CN103774853A - Installation construction method for curtain wall with hyperbolic metal veneer - Google Patents
Installation construction method for curtain wall with hyperbolic metal veneer Download PDFInfo
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Abstract
The invention provides an installation construction method for a curtain wall with a hyperbolic metal veneer. The method includes the steps of conducting measuring and paying off while setting up a three-dimensional model diagram, determining the size of unit plates, manufacturing and installing a special-shaped bearing truss, conducting overall adjustment on a transverse horizontal keel while installing the transverse horizontal keel, installing and positioning the metal hyperbolic veneer, then, installing a metal veneer, adjusting the veneers, and finally conducting quality acceptance. The key technologies such as the technology of manufacturing of the special-shaped bearing truss and the technology of overall adjustment of the transverse horizontal keel are adopted, construction is accurately, safely and effectively completed, the cost performance is good, the curtain wall is easy to maintain and long in service life, and the method is mainly suitable for construction of the curtain wall with the metal hyperbolic veneer and particularly suitable for installation construction of the engineering veneer of the hyperboloid structure.
Description
Technical field
The present invention relates to International Classification of Patents E04G steel construction curtain wall construction technology, especially comprise the curtain wall construction method of installation of metal hyperbolic decoration panel.
Background technology
Aluminum facade occupies for a long time leading position in metal curtain wall, and light-weighted material has reduced the load of building, for highrise building provides good selection; Waterproof, antifouling, Corrosion Protection is good, guaranteed that outer surface of building is lasting long new; Aluminum facade processing, transportation, installation etc. are all implemented than being easier to, and provide strong support for it is widely used; The diversity of color and can combine and be processed into different face shapings, because expanded equally architect's design space.But, still lack the abundant method that can use for reference and technology for for example curtain wall construction of the labyrinth of metal hyperbolic decoration panel type.
Chinese patent application CN102535844A relates to a sphere curved surface stainless steel curtain wall construction engineering method, be in the globe building structure outside of having completed, sequentially apply: the steps such as the construction line-putting, operation scaffold building, steel support installation, steel joist installation, backing galvanized sheet iron are installed, fireprotection layer construction, insulation layer construction, the installation of waterproof aluminium sheet, aluminium alloy joist support installation, the installation of hyperboloid stainless steel faceplate, injecting glue, spray test, sound absorbing layer construction.
Summary of the invention
The object of this invention is to provide a kind of curtain wall construction method of installation that comprises metal hyperbolic decoration panel,
Object of the present invention will realize by following technical measures: construction method comprises, in creating three-dimensional model diagram, measures unwrapping wire; Then, determining unit board size, special-shaped truss principal is made and is installed, then, in transverse horizontal keel installation, carry out transverse horizontal keel entirety and adjust, then carry out hyperboloid metal veneer location is installed, and then carry out metal veneer installation, decoration panel is adjusted, and finally carries out inspection of quality.
Advantage of the present invention and effect: adopt and comprise the key technology such as special-shaped truss principal making and the adjustment of transverse horizontal keel entirety, accurately and safely and effectively complete construction, performance and price is higher, be easy to safeguard, long service life, the method is mainly applicable to decoration panel plate curtain wall construction, is particularly useful for the installation of hyperboloid Structural Engineering decoration panel.
Accompanying drawing explanation
Fig. 1 is construction method step schematic diagram in the embodiment of the present invention 1.
The specific embodiment
Below in conjunction with embodiment and respective drawings, the present invention is described in detail; it should be noted that; embodiment is not limitation of the present invention; those of ordinary skills are according to its work energy, method or structural equivalent transformation or alternative; and even become bad selection; certain meeting damages interests of the present invention, should belong to protection scope of the present invention.
Below in conjunction with drawings and Examples, the invention will be further described.
