CN104563345A - Imbricated curtain wall construction method - Google Patents
Imbricated curtain wall construction method Download PDFInfo
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- CN104563345A CN104563345A CN201410783431.XA CN201410783431A CN104563345A CN 104563345 A CN104563345 A CN 104563345A CN 201410783431 A CN201410783431 A CN 201410783431A CN 104563345 A CN104563345 A CN 104563345A
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- tile
- curtain wall
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- imbrication
- wall construction
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Abstract
The invention relates to an imbricated curtain wall construction method, which comprises the following steps of steel structure framework installation, paint brushing, accessory installation and embedding and building formation. The imbricated curtain wall construction method has the advantages that the structure is simple, the design is scientific and reasonable, the construction is convenient, higher safety and stability are realized, the repair and the maintenance are easy, through connection of each structure unit, the whole imbricated curtain wall with the height exceeding 2M limit can be finally built, the stability and the safety can also be guaranteed, and the length can also exceed 50M.
Description
Technical field
The invention belongs to imbrication curtain wall field, especially a kind of imbrication curtain wall construction method.
Background technology
Imbrication curtain wall is that the tile bond of specification of the same race is become the curtain wall of multiple different texture pattern by a kind of polymer mortar that utilizes, thus as the decoration of whole outside vertical surface of building.Why be referred to as " imbrication ", drop on together because all tiles are all that occlusion is mutually folded, between tile, gap adopts polymer mortar jointing, mortar only plays the effect of bonding tile in watt wall, and do not bear the pressure effect of body of wall, watt wall in a lot of building in the style of the ancients engineering, as decoration for vertical face body of wall.Usual way utilizes cement mortar to carry out overall bond, and its scope is only confined to inlay outside the building between portion's body of wall, and area is very little.And when highly reaching 2m, the safety of watt wall construction is difficult to ensure.Therefore adopt traditional construction technology large-scale facade imbrication curtain wall height more than 10m, there are the technological difficulties of following several respects in length: lower tile easy compression damage when 1, body of wall facade is all covered by tile when reaching 50m, cause the unstability of whole body of wall, topple; 2, tile is difficult to ensure to the stability that watt wall supports with skeleton connectivity robustness and skeleton; 3, because the every a slice tile in watt wall is all mutually support to be interlocked, therefore, the destruction of monolithic watt can cause the wall damage in around sizable scope, large-scale watt of wall maintenance maintenance difficulty.
Summary of the invention
The object of the invention is to overcome the deficiencies in the prior art, a kind of imbrication curtain wall construction method be provided, this construction method design science rationally, easy construction, have stronger safety and stability, maintenance is easily.
The present invention solves its technical problem and is achieved through the following technical solutions:
A kind of imbrication curtain wall construction method, the step of its construction method is:
(1), steel structure framework is installed: steel structure framework comprises column and crossbeam, and uprights vertical is packed in ground, column spacing 2500mm, and cross beam water flat welded is outside column;
(2), mopping: steel structure framework outside coating and the homochromy finish paint of tile;
(3), annex is installed: on column, elongated installation vertically separates steel plate, the horizontal supporting plate of vertical equidistantly welding on vertical segmentation steel plate;
(4), inlay shaping: adopt polymer mortar tile is inlay into imbrication curtain wall, between tile and tile are vertical and tile and tile laterally between adopt and stack mutually, to separating steel plate intersection location, cutting processing is carried out to tile with upright post vertical, tile with vertically separate steel plate delivery position and adopt structure glue to bond, tile gives prominence to crossbeam 5cm, to guarantee that tile covers steel structure framework.
And described tile comprises semicircular tile and pan tile, between semicircular tile and pan tile are vertical and semicircular tile and pan tile laterally between adopt and stack mutually staggered occlusion mode and be connected.
And described tile is with vertically separating steel plate delivery position is provided with arc shaped tile holder, and arc shaped tile holder adopts 30 × 4mm band steel.
And described tile all adopts semicircular tile, semicircular tile and semicircular tile laterally between adopt end to be oppositely installed, semicircular tile and semicircular tile vertical between adopt semicircular tile end, upper strata to be arranged on the mode that stacks mutually on top in the middle part of lower floor's semicircular tile to be connected.
And, described tile with vertically separates steel plate delivery position and level watt is installed holds in the palm, level watt holds in the palm employing 30 × 4mm band steel.
And described column adopts the square tube of 200 × 200mm.
And described crossbeam adopts HW200 × 200 × 8 × 12mm.
And described vertical clapboard adopts 100 × 6mm steel plate.
And the spacing of the described horizontal supporting plate of equidistant welding is 500mm.
And described tile specification is: 250mm length × 220mm is wide × and 40mm is high.
Advantage of the present invention and beneficial effect are:
This imbrication curtain wall construction method, comprises the steps: to install steel structure framework; Mopping; Annex is installed; Inlay shaping, structure of the present invention is simple, design science is reasonable, easy construction, there is stronger safety and stability, maintenance easily, build overall imbrication curtain wall height the most at last by the connection of each element of construction and more than the restriction of 2M, can also ensure stability and safety, length also can more than 50M.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is that in the present invention, semicircular tile and pan tile combine to inlay and be molded over vertical clapboard place connection diagram;
Fig. 3 is that in the present invention, the combination of full semicircular tile is inlay and is molded over vertical clapboard place connection diagram.
