CN106522364A - Garland steel structure system for periphery of stadium and installation technique of garland steel structure system - Google Patents
Garland steel structure system for periphery of stadium and installation technique of garland steel structure system Download PDFInfo
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- CN106522364A CN106522364A CN201611177135.0A CN201611177135A CN106522364A CN 106522364 A CN106522364 A CN 106522364A CN 201611177135 A CN201611177135 A CN 201611177135A CN 106522364 A CN106522364 A CN 106522364A
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- garland
- steel
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- building body
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1996—Tensile-integrity structures, i.e. structures comprising compression struts connected through flexible tension members, e.g. cables
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- Structural Engineering (AREA)
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a garland steel structure system for the periphery of a stadium. The garland steel structure comprises an outer cover structure and a roof structure. The outer cover structure is a garland structure system. The garland structure system comprises a garland structure. An outer steel ring beam is arranged at the top of the garland structure. The outer cover structure is arranged on the periphery of a building body. The roof structure is composed of a pulled inner ring, a pressed outer ring and a roof surface. A stretching system is arranged in the roof surface and arranged between the pulled inner ring and the pressed outer ring, and the stretching system, the pulled inner ring and the pressed outer ring form a balance structure system. The roof structure is arranged above the outer cover structure. The roof structure and the outer cover structure are connected through inclined strut structures. By arranging the outer cover structure and the roof structure outside the building body, a quite good protection effect to the building body is achieved, wherein the garland structure is adopted by the outer cover structure, the outer cover structure is more attractive, the building body is effectively prevented from being directly exposed for a long time, and quite good prevention and protection effects are achieved on the building body.
Description
Technical field
The invention belongs to manufacture field, more particularly to a kind of " garland " steel structure system for stadium periphery and
Its mounting process.
Background technology
With the fast development of social economy, all trades and professions are all constantly developing, the step of the work and life of people
All constantly accelerating, the either production of enterprise or the life of people all realizes modernization and intelligent, people couple
The demand of various product is more and more, more and more higher, and building trade is also such.Current most building is all to adopt reinforcing bar
Concrete is manufactured, and its whole duration is longer, and the requirement to weather is higher, once temperature is relatively low, concrete is easily freezed, by nothing
Method normal construction, so as to the duration of serious impact engineering, meanwhile, the material needed for reinforced concrete building is more, required
It is artificial also more, increase the cost of construction.
Existing reinforced concrete building is all to carry out whitewashing on the surface of building mostly, or is sticked on its surface
Ceramic tile, the limited time that paint is used, fugitive color after time length, the defensive ability/resistance ability so as to affect which attractive in appearance and to weather, if
Ceramic tile is sticked on the surface of building, then its whole engineering is more great, and, the later stage easily comes off；And, due to armored concrete
The characteristic of building itself, its building built all be mostly it is straight and narrow, many fine imagination of architect, design by
In the limitation for assembling of one brick of concrete construction, one brick be difficult during practice of construction realize, can thus allow building from
Many development for constraining, will affecting whole building industry for a long time are all received in the construction for being designed into the later stage.
At the same time, its periphery of existing reinforced concrete building do not have it is any block, which not only affects attractive in appearance, while
Its it is long-term it is exposed also easily cause its aging, time length, serious impact can be caused to the quality of building, substantially reduce which right
The defensive ability/resistance ability of natural disaster and external world, thus existing building needs to improve.
The content of the invention
Goal of the invention：In order to overcome the above not enough, it is an object of the invention to provide a kind of " drawing for stadium periphery
Flower " steel structure system, its simple structure are reasonable in design, can play good beauty function, main building is played well
Protective effect.
Technical scheme：To achieve these goals, the invention provides a kind of " garland " steel for stadium periphery is tied
Structure system, including：Cover structure and roof structure, wherein, the cover structure is garland structural system；The garland structure
System includes garland structure, is provided with outer steel perimeter beam, passes through between the garland structure and outer steel perimeter beam at the top of the garland structure
Encorbelment fastener for connection, the cover structure is located at the periphery of building body；The roof structure by tension internal ring, pressurized outer shroud with
And roofing is constituted, tensioning system in the roofing, is provided with, the tensioning system is located between tension internal ring, pressurized outer shroud, three
Balanced structure system is formed, the roof structure is located at the top of cover structure, and, between the roof structure and cover structure
Connected by inclined support structure.
A kind of heretofore described " garland " steel structure system for stadium periphery, which passes through in building body
The outside outer housing result and roof structure of arranging carries out good protected effect to which, and wherein, the cover structure is tied using garland
Structure, not only allows which more beautiful, at the same effectively avoid building body directly it is long-term it is exposed outside, so as to rise to building body
To well protection and protective effect, effectively extend its life-span for using, improve the safety that its later stage uses.
Further, garland structure of the garland structure for box-type section, which is made up of garland node and bearing garland,
The garland node is connected with bearing garland by garland tie-rod, using the characteristic of garland, improves the protective capability of outer housing.
