CN109113243A - A kind of hyperbolic steel structure type Pierced Aluminum Plank construction - Google Patents
A kind of hyperbolic steel structure type Pierced Aluminum Plank construction Download PDFInfo
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- CN109113243A CN109113243A CN201811118353.6A CN201811118353A CN109113243A CN 109113243 A CN109113243 A CN 109113243A CN 201811118353 A CN201811118353 A CN 201811118353A CN 109113243 A CN109113243 A CN 109113243A
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- installation
- crossbeam
- column
- repetition measurement
- pierced aluminum
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of hyperbolic steel structure type Pierced Aluminum Plank constructions, and the construction method is the following steps are included: (1) is familiar with design drawing；(2) three-dimensional modeling；(3) materials procurement；(4) installation of embedded parts；(5) processing of curved arc column and curved arc crossbeam；(6) installation of column supporting leg and civil engineering structure repetition measurement；(7) column segmental hoisting and column coordinate repetition measurement；(8) crossbeam segmental hoisting and crossbeam coordinate repetition measurement；(9) stainless reinforcing pull rod；(10) installation of aluminium sheet skeleton and skeleton coordinates correction；(11) Pierced Aluminum Plank and inside and outside lines are installed, by utilizing three-dimensional modeling whole branch hyperbolic member segments at the short component of several single and sectionally smooth join, to realize the hyperbolic modeling effect of whole branch component, and in hyperbolic Pierced Aluminum Plank when there is the region of yulan floral pattern, according to three-dimensional modeling, moulding processing and installation is intercepted out from model respectively, ensure that completion effect is consistent with design scheme.
Description
Technical field
The invention belongs to associated construction working skill fields, and in particular to a kind of hyperbolic steel structure type Pierced Aluminum Plank construction
Engineering method.
Background technique
As modern architecture science and technology is constantly innovated, high-rise and super high-rise building is more and more, the large size occurred in construction
Steel construction and different formed steel construction etc. also increase therewith, and the complicated diversification of all kinds of formative technologies combines design with art, even
Cloud harbor city healthcare hospital for women & children creates Emergency call medical technologies area east elevation stone material in mother and child care center projects, another increasing on the outside of glass curtain wall
If a face hyperbolic steel structure Pierced Aluminum Plank moulding, similar " nose " shape, construction are difficult in the middle part of the moulding of hyperbolic steel structure Pierced Aluminum Plank
Degree is big, and moulding is complex.
A kind of existing hyperbolic steel structure type Pierced Aluminum Plank construction technology has the following problems: existing a kind of double
Curve steel structure type Pierced Aluminum Plank construction is when constructing to similar " nose " shape or complex model, because double
Curve steel structure Pierced Aluminum Plank moulding major-minor skeleton is arc substantially, and is directly processed with whole steel square tube and H profile steel former material
Camber difficulty is larger, easily-deformable, and live alien invasion uses the protective frame of console mode steel tube fastener scaffold building, also unfavorable
Lifting operation on site.
Summary of the invention
The purpose of the present invention is to provide a kind of hyperbolic steel structure type Pierced Aluminum Plank constructions, to solve above-mentioned background
The existing a kind of hyperbolic steel structure type Pierced Aluminum Plank construction proposed in technology is to similar " nose " shape or multiple
When miscellaneous moulding is constructed, because hyperbolic steel structure Pierced Aluminum Plank moulding major-minor skeleton is arc substantially, and with whole
It is larger that steel square tube and H profile steel former material directly process camber difficulty, easily-deformable, and live alien invasion uses console mode steel tube fastener
The protective frame of scaffold building, the problem of being also unfavorable for on-site hoisting operation.