Embodiment 1: as shown in Figure 1, construction method comprises, in creating three-dimensional model diagram, measures unwrapping wire; Then, determining unit board size, special-shaped truss principal is made and is installed, then, in transverse horizontal keel installation, carry out transverse horizontal keel entirety and adjust, then carry out hyperboloid metal veneer location is installed, and then carry out metal veneer installation, decoration panel is adjusted, and finally carries out inspection of quality.
In aforementioned, construction method comprises:
1), measure unwrapping wire
(1) usage level instrument, transit utilize auxiliary axis, and curved-surface structure axis is checked, and axis is errorless rear as original control line.
(2) use prototype structure axis as benchmark control line, utilize transit that each truss structure installation site is put on curved-surface structure wall.
(3) utilize level gauge to determine the reference line that curved surface truss principal is installed.
2), determine decoration panel unit plate size
After gathering, analyze by field measurement actual quantities, data, tissue engineering technique personnel carry out the design of CAD 3D illustraton of model and draw, measure the rule that hyperboloid curvature changes, principle according to unified size is carried out unit plate separation, be designed to single one or more shaping size, metal veneer surrounding is received limit and is processed according to field measurement actual quantities.
3), special-shaped truss principal is made
(1), according to three-dimensional model diagram, type, appearance and size and the setting height(from bottom) of the load-bearing form of each truss structure, use steel are determined.
(2) straight-bar rod member adopts on-the-spot processing, and the rod member of special curved arc is by factory process moulding, consistent to guarantee every truss structure curvature, eliminates because scene processes the larger error causing.
(3) before truss docking, finally check with design size, eliminate the installation of hyperboloid metal veneer and occur cumulative errors value.
(4) truss welding order adopts the principle of first partial points postwelding full weld, and truss is temporarily fixed on built-in metal plate, checks truss installation site carry out full weld after errorless according to structure axis.
4), transverse horizontal keel installation
Transverse horizontal keel are determined installation site according to metal veneer split dimension, between every upper and lower two metal veneers, transverse horizontal keel are set one.According to metal veneer design and installation absolute altitude, take original structure absolute altitude line as benchmark, on the every truss structure having installed, emit the installation site of transverse horizontal keel with level gauge, and be labeled on every truss structure.3 transverse horizontal keel of every installation are checked absolute altitude value one time.
5), the adjustment of transverse horizontal keel entirety, rust prevention by applying liquid material paint
Observe the smoothness of keel entirety, adjust horizontal keel difference of height, avoid the local concavo-convex phenomenon that occurs.Rust prevention by applying liquid material paint after the adjustment of transverse horizontal keel entirety.
6), hyperboloid metal veneer is installed location
Install when metal veneer and be first temporarily fixed on keel, usage level instrument is measured the setting height(from bottom) of metal veneer, after highly determining by screw tightening.The metal veneer benchmark plate that same level is installed carries out subsequent installation.
7), metal veneer is installed and is determined
Metal veneer and keel are installed by stainless steel adapting piece.The decoration panel back side installs stainless steel hanger in advance, the stainless steel fastened by screw on stainless steel and the keel that decoration panel is installed up and down, and a module unit metal veneer has just installed.
8), metal veneer adjustment
It is more that metal veneer is installed adjustment direction, adjusts in the following order: seam difference of height → curved surface radian between plate spacing → plate.
(1) between metal veneer, the adjustment of spacing is used level gauge, box chi to detect, and adjusts by metal veneer stainless steel adapting piece adjustment hole 20mm regulated quantity behind.Adjusting order is started to adjust by interfix plate, after carry out the adjustment of upper and lower layer of metal decoration panel spacing, carry out by that analogy the spacing adjustment of other metal veneers.
(2) between metal veneer, seam difference of height adopts stainless steel adjustment hole to carry out the adjusting within the scope of 10mm.
(3) adjustment of metal finish slab integral Curved arc degree mainly adopts the mode of observation, is adjusted at the phenomenon of the local uneven cunning occurring.