Further, the garland node includes bottom wing listrium and top flange plate, and the top flange plate is located at bottom wing listrium
Top, be provided with reinforcement gusset between the top flange plate and bottom wing listrium, in the middle of the reinforcement gusset, be provided with dividing plate, it is described on
Edge between flange plate and bottom wing listrium is connected by web., defensive ability/resistance ability to external world is greatly improved, raising is entirely built
The security performance built, allows which to better meet the demand that construction and later stage use.
Further, the tension internal ring is made up of upper inner ring, lower inner ring, rigid bracing and oblique drag-line, described interior
The top of lower inner ring is located on, the rigid bracing is located between upper inner ring and lower inner ring, and the oblique drag-line oblique pull is firm in two
On the diagonal of property strut.
Further, steel pipe truss is provided with the pressurized outer shroud, the steel pipe truss forms whole with side support structure
Body.
Further, the roof sections are made up of the layer that winds up, lower edge layer and Cable-Membrane Structures for Roof is constituted, the layer that winds up
It is made up of network rope net, the lower edge is stayed structure of the rib to arrangement, uses drag-line shape between the layer that winds up, lower edge layer
Into double-decker system, the Cable-Membrane Structures for Roof greatly can be carried located at the top of double-decker system, the roof structure
High its stability and fastness, further improve its construction and the safety after the later stage comes into operation.
Further, the Cable-Membrane Structures for Roof includes cable truss and rope film framework, the two ends of the cable truss respectively with
Cover structure and building body connection, the rope film framework is on cable truss.
Further, the inclined support structure includes steel diagonal brace and steel batter post, and described steel diagonal brace one end is made with outer steel perimeter beam can
It is flexibly connected, the other end is fixed on building body, one end of the steel batter post is located between two outer steel perimeter beams by adjusting button,
The other end is fixed on building body, and, the steel batter post is between two steel diagonal braces.
Further, the mounting process of described " garland " steel structure system for stadium periphery, it is specific to install
Technique is as follows：
（1）：Building body is built up using armored concrete according to construction drawing first；
（2）：After building body is built up, start its peripheral cover structure and roof structure are installed；
（3）：First the lattice section point on ground in garland structure is assembled, and at the same time temporary support is also taken together
Build；
（4）：After the completion for the treatment of that the lattice section point in previous step in garland structure and temporary support are built, start to click through lattice section
Row lifting, during lifting, garland structure is overall to incline 10 ° laterally, and overall structure facade with ground level angle is in
80°；
（5）：During lifting, the scheme of " the pre-aligned positioning of high-altitude again in ground " is adopted, i.e.,：First place is looked on the ground
It is flat, base board or rigid platfor is spread, is the level of state, and pull X node locating axial lines thereon；Moulding bed column is erect,
Positioning garland node is installed（34）, the connection between column and moulding bed basis is finally removed by oriented garland node（34）It is related
Column is lifted to high-altitude and is positioned；
（6）：After garland node locating is good, then bearing garland is lifted to suitable position, and by garland tie-rod to both
It is attached, then positioning is installed by the way of embedding benefit；
（7）：Repeat the above steps（4）Extremely（6）By the garland installation of building body, then install outer at the top of garland structure
Steel perimeter beam, during outer steel perimeter beam is installed, by encorbelmenting, which is connected by steel pipe with garland structure, i.e. cover structure molding；
（8）：After above-mentioned cover structure molding, then cover structure is fixed with building body by inclined support structure, i.e. institute
State steel diagonal brace one end and make movable connection with outer steel perimeter beam, the other end is fixed on building body, one end of the steel batter post leads to
Overregulate button between the two outer steel perimeter beams, the other end is fixed on building body, and, the steel batter post be located at two steel diagonal braces it
Between；So far cover structure installation；
（9）：Then roof structure is installed, i.e., first tension internal ring is installed, upper inner ring is located at the top of lower inner ring,
The rigid bracing is located between upper inner ring and lower inner ring, and the oblique drag-line oblique pull is on the diagonal of two rigid bracings；
（10）：Then pressurized outer shroud is installed, after pressurized outer shroud installation, roofing is installed；
（11）：During roofing is installed, i.e., first successively the layer that winds up, lower edge layer are installed, so wind up layer, the lower edge
Double-decker system is formed with drag-line between layer；
（12）：Then the cable truss in Cable-Membrane Structures for Roof and rope film framework are installed, i.e., the two ends of cable truss respectively with
Cover structure and building body connection, the rope film framework are located on cable truss, so far for " garland " steel of stadium periphery
The installation of structural system；
（13）：Finally " garland " steel structure system of above-mentioned installation is checked.