To achieve the above object, the invention provides the following technical scheme:
A kind of hyperbolic steel structure type Pierced Aluminum Plank construction, the construction method is the following steps are included: (1) is familiar with setting
Meter figure；(2) three-dimensional modeling；(3) materials procurement；(4) installation of embedded parts；(5) processing of curved arc column and curved arc crossbeam；(6)
The installation of column supporting leg and civil engineering structure repetition measurement；(7) column segmental hoisting and column coordinate repetition measurement；(8) crossbeam segmental hoisting and cross
Beam coordinate repetition measurement；(9) stainless reinforcing pull rod；(10) installation of aluminium sheet skeleton and skeleton coordinates correction；(11) Pierced Aluminum Plank and internal and external line
Item installation.
Preferably, when the stainless reinforcing pull rod is installed, often the stainless reinforcing pull rod of twice is arranged in across crossbeam middle part, guarantees horizontal
Deflection meets structure installation requirement in girder span, and the pull rod on crossbeam is drilled perforation before lifting, and have dislocation phenomenon after lifting
Mechanical hole reaming is needed, gas cutting is forbidden, checks whether verticality meets the requirements after being often all installed in place across pull rod above and below crossbeam, simultaneously
Take a sample test crossbeam midpoint coordinates whether deviation.
Preferably, when the aluminium sheet skeleton is installed, aluminium sheet keel need to be by the curved circle of three-dimensional localization figure, primary and secondary skeletal frame installation
After the completion, the stainless reinforcing pull rod of installation is fully welded after the completion of the leveling of whole picture skeleton to align lateral secondary joist and does anti-corrosion spray
Processing, skeleton installation front and back deviation should not exceed 2mm, and left-right deviation should not exceed 3mm.
Preferably, when the Pierced Aluminum Plank is installed, aluminium sheet hook pedestal is first fixed before installing on lateral secondary joist
Profile, aluminium sheet hook material is pre-installed on aluminium sheet flanging to be fixed with rivet, and aluminium sheet is installed when installing from center to two sides,
Blank cover is installed into hook alignment pedestal clamping afterwards in place, after installing, should check the flatness of adjustment whole picture aluminum facade
And seam size, uniformly etc., by installation deviation control within the scope of allowable error, aluminium sheet installs, and is being easy to contaminated
Position plastic film covering protection.
Preferably, when the inside and outside lines installation, the interval installation U-type groove steel fixing piece on lateral secondary joist, then
Moulding and front decoration lines after successively fixing carry out installation upper lower sealing cover board.
Preferably, when the column segmental hoisting is with column coordinate repetition measurement, according to three-dimensional modeling figure, every section of bar is determined
The upper and lower opening space coordinate of part, and when the positioning of scene, fixed survey station and backsight point are selected on the basis of building coordinate control point,
As the space coordinate point of benchmark setting-out whole column, from top to bottom, the cooperation of upright bar supporting leg is synchronous to be carried out column lifting sequence
Installation, is installed and then secondary progresss column coordinate repetition measurement, thus guarantee to install it is accurate with it is safe.
Preferably, when the column supporting leg installation is with civil engineering structure repetition measurement, construction drawing is compareed, thus using position
It sets and installs column supporting leg, consequently facilitating the later period builds, be installed after column supporting leg, civil engineering structure is re-started
Measurement and detection, thus guarantee construction installation it is accurate with it is safe.
Preferably, the crossbeam segmental hoisting and when crossbeam coordinate repetition measurement, often across transverse beam lifting before, need first repetition measurement purlin
Whether supporting plate elevation location and angle meet modeling positioning, and lifting cross beam after repetition measurement is errorless need to only control the sky of crossbeam span centre point
Between coordinate, that is, can guarantee the correct of crossbeam position and direction, after every row crossbeam is fully completed, estimate whether its radian leads to
It is suitable, several points are taken a sample test when necessary, to guarantee to lift accuracy, are installed and then secondary progress crossbeam coordinate repetition measurement, thus
Guarantee installation it is accurate with it is safe.