Above-mentioned explanation is only the further explaination to feasibility embodiment of the present invention; not in order to limit the scope of the invention; should regard embodiment as exemplary; obviously; to those skilled in the art; the invention is not restricted to the details of above-mentioned one exemplary embodiment, and in the situation that not deviating from spirit of the present invention or essential characteristic, can realize the present invention with other concrete form.Allly do not depart from the equivalent embodiment that inventive principle of the present invention is done, and within simple change all should be included in protection scope of the present invention.Equally, be intended to all changes that drop in the implication and the scope that are equal to important document of claim to include in the present invention, any Reference numeral in claim should be considered as limiting related claim.
Claims (2)
1. comprise the curtain wall construction method of installation of metal hyperbolic decoration panel; It is characterized in that, construction method comprises, in creating three-dimensional model diagram, measures unwrapping wire; Then, determining unit board size, special-shaped truss principal is made and is installed, then, in transverse horizontal keel installation, carry out transverse horizontal keel entirety and adjust, then carry out hyperboloid metal veneer location is installed, and then carry out metal veneer installation, decoration panel is adjusted, and finally carries out inspection of quality.
2. the curtain wall construction method of installation that comprises metal hyperbolic decoration panel as claimed in claim 1, is characterized in that,
Construction method comprises:
1), measure unwrapping wire
(1) usage level instrument, transit utilize auxiliary axis, and curved-surface structure axis is checked, and axis is errorless rear as original control line;
(2) use prototype structure axis as benchmark control line, utilize transit that each truss structure installation site is put on curved-surface structure wall;
(3) utilize level gauge to determine the reference line that curved surface truss principal is installed;
2), determine decoration panel unit plate size;
After gathering, analyze by field measurement actual quantities, data, tissue engineering technique personnel carry out the design of CAD 3D illustraton of model and draw, measure the rule that hyperboloid curvature changes, principle according to unified size is carried out unit plate separation, be designed to single one or more shaping size, metal veneer surrounding is received limit and is processed according to field measurement actual quantities;
3), special-shaped truss principal is made;
(1), according to three-dimensional model diagram, type, appearance and size and the setting height(from bottom) of the load-bearing form of each truss structure, use steel are determined;
(2) straight-bar rod member adopts on-the-spot processing, and the rod member of special curved arc is by factory process moulding, consistent to guarantee every truss structure curvature, eliminates because scene processes the larger error causing;
(3) before truss docking, finally check with design size, eliminate the installation of hyperboloid metal veneer and occur cumulative errors value;
(4) truss welding order adopts the principle of first partial points postwelding full weld, and truss is temporarily fixed on built-in metal plate, checks truss installation site carry out full weld after errorless according to structure axis;
4), transverse horizontal keel installation;
Transverse horizontal keel are determined installation site according to metal veneer split dimension, between every upper and lower two metal veneers, transverse horizontal keel are set one; According to metal veneer design and installation absolute altitude, take original structure absolute altitude line as benchmark, on the every truss structure having installed, emit the installation site of transverse horizontal keel with level gauge, and be labeled on every truss structure; 3 transverse horizontal keel of every installation are checked absolute altitude value one time;
5), the adjustment of transverse horizontal keel entirety, rust prevention by applying liquid material paint;
Observe the smoothness of keel entirety, adjust horizontal keel difference of height, avoid the local concavo-convex phenomenon that occurs.Rust prevention by applying liquid material paint after the adjustment of transverse horizontal keel entirety;
6), hyperboloid metal veneer is installed location;
Install when metal veneer and be first temporarily fixed on keel, usage level instrument is measured the setting height(from bottom) of metal veneer, after highly determining by screw tightening; The metal veneer benchmark plate that same level is installed carries out subsequent installation;
7), metal veneer is installed and is determined;
Metal veneer and keel are installed by stainless steel adapting piece; The decoration panel back side installs stainless steel hanger in advance, the stainless steel fastened by screw on stainless steel and the keel that decoration panel is installed up and down, and a module unit metal veneer has just installed;
8), metal veneer adjustment;
It is more that metal veneer is installed adjustment direction, adjusts in the following order: seam difference of height → curved surface radian between plate spacing → plate;
(1) between metal veneer, the adjustment of spacing is used level gauge, box chi to detect, and adjusts by metal veneer stainless steel adapting piece adjustment hole 20mm regulated quantity behind.Adjusting order is started to adjust by interfix plate, after carry out the adjustment of upper and lower layer of metal decoration panel spacing, carry out by that analogy the spacing adjustment of other metal veneers;
(2) between metal veneer, seam difference of height adopts stainless steel adjustment hole to carry out the adjusting within the scope of 10mm;
(3) adjustment of metal finish slab integral Curved arc degree mainly adopts the mode of observation, is adjusted at the phenomenon of the local uneven cunning occurring.