Further, for the mounting process of " garland " steel structure system of stadium periphery, wherein " garland " is concrete pacifies
Dress technique is as follows：
（1）：The centrage and outer contour of garland node is marked on rigid platfor, and moulding bed is set up according to line style；Along length
The moulding bed position of direction middle part should be determined according to position of the garland node on locus and temporary support, its spacing
It is not to be exceeded the width of respective support platform；
（2）：Garland node is hung on moulding bed to be positioned, i.e.,：Node position fixing process on moulding bed is inherently installed and was positioned
Journey, only spatial altitude position is different；During positioning, the installation accuracy of each port position of strict control node, and detection node
Whether the absolute altitude that center is winded up meets the requirements；
（3）：After the completion of node installation positioning, reliably fixed, and detected by full-time inspector；The process of detection
The method that middle employing plumb line method is combined with total powerstation is detected；
（4）：The connection between middle part moulding bed column and rigid platfor is removed after above-mentioned detection is qualified, is removed two ends moulding bed and is stood
Connection between column template and node, and coating priming paint after something that gives the game away is polished；
（5）：Then tread flaking is carried out to garland node, the moulding bed of wherein middle part is connected on garland node in the process, is hung
It is filled on temporary support upper mounting plate and positioning is installed:；
（6）：After the completion for the treatment of above-mentioned garland node installation positioning, start to be segmented bearing garland；Temporary support is erect, and adopts cable
Wind rope etc. is fixed；
（7）：Advance terrestrial positioning qualified garland node is hung on and positioned on temporary supporting platform；
（8）：Then the above-mentioned garland node having good positioning and bearing garland are attached by garland tie-rod；
（9）：Then garland node in top is installed again, then top garland node and bearing garland is connected by garland tie-rod
Connect, so far complete the installation of a garland component；
（10）：After garland component installation in previous step, blown slowly down and fallen when being close to installation position, played heavy industry side
Can stretch out one's hand and touch component, and be installed using temporary support auxiliary, after lifting is in place, end displacement is fixed against with clamp；
（12）：The timely centering of measurement and positioning axis after in place according to the installation opening between garland component and at the top of temporary support, draws
Flower position of joints is fixed temporarily with moulding bed, is fixed with tack welding at docking port；
（13）：The location control of garland component:Before lifting every garland member segments mark total powerstation anchor point on component and
Docking port centrage, garland component guarantee the centrage alignment of its docking port when in place, carry out accurate measurement simultaneously using total powerstation
Correction.
Above-mentioned technical proposal can be seen that the present invention and have the advantages that：
1st, heretofore described a kind of " garland " steel structure system for stadium periphery, which passes through in the outer of building body
Portion arranges outer housing result and roof structure and carries out good protected effect to which, and wherein, the cover structure adopts garland structure,
Not only allow which more beautiful, at the same effectively avoid building body directly it is long-term it is exposed outside, so as to play to building body
Well protection and protective effect, effectively extend its life-span for using, and improve the safety that its later stage uses.
2nd, heretofore described roof sections are made up of the layer that winds up, lower edge layer and Cable-Membrane Structures for Roof is constituted, it is described on
String layer is made up of network rope net, and the lower edge is stayed structure of the rib to arrangement, with drawing between the layer that winds up, lower edge layer
Rope forms double-decker system, and, located at the top of double-decker system, the roof structure can be significantly for the Cable-Membrane Structures for Roof
Its stability of raising and fastness, further improve its construction and the later stage come into operation after safety.
3rd, the mounting process of heretofore described a kind of " garland " steel structure system for stadium periphery, which passes through
The cover structure of garland shape is mounted with the periphery of building body, and roof structure is provided with the top of building body, allow which
Both good beauty function had been played, while also can play a very good protection to building body, whole mounting process is simple,
Easily realize, and which can improve the quality of whole steel structure system to greatest extent, so as to greatly improve what its later stage used
Stability and safety, and then allow which to better meet the demand of developer and client.
Description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the internal structure schematic diagram of X nodes in the present invention；
Fig. 3 is the structural representation of X nodes in the present invention；
Fig. 4 is the mounting structure schematic diagram of X nodes in the present invention；
In figure：Cover structure -1, roof structure -2, upper inner ring -21, lower inner ring -22, rigid bracing -23, oblique drag-line -24, drawing
Floral structure system -3, garland structure -31, outer steel perimeter beam -32, steel pipe -33 of encorbelmenting, garland node -34, bearing garland -35, garland
Tie-rod -36, bottom wing listrium -341, top flange plate -342, top flange plate -343, dividing plate -344, web -345, cable truss -6, rope
Film framework -7.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment, further elucidate the present invention.
Embodiment
A kind of " garland " steel structure system for stadium periphery as shown in Figures 1 to 4, it is characterised in that：Outer housing
Structure 1 and roof structure 2, wherein, the cover structure 1 is garland structural system 3；
The garland structural system 3 includes garland structure 31, and the top of the garland structure 31 is provided with outer steel perimeter beam 32, the drawing
Connected by steel pipe 33 of encorbelmenting between floral structure 31 and outer steel perimeter beam 32, the cover structure 1 is located at the periphery of building body 4；
The roof structure 2 is made up of tension internal ring, pressurized outer shroud and roofing, is provided with tensioning system in the roofing, described
Tensioning system is located between tension internal ring, pressurized outer shroud, and three forms balanced structure system, and the roof structure 2 is located at outer housing
The top of structure 1, and, connected by inclined support structure 5 between the roof structure 2 and cover structure 1.
Further, garland structure of the garland structure 31 for box-type section, which is by garland node 34 and bearing garland
35 are constituted, and the garland node 34 is connected with bearing garland 35 by garland tie-rod 36.