Compared with prior art, the present invention provides a kind of hyperbolic steel structure type Pierced Aluminum Plank construction, have with
It is lower the utility model has the advantages that
A kind of hyperbolic steel structure type Pierced Aluminum Plank construction of the present invention is by utilizing three-dimensional modeling whole branch hyperbolic structure
Part is segmented into the short component of several single and sectionally smooth join, and interface setting is hidden at crossbeam lines cladding, and single component
Process-cycle is short at low cost, also marks the centre coordinate of every section of skeleton or more in three-dimensional model diagram with computer in splicing,
On-site hoisting carries out accurate lifting splicing using total station, the hyperbolic modeling effect of whole branch component can be realized, and in hyperbolic
Pierced Aluminum Plank is when there is the region of yulan floral pattern, according to three-dimensional modeling, by bottom of the aluminium sheet in the region of yulan floral pattern
Color aperture plate is separated with pattern macroporous plate, intercepts out moulding processing from model respectively, and tight spelling processing is done when installing in this way, thus
Guarantee that completion effect is consistent with former design scheme,
Detailed description of the invention
Attached drawing is used to provide further understanding of the present invention, and constitutes part of specification, with reality of the invention
It applies example to be used to explain the present invention together, not be construed as limiting the invention, in the accompanying drawings:
Fig. 1 is construction process structural schematic diagram proposed by the present invention；
Fig. 2 is three-dimensional model structure schematic diagram proposed by the present invention；
Fig. 3 is skeleton planar structure schematic diagram in the middle part of hyperbolic steel structure type Pierced Aluminum Plank moulding proposed by the present invention；
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments, is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention,
Fig. 1-3 is please referred to, the present invention provides a kind of technical solution:
A kind of hyperbolic steel structure type Pierced Aluminum Plank construction, the construction method is the following steps are included: (1) is familiar with setting
Meter figure；(2) three-dimensional modeling；(3) materials procurement；(4) installation of embedded parts；(5) processing of curved arc column and curved arc crossbeam；(6)
The installation of column supporting leg and civil engineering structure repetition measurement；(7) column segmental hoisting and column coordinate repetition measurement；(8) crossbeam segmental hoisting and cross
Beam coordinate repetition measurement；(9) stainless reinforcing pull rod；(10) installation of aluminium sheet skeleton and skeleton coordinates correction；(11) Pierced Aluminum Plank and internal and external line
Item installation.
Further, when stainless reinforcing pull rod is installed, often across crossbeam middle part is arranged the stainless reinforcing pull rod of twice, guarantee crossbeam across
Middle deflection meets structure installation requirement, and the pull rod on crossbeam is drilled perforation before lifting, and the phenomenon that has dislocation after lifting needs machine
Gas cutting is forbidden in tool reaming, checks whether verticality meets the requirements after being often all installed in place across pull rod above and below crossbeam, takes a sample test simultaneously
Crossbeam midpoint coordinates whether deviation, so that be installed after it is more accurate, and often across above and below crossbeam pull rod all pacify
Check whether verticality meets the requirements after being attached to position, to ensure that the safety of later period installation.
Further, when aluminium sheet skeleton is installed, aluminium sheet keel need to be installed by the curved circle of three-dimensional localization figure, primary and secondary skeletal frame
Afterwards, the stainless reinforcing pull rod of installation is fully welded and does anti-corrosion spray processing after the completion to align lateral secondary joist, the leveling of whole picture skeleton,
Skeleton installation front and back deviation should not exceed 2mm, and left-right deviation should not exceed 3mm, more convenient when being installed in this way,
And it is fully welded and does anti-corrosion spray processing after the completion of the leveling of whole picture skeleton, to have good anti-corrosion capability, so outside
When minister's time uses, the service life used ensure that, and frame installation front and back deviation should not exceed 2mm, left-right deviation is not answered
Greater than 3mm, thus ensure that the later period installation it is accurate with it is safe.
