3）Diameter, by the first truss disk（5.1）To
Two truss disks（5.3）Radial ring is connected with one group of first rigid support（5.2）, adjacent the first rigid support（5.2）'s
Between diagonal the first drag-line is connected with scissor-type（5.6）；
The second truss disk（5.3）Diameter be more than the 3rd truss disk（5.5）Diameter, in the second truss disk（5.3）With
Three truss disks（5.5）Between perpendicular in ring provided with one group of second rigid support（5.4）, the second rigid support（5.4）
Tilted counterclockwise in the perpendicular, the second adjacent rigid support（5.4）It is diagonal between be connected with second in scissor-type
Drag-line（5.7）.
2. single column flower-shape tower according to claim 1, it is characterised in that：The first truss disk（5.1）Including by tower
Body circumferentially distributed one group first radiation girder of shape radially outward（5.11）, ring be connected to the first radiation girder（5.31）It is inner
The first ring buttress brace in portion（5.12）, ring be connected to the first radiation girder（5.11）First ring girder of external port
（5.13）, strengthen the push-and-pull rod of ring stress（5.14）And strengthen the stiffener of end stress（5.15）；
The first radiation girder（5.11）Inner port between ring be connected with the first stiffener（5.15）；
The first radiation girder（5.11）With the first ring buttress brace（5.13）With the first ring girder（5.12）Enclose
At least one first rigid diagonal draw bar is connected with the inner opposite angle of space（5.14）.
3. single column flower-shape tower according to claim 1, it is characterised in that：The 3rd truss disk（5.5）Including by tower
Body circumferentially distributed one group the 3rd radiation girder of shape radially outward（5.51）, ring be connected to the 3rd radiation girder（5.51）It is inner
The 3rd ring buttress brace in portion（5.53）, ring be connected to the 3rd radiation girder（5.51）The 3rd ring girder at middle part
（5.52）, by the 3rd ring girder（5.52）Circumferentially distributed one group the 3rd radiation secondary beam of shape radially outward（5.54）And ring
It is connected to the 3rd radiation girder（5.51）3rd ring linking beam of outer end（5.55）；
3rd ring buttress brace（5.53）, the 3rd ring girder（5.52）With the 3rd ring linking beam（5.55）Three with one heart and
Diameter increases successively from inside to outside；
The 3rd radiation girder（5.51）Both sides respectively to two the 3rd radiation secondary beams that should have that one is long and the other is short（5.54）, three
Outer face on be connected with the 3rd moulding beam of an arc（5.56）；
The 3rd moulding deflection of beam angle is integrally in clockwise or counter-clockwise；
The 3rd radiation girder（5.51）Inner port between ring be connected with the 3rd stiffener（5.58）；
The 3rd radiation girder（5.51）With the 3rd ring buttress brace（5.53）With the 3rd ring girder（5.52）Enclose
At least one the 3rd rigid diagonal draw bar is connected with the inner opposite angle of space（5.57）.
4. single column flower-shape tower according to claim 1, it is characterised in that：The second truss disk（5.3）Including by tower
Body circumferentially distributed one group second radiation girder of shape radially outward（5.31）, ring be connected to the second radiation girder（5.31）It is inner
The second ring buttress brace in portion（5.33）, ring be connected to the second radiation girder（5.31）The second ring girder at middle part
（5.32）, by the second ring girder（5.32）Circumferentially distributed one group second radiation secondary beam of shape radially outward（5.34）And ring
It is connected to the second radiation girder（5.1）Second ring linking beam of outer end（5.35）；
Second ring buttress brace（5.33）, the second ring girder（5.32）With the second ring linking beam（5.35）Three with one heart and
Diameter increases successively from inside to outside.
5. single column flower-shape tower according to claim 4, it is characterised in that：The second radiation girder（5.31）Both sides
Respectively to the two second radiation secondary beams that should have that one is long and the other is short（5.34）, the second of an arc, which is connected with, on the outer face of three makes
Type beam（5.36）；
Second moulding deflection of beam angle is integrally in clockwise or counter-clockwise.
6. single column flower-shape tower according to claim 5, it is characterised in that：The second radiation girder（5.31）The inner
Ring is connected with the second stiffener between mouthful（5.38）；
The second radiation girder（5.31）With the second ring buttress brace（5.33）With the second ring girder（5.32）Enclose
At least one second rigid diagonal draw bar is connected with the inner opposite angle of space（5.37）.