Further, the garland node 34 includes bottom wing listrium 341 and top flange plate 342, and the top flange plate 343 sets
Reinforcement gusset 343, the reinforcement is provided between the top of bottom wing listrium 341, the top flange plate 343 and bottom wing listrium 341
Dividing plate 344 is provided with the middle of gusset 342, and the edge between the top flange plate 342 and bottom wing listrium 341 is connected by web 345.
Further, the tension internal ring is made up of upper inner ring 21, lower inner ring 22, rigid bracing 23 and oblique drag-line 24, institute
Upper inner ring 21 is stated located at the top of lower inner ring 22, the rigid bracing 23 is located between upper inner ring 21 and lower inner ring 22, it is described oblique
To 24 oblique pull of drag-line on the diagonal of two rigid bracings 23.
Further, steel pipe truss is provided with the pressurized outer shroud, and the steel pipe truss forms entirety with side support structure.
Further, the roof sections are made up of the layer that winds up, lower edge layer and Cable-Membrane Structures for Roof is constituted, the layer that winds up
It is made up of network rope net, the lower edge is stayed structure of the rib to arrangement, uses drag-line shape between the layer that winds up, lower edge layer
Into double-decker system, the Cable-Membrane Structures for Roof is located at the top of double-decker system.
Further, the Cable-Membrane Structures for Roof includes cable truss 6 and rope film framework 7, the two ends of the cable truss 6 respectively with
Cover structure 1 and building body 4 connect, and the rope film framework 7 is on cable truss 6.
Further, the inclined support structure 4 includes steel diagonal brace 51 and steel batter post 52, described 4 one end of steel diagonal brace and outer steel perimeter beam 4
Make movable connection, the other end is fixed on building body 4, one end of the steel batter post 52 is located at two outer steel loops by adjusting button
Between beam 4, the other end is fixed on building body 4, and, the steel batter post 52 is between two steel diagonal braces 51.
Embodiment 2
A kind of " garland " steel structure system for stadium periphery as shown in Figures 1 to 4, it is characterised in that：Cover structure 1
With roof structure 2, wherein, the cover structure 1 is garland structural system 3；
The garland structural system 3 includes garland structure 31, and the top of the garland structure 31 is provided with outer steel perimeter beam 32, the drawing
Connected by steel pipe 33 of encorbelmenting between floral structure 31 and outer steel perimeter beam 32, the cover structure 1 is located at the periphery of building body 4；
The roof structure 2 is made up of tension internal ring, pressurized outer shroud and roofing, is provided with tensioning system in the roofing, described
Tensioning system is located between tension internal ring, pressurized outer shroud, and three forms balanced structure system, and the roof structure 2 is located at outer housing
The top of structure 1, and, connected by inclined support structure 5 between the roof structure 2 and cover structure 1.
Further, garland structure of the garland structure 31 for box-type section, which is by garland node 34 and bearing garland
35 are constituted, and the garland node 34 is connected with bearing garland 35 by garland tie-rod 36.
Further, the garland node 34 includes bottom wing listrium 341 and top flange plate 342, and the top flange plate 343 sets
Reinforcement gusset 343, the reinforcement is provided between the top of bottom wing listrium 341, the top flange plate 343 and bottom wing listrium 341
Dividing plate 344 is provided with the middle of gusset 342, and the edge between the top flange plate 342 and bottom wing listrium 341 is connected by web 315.
Further, the tension internal ring is made up of upper inner ring 21, lower inner ring 22, rigid bracing 23 and oblique drag-line 24, institute
Upper inner ring 21 is stated located at the top of lower inner ring 22, the rigid bracing 23 is located between upper inner ring 21 and lower inner ring 22, it is described oblique
To 24 oblique pull of drag-line on the diagonal of two rigid bracings 23.
Further, steel pipe truss is provided with the pressurized outer shroud, and the steel pipe truss forms entirety with side support structure.
Further, the roof sections are made up of the layer that winds up, lower edge layer and Cable-Membrane Structures for Roof is constituted, the layer that winds up
It is made up of network rope net, the lower edge is stayed structure of the rib to arrangement, uses drag-line shape between the layer that winds up, lower edge layer
Into double-decker system, the Cable-Membrane Structures for Roof is located at the top of double-decker system.
Further, the Cable-Membrane Structures for Roof includes cable truss 6 and rope film framework 7, the two ends of the cable truss 6 respectively with
Cover structure 1 and building body 4 connect, and the rope film framework 7 is on cable truss 6.
Further, the inclined support structure 4 includes steel diagonal brace 51 and steel batter post 52, described 4 one end of steel diagonal brace and outer steel perimeter beam 4
Make movable connection, the other end is fixed on building body 4, one end of the steel batter post 52 is located at two outer steel loops by adjusting button
Between beam 4, the other end is fixed on building body 4, and, the steel batter post 52 is between two steel diagonal braces 51.