Further, when Pierced Aluminum Plank is installed, aluminium sheet hook pedestal profile is first fixed on lateral secondary joist before installing,
Aluminium sheet hook material is pre-installed on aluminium sheet flanging to be fixed with rivet, and aluminium sheet is installed when installing from center to two sides, will be hung
Blank cover is installed in hook alignment pedestal clamping afterwards in place, after installing, should check the flatness and seam of adjustment whole picture aluminum facade
The size in road, uniform etc., by installation deviation control within the scope of allowable error, aluminium sheet is installed, and is being easy to contaminated portion
Position plastic film covering protection, it is stronger when installation in this way, and after installing, it should also check adjustment whole picture aluminium
The size of the flatness of plate curtain wall and seam, uniformly etc., by installation deviation control within the scope of allowable error, so that installation is more
Precisely, the safety and integrally-built stability when construction in later period be ensure that, thus will not when long-time uses
It is damaged.
Further, when inside and outside lines are installed, the interval installation U-type groove steel fixing piece on lateral secondary joist, then successively
Moulding and front decoration lines after fixation carry out installation upper lower sealing cover board, so when in use, can play very well
Decoration function, and moulding can also seal up gap well, so that not allowing to be also easy to produce when long-time uses
The service life of dirt and protection entirety.
Further, when column segmental hoisting is with column coordinate repetition measurement, according to three-dimensional modeling figure, every section of rod piece is determined
Upper and lower opening space coordinate, and when the positioning of scene, fixed survey station and backsight point are selected, on the basis of building coordinate control point with this
For the space coordinate point of benchmark setting-out whole column, from top to bottom, the cooperation of upright bar supporting leg synchronizes is installed column lifting sequence,
In this way according to three-dimensional modeling figure, thus it is more convenient when determining position, and regular erection sequence is installed and is installed,
So that more accurate and safe when installation.
Further, when the installation of column supporting leg is with civil engineering structure repetition measurement, construction drawing is compareed, thus using on position
Column supporting leg is installed, consequently facilitating the later period builds, is installed after column supporting leg, measurement is re-started to civil engineering structure
With detection, thus guarantee the installation of construction it is accurate with it is safe, pass through compareing for drawing and position in this way so that installation when
It waits more convenient, and is installed after column supporting leg, measurement and detection are re-started to civil engineering structure, so that installation
It is more accurate, guarantee later period installation safety.
Further, crossbeam segmental hoisting and when crossbeam coordinate repetition measurement, often across transverse beam lifting before, need first repetition measurement purlin supporting plate
Whether elevation location and angle meet modeling positioning, lifting cross beam after repetition measurement is errorless, and the space that need to only control crossbeam span centre point is sat
Mark can guarantee the correct of crossbeam position and direction, whether after every row crossbeam is fully completed, it is clear and coherent to estimate its radian, must
Several points are taken a sample test when wanting, and to guarantee to lift accuracy, are installed and then secondary progress crossbeam coordinate repetition measurement, to guarantee
Installation it is accurate with it is safe, so that installation when be not easy occur installation danger, to ensure that staff's
Life security, and by each measurement, so that installation is more accurate, so that monolithic architecture stability obtains well
Guarantee.