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Cited By (15)
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|---|---|---|---|---|
| CN104060839A (en) * | 2014-06-19 | 2014-09-24 | 中国五冶集团有限公司 | Construction control method special for steel-structure vertical keels of metal curtain wall of large gymnasium |
| CN104831847A (en) * | 2015-05-22 | 2015-08-12 | 中建三局东方装饰设计工程有限公司 | Steel wrapping construction method |
| CN104847036A (en) * | 2015-05-25 | 2015-08-19 | 苏州金螳螂建筑装饰股份有限公司 | Elliptical-surface aluminum plate unit module mounting structure, aluminum plate wall and mounting method thereof |
| CN105113671A (en) * | 2015-08-19 | 2015-12-02 | 中国建筑第八工程局有限公司 | Construction method of large conchoidal hyperbolic curtain wall |
| CN105298143A (en) * | 2015-05-12 | 2016-02-03 | 江苏南通六建建设集团有限公司 | Construction method of multi-lateral double-curved-face open-type titanium composite board curtain wall |
| CN105588549A (en) * | 2015-12-17 | 2016-05-18 | 浙江亚厦装饰股份有限公司 | Hyperbolic-veneer installing, positioning and acceptance checking method |
| CN106013535A (en) * | 2016-05-31 | 2016-10-12 | 上海宝冶集团有限公司 | BIM-based pre-assembling method for double-curved glass curtain wall |
| CN106193514A (en) * | 2016-08-23 | 2016-12-07 | 中建八局第二建设有限公司 | Irregular hyperboloid bamboo aluminum composite plate construction method |
| CN107882220A (en) * | 2017-10-31 | 2018-04-06 | 广州市恒盛建设工程有限公司 | A kind of construction method of L-shaped biplane hyperbolic aluminum facade |
| CN109441034A (en) * | 2018-12-04 | 2019-03-08 | 华鼎建筑装饰工程有限公司 | A kind of construction technology of BIM auxiliary hyperboloid Special-Shaped Column set square installation |
| CN109898776A (en) * | 2019-04-17 | 2019-06-18 | 深圳海外装饰工程有限公司 | A kind of more curved surface aluminium sheet construction methods of assembled |
| CN110565856A (en) * | 2019-08-20 | 2019-12-13 | 金刚幕墙集团有限公司 | quick installation method for double-curved-surface metal plate curtain wall |
| CN110821020A (en) * | 2019-11-07 | 2020-02-21 | 湖北麻一建设有限公司 | Construction method of irregular double-curved-surface bamboo-aluminum composite board |
| CN112049286A (en) * | 2020-07-22 | 2020-12-08 | 中建二局装饰工程有限公司 | Large-span special-shaped hyperboloid aluminum plate curtain wall system and construction method thereof |
| CN114922377A (en) * | 2022-04-18 | 2022-08-19 | 上海市建筑装饰工程集团有限公司 | Unit type curved surface metal facing construction method and curved surface metal facing |
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| CN104060839A (en) * | 2014-06-19 | 2014-09-24 | 中国五冶集团有限公司 | Construction control method special for steel-structure vertical keels of metal curtain wall of large gymnasium |
| CN105298143A (en) * | 2015-05-12 | 2016-02-03 | 江苏南通六建建设集团有限公司 | Construction method of multi-lateral double-curved-face open-type titanium composite board curtain wall |