Further, the mounting process of described " garland " steel structure system for stadium periphery, specific erector
Skill is as follows：
（1）：Building body 4 is built up using armored concrete according to construction drawing first；
（2）：After building body 4 is built up, start its peripheral cover structure 1 and roof structure 2 are installed；
（3）：First the lattice section point on ground in garland structure 31 is assembled, and at the same time temporary support is also carried out together
Build；
（4）：After the completion for the treatment of that the lattice section point in previous step in garland structure 31 and temporary support are built, start to lattice section point
Lifted, during lifting, garland structure overall 10 ° of inclination, overall structure facade and ground level angle laterally
In 80 °；
（5）：During lifting, the scheme of " the pre-aligned positioning of high-altitude again in ground " is adopted, i.e.,：First place is looked on the ground
It is flat, spread base board or rigid platfor（It is the level of state）And X node locating axial lines are pulled thereon；Moulding bed column is erect,
Positioning garland node 34 is installed, and connection between column and moulding bed basis is finally removed by 34 related column of oriented garland node
Lift to high-altitude and position；
（6）：After garland node 34 is had good positioning, then bearing garland 35 is lifted to suitable position, and pass through garland tie-rod 36
Both are attached, then positioning is installed by the way of embedding benefit；
（7）：Repeat the above steps（4）Extremely（6）By the garland installation of building body 4, then pacify at the top of garland structure 31
The outer steel perimeter beam 32 of dress, is installing outer steel perimeter beam（32）During, by encorbelmenting, which is connected by steel pipe 33 with garland structure 31, i.e.,
1 molding of cover structure；
（8）：After 1 molding of above-mentioned cover structure, then cover structure 1 is fixed with building body 4 by inclined support structure 4,
Movable connection is made with outer steel perimeter beam 4 in i.e. described 4 one end of steel diagonal brace, and the other end is fixed on building body 4, the steel batter post 52
One end by adjusting button between the two outer steel perimeter beams 4, the other end is fixed on building body 4, and, the steel batter post 52 sets
Between two steel diagonal braces 51；So far 1 installation of cover structure；
（9）：Then roof structure 2 is installed, i.e., first tension internal ring is installed, upper inner ring 21 is located at lower inner ring 22
Top, the rigid bracing 23 are located between upper inner ring 21 and lower inner ring 22, and 24 oblique pull of oblique drag-line is in two rigid bracings
On 23 diagonal；
（10）：Then pressurized outer shroud is installed, after pressurized outer shroud installation, roofing is installed；
（11）：During roofing is installed, i.e., first successively the layer that winds up, lower edge layer are installed, so wind up layer, the lower edge
Double-decker system is formed with drag-line between layer；
（12）：Then the cable truss 6 in Cable-Membrane Structures for Roof and rope film framework 7 are installed, i.e. the two ends difference of cable truss 6
It is connected with cover structure 1 and building body 4, the rope film framework 7 is located on cable truss 6, so far " drawing for stadium periphery
The installation of flower " steel structure system；
（13）：Finally " garland " steel structure system of above-mentioned installation is checked.
Embodiment 3
A kind of " garland " steel structure system for stadium periphery as shown in Figures 1 to 4, it is characterised in that：Cover structure 1
With roof structure 2, wherein, the cover structure 1 is garland structural system 3；
The garland structural system 3 includes garland structure 31, and the top of the garland structure 31 is provided with outer steel perimeter beam 32, the drawing
Connected by steel pipe 33 of encorbelmenting between floral structure 31 and outer steel perimeter beam 32, the cover structure 1 is located at the periphery of building body 4；
The roof structure 2 is made up of tension internal ring, pressurized outer shroud and roofing, is provided with tensioning system in the roofing, described
Tensioning system is located between tension internal ring, pressurized outer shroud, and three forms balanced structure system, and the roof structure 2 is located at outer housing
The top of structure 1, and, connected by inclined support structure 5 between the roof structure 2 and cover structure 1.
Further, garland structure of the garland structure 31 for box-type section, which is by garland node 34 and bearing garland
35 are constituted, and the garland node 34 is connected with bearing garland 35 by garland tie-rod 36.
Further, the garland node 34 includes bottom wing listrium 341 and top flange plate 342, and the top flange plate 343 sets
Reinforcement gusset 343, the reinforcement is provided between the top of bottom wing listrium 341, the top flange plate 343 and bottom wing listrium 341
Dividing plate 344 is provided with the middle of gusset 342, and the edge between the top flange plate 342 and bottom wing listrium 341 is connected by web 315.
Further, the tension internal ring is made up of upper inner ring 21, lower inner ring 22, rigid bracing 23 and oblique drag-line 24, institute
Upper inner ring 21 is stated located at the top of lower inner ring 22, the rigid bracing 23 is located between upper inner ring 21 and lower inner ring 22, it is described oblique
To 24 oblique pull of drag-line on the diagonal of two rigid bracings 23.
Further, steel pipe truss is provided with the pressurized outer shroud, and the steel pipe truss forms entirety with side support structure.
Further, the roof sections are made up of the layer that winds up, lower edge layer and Cable-Membrane Structures for Roof is constituted, the layer that winds up
It is made up of network rope net, the lower edge is stayed structure of the rib to arrangement, uses drag-line shape between the layer that winds up, lower edge layer
Into double-decker system, the Cable-Membrane Structures for Roof is located at the top of double-decker system.
Further, the Cable-Membrane Structures for Roof includes cable truss 6 and rope film framework 7, the two ends of the cable truss 6 respectively with
Cover structure 1 and building body 4 connect, and the rope film framework 7 is on cable truss 6.