The working principle of the invention and process for using: thus construct hyperbolic steel structure type Pierced Aluminum Plank when, pass through
Following steps are constructed: (1) being familiar with design drawing；(2) three-dimensional modeling；(3) materials procurement；(4) installation of embedded parts；(5) curved
The processing of arc column and curved arc crossbeam；(6) installation of column supporting leg and civil engineering structure repetition measurement；(7) column segmental hoisting and column are sat
Mark repetition measurement；(8) crossbeam segmental hoisting and crossbeam coordinate repetition measurement；(9) stainless reinforcing pull rod；(10) installation of aluminium sheet skeleton and skeleton coordinate
Correction；(11) Pierced Aluminum Plank and inside and outside lines are installed, and such a hyperbolic steel structure type Pierced Aluminum Plank construction passes through benefit
With three-dimensional modeling whole branch hyperbolic member segments at the short component of several single and sectionally smooth join, so that installation is more square
Just, and the single component process-cycle is short at low cost, thus greatly reduces the cost of construction, and when splicing, uses
Computer marks the centre coordinate of every section of skeleton or more in three-dimensional model diagram, thus when construction at the construction field (site) more
Add conveniently, and when on-site hoisting, it is that accurate lifting splicing is carried out using total station, so that when lifting splicing
It is more accurate, so that whole stability is protected well after being installed, and it can be realized the hyperbolic of whole branch component
Modeling effect, and in hyperbolic Pierced Aluminum Plank when there is the region of yulan floral pattern, construction personnel according to three-dimensional modeling, so as to
Background color aperture plate and pattern macroporous plate of the aluminium sheet in the region of yulan floral pattern to be separated, separating in this way, thus
It can intercept and be processed from model, thus by the processing of splicing, so that the completion effect of yulan floral pattern and former design
Scheme is consistent.
Application example 1: Lianyungang healthcare hospital for women & children creates mother and child care center projects
Lianyungang healthcare hospital for women & children create mother and child care center projects position Lianyungang Haizhou District Qin east gate street with it is strongly fragrant
Continent South Road crossing, about 92720.3 square metres of overall floorage, engineering basement one is made of main building and podium on the ground, and main building is total
19 layers, using frame shear wall structure system, four layers of podium use frame structure.
Application example 2: Suzhou Modern Media square assembly is contracted project
Suzhou TV and Radio Service head station Modern Media square assembly is contracted project to the east of the street Nan Shi of Suzhou Industrial Park, emerald green
On the south the road of garden, plot to the north of central river, about 32.5 ten thousand m2 of overall floorage, engineering F3/B3, on the ground by two building high buildings and skirt
Room composition, handles official business 42 layers of high building, height 214.8m, using Reinforced Concrete Core Walls Structure steel frame structural system, podium performs in a radio or TV programme building
Using heavy full steel structure, 38 layers of hotel's high building, height 164.9m, using strengthening concrete frame outside Reinforced Concrete Core Walls Structure
Structure, podium commercial building use reinforced concrete frame structure.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (8)
1. a kind of hyperbolic steel structure type Pierced Aluminum Plank construction, it is characterised in that: the construction method the following steps are included:
(1) it is familiar with design drawing；(2) three-dimensional modeling；(3) materials procurement；(4) installation of embedded parts；(5) curved arc column and curved arc crossbeam
Processing；(6) installation of column supporting leg and civil engineering structure repetition measurement；(7) column segmental hoisting and column coordinate repetition measurement；(8) crossbeam is segmented
Lifting and crossbeam coordinate repetition measurement；(9) stainless reinforcing pull rod；(10) installation of aluminium sheet skeleton and skeleton coordinates correction；(11) Pierced Aluminum Plank
It is installed with inside and outside lines.
2. a kind of hyperbolic steel structure type Pierced Aluminum Plank construction according to claim 1, it is characterised in that: it is described not
When the reinforcing pull rod that becomes rusty is installed, often the stainless reinforcing pull rod of twice is arranged in across crossbeam middle part, guarantees that crossbeam span centre deflection meets structure
Installation requirement, the pull rod on crossbeam are drilled perforation before lifting, and the phenomenon that has dislocation after lifting needs mechanical hole reaming, forbid gas cutting,
It checks whether verticality meets the requirements after being often all installed in place across pull rod above and below crossbeam, while whether taking a sample test crossbeam midpoint coordinates
Deviation.
3. a kind of hyperbolic steel structure type Pierced Aluminum Plank construction according to claim 1, it is characterised in that: the aluminium
When framework is installed, aluminium sheet keel need to be by the curved circle of three-dimensional localization figure, after primary and secondary skeletal frame is installed, and the stainless steel of installation is drawn
Bar is fully welded and does anti-corrosion spray processing, skeleton installation front and back deviation to align lateral secondary joist after the completion of the leveling of whole picture skeleton
It should not exceed 2mm, left-right deviation should not exceed 3mm.