7. single column flower-shape tower according to claim 6, it is characterised in that：The maintenance structure（6）Including maintenance cat ladder
（6.1）, catwalk railing（6.2）With catwalk platform（6.3）；
The maintenance cat ladder（6.1）Two ends pass through the second truss disk（5.3）Respectively with the first truss disk（5.1）With the 3rd truss
Disk（5.5）Connection；
The catwalk railing（6.2）It is connected to the second truss disk（5.3）With with the 3rd truss disk（5.5）Upper, catwalk
Platform（6.3）Side；
The catwalk platform（6.3）The outside of ring girder is arranged at, including ring is connected to the maintenance on radiation girder
Aisle beam（6.31）And it is laid on catwalk beam（6.31）With ring girder（5.32）On catwalk plate（6.32）.
8. single column flower-shape tower according to claim 7, it is characterised in that：The tower body includes docking successively from the bottom to top
Lower floor's tower section（2）, middle level tower section（3）With upper strata Ta Jie（4）, the sectional dimension of three is sequentially reduced；
Lower floor's tower section（2）Lower end be connected by cast-in fixing bolt with working face；
The upper strata Ta Jie（4）Upper end and tower hat be connected.
9. a kind of construction method of single column flower-shape tower as claimed in claim 8, it is characterised in that comprise the following steps that：
Step one, cast-in fixing bolt is installed（1）, carry out substrate concrete construction；
Step 2, installs lower floor's tower section（2）, lower floor's tower section is connected with substrate concrete by cast-in fixing bolt；
Step 3, installs middle level tower section（3）, it is connected with lower floor tower section butt welding；
Step 4, installs upper strata Ta Jie（4）, it is connected with middle level tower section butt welding；
Step 5, installs the first truss disk（5.1）, by the first truss disk be connected to upper strata Ta Jie upper end and with upper strata Ta Jie
It is welded to connect；
Step 6, installs the first rigid support（5.2）, the first rigid support is welded to connect with the first truss disk；
Step 7, installs the second truss disk（5.3）, the second truss disk is connected to the upper of upper strata Ta Jie and propped up with the first rigidity
Support correspondence is welded to connect；
Step 8, installs the second non-yielding prop（5.4）, it is welded to connect the second rigid support is corresponding with the second truss disk；
Step 9, installs the 3rd truss disk（5.5）, the 3rd truss disk is connected to the upper of upper strata Ta Jie and propped up with the second rigidity
Support is welded to connect；
Step 10, installs the first suspension cable（5.6）, the two ends of the first suspension cable pass through bolt and the first truss disk, second respectively
Truss disk correspondence is connected, and fastened after symmetrically tensing；
Step 11, installs the second suspension cable（5.7）, the two ends of the second suspension cable respectively by bolt with the second truss disk,
3rd truss disk correspondence is connected, and fastened after symmetrically tensing；
Step 12, installation and repairing cat ladder（6.1）, maintenance cat ladder two ends through the second truss disk, respectively with the first truss disk
It is welded and fixed with the 3rd truss disk；
Step 13, installation and repairing aisle railing（6.2）, the correspondence position ring company on the second truss disk, the 3rd truss disk
A circle catwalk railing is connect, so far, the construction of single column flower-shape tower is completed.
10. construction method according to claim 9, it is characterised in that the installation method of the second truss disk, specific step
It is rapid as follows：
Step one, assembled mold is set up, setting bit line is put；
Step 2, girder is radiated by second（5.31）Tire is installed, and is positioned；
Step 3, installs the second ring girder（5.32）, the second ring girder is connected with the second radiation Main Girder Welding；
Step 4, installs the second ring buttress brace（5.33）, the second ring buttress brace is connected with the second radiation Main Girder Welding；
Step 5, installs second and radiates secondary beam（5.34）, the second radiation secondary beam is connected with the second ring Main Girder Welding；
Step 6, installs the second ring linking beam（5.35）, ring linking beam is connected with radiation girder, the second radiation secondary beam welding
Connect；
Step 7, installs the second moulding beam（5.36）, the second moulding beam is connected with the second radiation girder, the second radiation secondary beam welding
Connect；
Step 8, installs the second stiffener（5.38）, the second stiffener is connected with the second radiation Main Girder Welding；
Step 9, installs the second push-and-pull rod（5.37）, the second push-and-pull rod is radiated with the second ring girder and second respectively
Girder and the second ring buttress brace are welded to connect；
Step 10, installation and repairing aisle beam（6.31）, catwalk girder is connected with radiation Main Girder Welding；
Step 11, installation and repairing walkway board（6.32）, catwalk plate is laid on catwalk beam and the second ring girder
It is welded to connect above and with catwalk beam.
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| CN108756328A (en) * | 2017-10-13 | 2018-11-06 | 黄河科技学院 | Structurally stable glass view platform |
| CN114033234A (en) * | 2021-12-14 | 2022-02-11 | 安徽省路港工程有限责任公司 | Novel main tower crown structure and sectional installation method thereof |
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| CN107060460B (en) | 2019-01-11 |
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