Further, the inclined support structure 5 includes steel diagonal brace 51 and steel batter post 52, described 51 one end of steel diagonal brace and outer steel perimeter beam
4 make movable connection, and the other end is fixed on building body 4, and one end of the steel batter post 52 is located at two outer steel by adjusting button
Between ring beam 4, the other end is fixed on building body 4, and, the steel batter post 52 is between two steel diagonal braces 51.
Further, the mounting process of described " garland " steel structure system for stadium periphery, specific erector
Skill is as follows：
（1）：Building body 4 is built up using armored concrete according to construction drawing first；
（2）：After building body 4 is built up, start its peripheral cover structure 1 and roof structure 2 are installed；
（3）：First the lattice section point on ground in garland structure 31 is assembled, and at the same time temporary support is also carried out together
Build；
（4）：After the completion for the treatment of that the lattice section point in previous step in garland structure 31 and temporary support are built, start to lattice section point
Lifted, during lifting, garland structure overall 10 ° of inclination, overall structure facade and ground level angle laterally
In 80 °；
（5）：During lifting, the scheme of " the pre-aligned positioning of high-altitude again in ground " is adopted, i.e.,：First place is looked on the ground
It is flat, spread base board or rigid platfor（It is the level of state）And X node locating axial lines are pulled thereon；Moulding bed column is erect,
Positioning garland node 34 is installed, and connection between column and moulding bed basis is finally removed by 34 related column of oriented garland node
Lift to high-altitude and position；
（6）：After garland node 34 is had good positioning, then bearing garland 35 is lifted to suitable position, and pass through garland tie-rod 36
Both are attached, then positioning is installed by the way of embedding benefit；
（7）：Repeat the above steps（4）Extremely（6）By the garland installation of building body 4, then pacify at the top of garland structure 31
The outer steel perimeter beam 32 of dress, during outer steel perimeter beam 32 is installed, by encorbelmenting, which is connected by steel pipe 33 with garland structure 31, i.e., outer
1 molding of cover structure；
（8）：After 1 molding of above-mentioned cover structure, then cover structure 1 is fixed with building body 4 by inclined support structure 4,
Movable connection is made with outer steel perimeter beam 4 in i.e. described 4 one end of steel diagonal brace, and the other end is fixed on building body 4, the steel batter post 52
One end by adjusting button between the two outer steel perimeter beams 4, the other end is fixed on building body 4, and, the steel batter post 52 sets
Between two steel diagonal braces 51；So far 1 installation of cover structure；
（9）：Then roof structure 2 is installed, i.e., first tension internal ring is installed, upper inner ring 21 is located at lower inner ring 22
Top, the rigid bracing 23 are located between upper inner ring 21 and lower inner ring 22, and 24 oblique pull of oblique drag-line is in two rigid bracings
On 23 diagonal；
（10）：Then pressurized outer shroud is installed, after pressurized outer shroud installation, roofing is installed；
（11）：During roofing is installed, i.e., first successively the layer that winds up, lower edge layer are installed, so wind up layer, the lower edge
Double-decker system is formed with drag-line between layer；
（12）：Then the cable truss 6 in Cable-Membrane Structures for Roof and rope film framework 7 are installed, i.e. the two ends difference of cable truss 6
It is connected with cover structure 1 and building body 4, the rope film framework 7 is located on cable truss 6, so far " drawing for stadium periphery
The installation of flower " steel structure system；
（13）：Finally " garland " steel structure system of above-mentioned installation is checked.
A kind of mounting process of " garland " steel structure system for stadium periphery, it is characterised in that：Wherein " garland "
Concrete mounting process is as follows：
（1）：The centrage and outer contour of garland node 34 is marked on rigid platfor, and moulding bed is set up according to line style；Along long
Degree direction middle part moulding bed position should be determined according to position of the garland node 34 on locus and temporary support, its
Spacing is not to be exceeded the width of respective support platform；
（2）：Garland node 34 is hung on moulding bed to be positioned, i.e.,：Node position fixing process on moulding bed inherently installs positioning
Process, only spatial altitude position is different；During positioning, the installation accuracy of each port position of strict control node, and detect section
Whether the absolute altitude that dot center winds up position meets the requirements；
（3）：After the completion of node installation positioning, reliably fixed, and detected by full-time inspector；The process of detection
The method that middle employing plumb line method is combined with total powerstation is detected；
（4）：The connection between middle part moulding bed column and rigid platfor is removed after above-mentioned detection is qualified, is removed two ends moulding bed and is stood
Connection between column template and node, and coating priming paint after something that gives the game away is polished；
（5）：Then tread flaking is carried out to garland node 34, the moulding bed of wherein middle part is connected in garland node 34 in the process
On, lift to temporary support upper mounting plate and positioning is installed:；
（6）：After the completion for the treatment of that above-mentioned garland node 34 installs positioning, start to be segmented bearing garland 35；Temporary support is erect, and is adopted
It is fixed with cable wind rope etc.；
（7）：Advance terrestrial positioning qualified garland node 34 is hung on and positioned on temporary supporting platform；
（8）：Then the above-mentioned garland node 34 having good positioning and bearing garland 35 are attached by garland tie-rod 36；
（9）：Then top garland node 34 is installed again, then by garland tie-rod 36 to top garland node 34 and bearing garland 35
It is attached, so far completes the installation of a garland component；
（10）：After garland component installation in previous step, blown slowly down and fallen when being close to installation position, played heavy industry side
Can stretch out one's hand and touch component, and be installed using temporary support auxiliary, after lifting is in place, end displacement is fixed against with clamp；
（12）：The timely centering of measurement and positioning axis after in place according to the installation opening between garland component and at the top of temporary support, draws
34 position of flower node is fixed temporarily with moulding bed, is fixed with tack welding at docking port；
（13）：The location control of garland component:Before lifting every garland member segments mark total powerstation anchor point on component and
Docking port centrage, garland component guarantee the centrage alignment of its docking port when in place, carry out accurate measurement simultaneously using total powerstation
Correction.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvement can also be made, these improvement also should be regarded as the present invention's
Protection domain.