4. a kind of hyperbolic steel structure type Pierced Aluminum Plank construction according to claim 1, it is characterised in that: described to wear
When hole aluminium sheet is installed, aluminium sheet hook pedestal profile is first fixed before installing on lateral secondary joist, aluminium sheet links up with material peace in advance
It is fixed on aluminium sheet flanging with rivet, aluminium sheet is installed when installing from center to two sides, and hook alignment pedestal is snapped fit onto
Blank cover is installed behind position, after installing, should check the flatness of adjustment whole picture aluminum facade and the size of seam, uniform etc.,
By installation deviation control within the scope of allowable error, aluminium sheet is installed, and is covered being easy to contaminated position with plastic film
Lid protection.
5. a kind of hyperbolic steel structure type Pierced Aluminum Plank construction according to claim 1, it is characterised in that: in described
Outer lines install when, on lateral secondary joist interval installation U-type groove steel fixing piece, then successively fix after moulding and before
Moulding carries out installation upper lower sealing cover board.
6. a kind of hyperbolic steel structure type Pierced Aluminum Plank construction according to claim 1, it is characterised in that: described vertical
When column sectional lifting is with column coordinate repetition measurement, according to three-dimensional modeling figure, the upper and lower opening space coordinate of every section of rod piece is determined, and
When the positioning of scene, fixed survey station and backsight point are selected on the basis of building coordinate control point, it is all vertical as benchmark setting-out
The space coordinate point of column, from top to bottom, the cooperation of upright bar supporting leg is synchronized and is installed column lifting sequence, be installed and then
Secondary progress column coordinate repetition measurement, thus guarantee installation it is accurate with it is safe.
7. a kind of hyperbolic steel structure type Pierced Aluminum Plank construction according to claim 1, it is characterised in that: described vertical
When the installation of column supporting leg is with civil engineering structure repetition measurement, construction drawing is compareed, so that column supporting leg is installed on using position, from
And building convenient for the later period, it is installed after column supporting leg, measurement and detection is re-started to civil engineering structure, to guarantee to apply
The installation of work it is accurate with it is safe.
8. a kind of hyperbolic steel structure type Pierced Aluminum Plank construction according to claim 1, it is characterised in that: the cross
Beam segmental hoisting and when crossbeam coordinate repetition measurement, often across transverse beam lifting before, need first repetition measurement purlin supporting plate elevation location and angle be
No to meet modeling positioning, lifting cross beam after repetition measurement is errorless need to only control the space coordinate of crossbeam span centre point, that is, can guarantee crossbeam position
Set and direction it is correct, whether after every row crossbeam is fully completed, it is clear and coherent to estimate its radian, take a sample test several points when necessary,
To guarantee to lift accuracy, be installed and then secondary progresss crossbeam coordinate repetition measurement, thus guarantee to install it is accurate with it is safe.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201811118353.6A CN109113243A (en) | 2018-09-20 | 2018-09-20 | A kind of hyperbolic steel structure type Pierced Aluminum Plank construction |
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| CN201811118353.6A CN109113243A (en) | 2018-09-20 | 2018-09-20 | A kind of hyperbolic steel structure type Pierced Aluminum Plank construction |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113779219A (en) * | 2021-09-13 | 2021-12-10 | 内蒙古工业大学 | Question-answering method for embedding multiple knowledge maps by combining hyperbolic segmented knowledge of text |
| CN114000626A (en) * | 2021-10-28 | 2022-02-01 | 上海宝冶建筑装饰有限公司 | Construction method of hyperbolic aluminum plate curtain wall |
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| CN114000626A (en) * | 2021-10-28 | 2022-02-01 | 上海宝冶建筑装饰有限公司 | Construction method of hyperbolic aluminum plate curtain wall |
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