| CN105298143B (en) * | 2015-05-12 | 2019-06-21 | 江苏南通六建建设集团有限公司 | Polygon hyperboloid open type titanium composite plate curtain wall construction method |
| CN104831847A (en) * | 2015-05-22 | 2015-08-12 | 中建三局东方装饰设计工程有限公司 | Steel wrapping construction method |
| CN104831847B (en) * | 2015-05-22 | 2018-08-14 | 中建东方装饰有限公司 | A kind of Baogang's engineering method |
| CN104847036A (en) * | 2015-05-25 | 2015-08-19 | 苏州金螳螂建筑装饰股份有限公司 | Elliptical-surface aluminum plate unit module mounting structure, aluminum plate wall and mounting method thereof |
| CN105113671B (en) * | 2015-08-19 | 2017-06-16 | 中国建筑第八工程局有限公司 | A kind of large-scale conchoidal Double curved arc curtain wall construction method |
| CN105113671A (en) * | 2015-08-19 | 2015-12-02 | 中国建筑第八工程局有限公司 | Construction method of large conchoidal hyperbolic curtain wall |
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| CN105588549A (en) * | 2015-12-17 | 2016-05-18 | 浙江亚厦装饰股份有限公司 | Hyperbolic-veneer installing, positioning and acceptance checking method |
| CN106013535A (en) * | 2016-05-31 | 2016-10-12 | 上海宝冶集团有限公司 | BIM-based pre-assembling method for double-curved glass curtain wall |
| CN106013535B (en) * | 2016-05-31 | 2018-02-23 | 上海宝冶集团有限公司 | Double curved glass curtain wall pre-assembly method based on BIM |
| CN106193514A (en) * | 2016-08-23 | 2016-12-07 | 中建八局第二建设有限公司 | Irregular hyperboloid bamboo aluminum composite plate construction method |
| CN107882220A (en) * | 2017-10-31 | 2018-04-06 | 广州市恒盛建设工程有限公司 | A kind of construction method of L-shaped biplane hyperbolic aluminum facade |
| CN109441034A (en) * | 2018-12-04 | 2019-03-08 | 华鼎建筑装饰工程有限公司 | A kind of construction technology of BIM auxiliary hyperboloid Special-Shaped Column set square installation |
| CN109898776A (en) * | 2019-04-17 | 2019-06-18 | 深圳海外装饰工程有限公司 | A kind of more curved surface aluminium sheet construction methods of assembled |
| CN110565856A (en) * | 2019-08-20 | 2019-12-13 | 金刚幕墙集团有限公司 | quick installation method for double-curved-surface metal plate curtain wall |
| CN110821020A (en) * | 2019-11-07 | 2020-02-21 | 湖北麻一建设有限公司 | Construction method of irregular double-curved-surface bamboo-aluminum composite board |
| CN112049286A (en) * | 2020-07-22 | 2020-12-08 | 中建二局装饰工程有限公司 | Large-span special-shaped hyperboloid aluminum plate curtain wall system and construction method thereof |
| CN114922377A (en) * | 2022-04-18 | 2022-08-19 | 上海市建筑装饰工程集团有限公司 | Unit type curved surface metal facing construction method and curved surface metal facing |
| WO2023202342A1 (en) * | 2022-04-18 | 2023-10-26 | 上海市建筑装饰工程集团有限公司 | Unit type curved surface metal finish construction method, and curved surface metal finish |
| CN114922377B (en) * | 2022-04-18 | 2024-06-04 | 上海市建筑装饰工程集团有限公司 | Construction method of unit type curved surface metal facing and curved surface metal facing |
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Application publication date: 20140507 |