Claims (10)
1. a kind of " garland " steel structure system for stadium periphery, it is characterised in that：Including：Cover structure（1）And roof system
Structure（2）, wherein, the cover structure（1）For garland structural system（3）；
The garland structural system（3）Including garland structure（31）, the garland structure（31）Top be provided with outer steel perimeter beam
（32）, the garland structure（31）With outer steel perimeter beam（32）Between by steel pipe of encorbelmenting（33）Connection, the cover structure（1）If
In building body（4）Periphery；
The roof structure（2）It is made up of tension internal ring, pressurized outer shroud and roofing, in the roofing, is provided with tensioning system, institute
State tensioning system to be located between tension internal ring, pressurized outer shroud, three forms balanced structure system, the roof structure（2）It is located at
Cover structure（1）Top, and, the roof structure（2）And cover structure（1）Between pass through inclined support structure（5）Connection.
2. " garland " steel structure system for stadium periphery according to claim 1, it is characterised in that：The garland
Structure（31）For the garland structure of box-type section, which is by garland node（34）With bearing garland（35）Constitute, the garland node
（34）By garland tie-rod（36）With bearing garland（35）Connection.
3. " garland " steel structure system for stadium periphery according to claim 2, it is characterised in that：The garland
Node（34）Including bottom wing listrium（341）And top flange plate（342）, the top flange plate（342）Located at bottom wing listrium（341）'s
Top, the top flange plate（342）With bottom wing listrium（341）Between be provided with reinforcement gusset（343）, the reinforcement gusset（342）
Centre is provided with dividing plate（344）, the top flange plate（342）With bottom wing listrium（341）Between edge pass through web（345）Even
Connect.
4. " garland " steel structure system for stadium periphery according to claim 1, it is characterised in that：The tension
Internal ring is by upper inner ring（21）, lower inner ring（22）, rigid bracing（23）With oblique drag-line（24）Composition, the upper inner ring（21）It is located at
Lower inner ring（22）Top, the rigid bracing（23）Located at upper inner ring（21）And lower inner ring（22）Between, the oblique drag-line
（24）Oblique pull is in two rigid bracings（23）Diagonal on.
5. " garland " steel structure system for stadium periphery according to claim 1, it is characterised in that：It is described pressurized
Steel pipe truss is provided with outer shroud, and the steel pipe truss forms entirety with side support structure.
6. " garland " steel structure system for stadium periphery according to claim 1, it is characterised in that：The roofing
Part is made up of the layer that winds up, lower edge layer and Cable-Membrane Structures for Roof is constituted, and the layer that winds up is made up of network rope net, described
Lower edge is stayed structure of the rib to arrangement, forms double-decker system, the roof system with drag-line between the layer that winds up, lower edge layer
Cable-membrane analysis are located at the top of double-decker system.
7. " garland " steel structure system for stadium periphery according to claim 5, it is characterised in that：The roof system
Cable-membrane analysis include cable truss（6）With rope film framework（7）, the cable truss（6）Two ends respectively with cover structure（1）And building
Main body（4）Connection, the rope film framework（7）Located at cable truss（6）On.
8. " garland " steel structure system for stadium periphery according to claim 1, it is characterised in that：The diagonal brace
Structure（5）Including steel diagonal brace（51）With steel batter post（52）, the steel diagonal brace（51）One end and outer steel perimeter beam（32）Make movable company
Connect, the other end is fixed on building body（4）On, the steel batter post（52）One end by adjusting button be located at two outer steel perimeter beams（32）
Between, the other end is fixed on building body（4）On, and, the steel batter post（52）Located at two steel diagonal braces（51）Between.
9. the mounting process of " garland " steel structure system for stadium periphery according to power 1 to 7 any one of power, which is special
Levy and be：Specific mounting process is as follows：
（1）：First according to construction drawing using armored concrete building body（4）Build up；
（2）：Treat building body（4）After building up, start to its peripheral cover structure（1）And roof structure（2）Installed；
（3）：First garland structure is faced on ground（31）In lattice section point assembled, at the same time temporary support is also entered together
Row is built；
（4）：Treat garland structure in previous step（31）In lattice section point and temporary support build after the completion of, start to lattice section
Point is lifted, and during lifting, garland structure is overall to incline 10 ° laterally, and overall structure facade is pressed from both sides with ground level
Angle is in 80 °；
（5）：During lifting, the scheme of " the pre-aligned positioning of high-altitude again in ground " is adopted, i.e.,：First place is looked on the ground
It is flat, spread base board or rigid platfor（It is the level of state）And X node locating axial lines are pulled thereon；Moulding bed column is erect,
Positioning garland node is installed（34）, the connection between column and moulding bed basis is finally removed by oriented garland node（34）It is related
Column is lifted to high-altitude and is positioned；
（6）：Treat garland node（34）After having good positioning, then by bearing garland（35）Lift to suitable position, and pass through garland system
Bar（36）Both are attached, then positioning is installed by the way of embedding benefit；
（7）：Repeat the above steps（4）Extremely（6）By building body（4）Garland installation, then in garland structure（31）Top
Portion is installed by outer steel perimeter beam（32）, outer steel perimeter beam is being installed（32）During, by steel pipe of encorbelmenting（33）By itself and garland structure
（31）Connection, i.e. cover structure（1）Molding；
（8）：Treat above-mentioned cover structure（1）After molding, then by inclined support structure（4）To cover structure（1）With building body（4）Enter
Row is fixed, i.e., described steel diagonal brace（4）One end and outer steel perimeter beam（4）Make movable connection, the other end is fixed on building body（4）
On, the steel batter post（52）One end by adjusting button be located at two outer steel perimeter beams（4）Between, the other end is fixed on building body
（4）On, and, the steel batter post（52）Located at two steel diagonal braces（51）Between；So far cover structure（1）Installation；
（9）：Then to roof structure（2）Installed, i.e., first tension internal ring is installed, upper inner ring（21）Located at lower inner ring
（22）Top, the rigid bracing（23）Located at upper inner ring（21）And lower inner ring（22）Between, the oblique drag-line（24）Tiltedly
Draw in two rigid bracings（23）Diagonal on；
（10）：Then pressurized outer shroud is installed, after pressurized outer shroud installation, roofing is installed；
（11）：During roofing is installed, i.e., first successively the layer that winds up, lower edge layer are installed, so wind up layer, the lower edge
Double-decker system is formed with drag-line between layer；
（12）：Then by the cable truss in Cable-Membrane Structures for Roof（6）With rope film framework（7）Installed, i.e. cable truss（6）Two
End respectively with cover structure（1）And building body（4）Connection, the rope film framework（7）Located at cable truss（6）On, so far it is used for
The installation of " garland " steel structure system of stadium periphery；
（13）：Finally " garland " steel structure system of above-mentioned installation is checked.
10. a kind of mounting process of " garland " steel structure system for stadium periphery according to claim 9, its feature
It is：Wherein " garland " concrete mounting process is as follows：
（1）：Garland node is marked on rigid platfor（34）Centrage and outer contour, and moulding bed is set up according to line style；Edge
The moulding bed position of length direction middle part should be according to garland node（34）Position on locus and temporary support is come true
Fixed, its spacing is not to be exceeded the width of respective support platform；
（2）：By garland node（34）Hang on moulding bed to be positioned, i.e.,：Node position fixing process on moulding bed is inherently installed fixed
Position process, only spatial altitude position is different；During positioning, the installation accuracy of each port position of strict control node, and detect
Whether the absolute altitude that node center position is winded up meets the requirements；
（3）：After the completion of node installation positioning, reliably fixed, and detected by full-time inspector；The process of detection
The method that middle employing plumb line method is combined with total powerstation is detected；
（4）：The connection between middle part moulding bed column and rigid platfor is removed after above-mentioned detection is qualified, is removed two ends moulding bed and is stood
Connection between column template and node, and coating priming paint after something that gives the game away is polished；
（5）：Then to garland node（34）Tread flaking is carried out, the moulding bed of wherein middle part is connected in garland node in the process
（34）On, lift to temporary support upper mounting plate and positioning is installed:；
（6）：Treat above-mentioned garland node（34）After the completion of positioning is installed, start to bearing garland（35）Segmentation；Erect temporary support,
And be fixed using cable wind rope etc.；
（7）：By advance terrestrial positioning qualified garland node（34）Hang on；
（8）：Then pass through garland tie-rod（36）To the above-mentioned garland node having good positioning（34）With bearing garland（35）It is attached；
（9）：Then garland node in top is installed again（34）, then by garland tie-rod（36）To top garland node（34）And bearing
Garland（35）It is attached, so far completes the installation of a garland component；
（10）：After garland component installation in previous step, blown slowly down and fallen when being close to installation position, played heavy industry side
Can stretch out one's hand and touch component, and be installed using temporary support auxiliary, after lifting is in place, end displacement is fixed against with clamp；
（12）：The timely centering of measurement and positioning axis after in place according to the installation opening between garland component and at the top of temporary support, draws
Flower node（34）Position is fixed temporarily with moulding bed, is fixed with tack welding at docking port；
（13）：The location control of garland component:Before lifting every garland member segments mark total powerstation anchor point on component and
Docking port centrage, garland component guarantee the centrage alignment of its docking port when in place, carry out accurate measurement simultaneously using total powerstation
Correction.
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