Detailed description of the invention
Below by specific embodiment, the invention will be further described, and following examples are descriptive, is not determinate, can not limit protection scope of the present invention with this.
A kind of imbrication curtain wall construction method, the step of its construction method is:
(1), steel structure framework is installed: steel structure framework comprises column 1 and crossbeam 4, and uprights vertical is packed in ground, column spacing 2500mm, cross beam water flat welded is outside column; Column adopts the square tube of 200 × 200mm.Crossbeam adopts HW200 × 200 × 8 × 12mm;
(2), mopping: steel structure framework outside coating and the homochromy finish paint of tile;
(3), annex is installed: on column, steel plate 2 is vertically separated in elongated installation, the horizontal supporting plate of vertical equidistantly welding on vertical segmentation steel plate; The spacing of the horizontal supporting plate of equidistant welding is 500mm; Vertical clapboard adopts 100 × 6mm steel plate;
(4), inlay shaping: adopt polymer mortar tile is inlay into imbrication curtain wall, between tile and tile are vertical and tile and tile laterally between adopt and stack mutually, to separating steel plate intersection location, cutting processing is carried out to tile with upright post vertical, tile with vertically separate steel plate delivery position and adopt structure glue 7 to bond, tile gives prominence to crossbeam 5cm, to guarantee that tile covers steel structure framework.Tile during above-mentioned tile stacks can comprise semicircular tile 3 and pan tile 5, between semicircular tile and pan tile are vertical and semicircular tile and pan tile laterally between adopt and stack mutually staggered occlusion mode and be connected, tile is with vertically separating steel plate delivery position is provided with arc shaped tile holder 6, and arc shaped tile holder adopts 30 × 4mm band steel.Also all semicircular tile can be adopted by tile, end is adopted to be oppositely installed between semicircular tile and semicircular tile transverse direction, adopt semicircular tile end, upper strata to be arranged on the mode that stacks mutually on top in the middle part of lower floor's semicircular tile between semicircular tile is vertical with semicircular tile to be connected, tile with vertically separate steel plate delivery position and level watt is installed holds in the palm 8, level watt holder employing 30 × 4mm band steel, tile specification is: and 250mm length × 220mm is wide × and 40mm is high.
Curtain wall laterally divides every being decomposed by the gravity of curtain wall by the present invention, avoid the compression damage unstability of curtain wall, the maintenance difficulty of curtain wall reduces, cost have also been obtained control, maintenance process only carries out in each element of construction inside, avoids the expansion causing integrated curtain-wall breakage at maintenance process.Adopt structure glue to bond between tile and steel work, the intensity of bonding is guaranteed.Arc pallet can be welded on the stability that vertical clapboard ensure that watt wall.
Claims (10)
1. an imbrication curtain wall construction method, is characterized in that: the step of this construction method is:
(1), steel structure framework is installed: steel structure framework comprises column and crossbeam, and uprights vertical is packed in ground, column spacing 2500mm, and cross beam water flat welded is outside column;
(2), mopping: steel structure framework outside coating and the homochromy finish paint of tile;
(3), annex is installed: on column, elongated installation vertically separates steel plate, the horizontal supporting plate of vertical equidistantly welding on vertical segmentation steel plate;
(4), inlay shaping: adopt polymer mortar tile is inlay into imbrication curtain wall, between tile and tile are vertical and tile and tile laterally between adopt and stack mutually, to separating steel plate intersection location, cutting processing is carried out to tile with upright post vertical, tile with vertically separate steel plate delivery position and adopt structure glue to bond, tile gives prominence to crossbeam 5cm, to guarantee that tile covers steel structure framework.
2. imbrication curtain wall construction method according to claim 1, is characterized in that: described tile comprises semicircular tile and pan tile, between semicircular tile and pan tile are vertical and semicircular tile and pan tile laterally between adopt and stack mutually staggered occlusion mode and be connected.
3. imbrication curtain wall construction method according to claim 2, is characterized in that: described tile is with vertically separating steel plate delivery position is provided with arc shaped tile holder, and arc shaped tile holder adopts 30 × 4mm band steel.
4. imbrication curtain wall construction method according to claim 1, it is characterized in that: described tile all adopts semicircular tile, semicircular tile and semicircular tile laterally between adopt end to be oppositely installed, semicircular tile and semicircular tile vertical between adopt semicircular tile end, upper strata to be arranged on the mode that stacks mutually on top in the middle part of lower floor's semicircular tile to be connected.
5. imbrication curtain wall construction method according to claim 4, is characterized in that: described tile with vertically separates steel plate delivery position and level watt is installed holds in the palm, level watt holds in the palm employing 30 × 4mm band steel.
6. imbrication curtain wall construction method according to claim 1, is characterized in that: described column adopts the square tube of 200 × 200mm.
7. imbrication curtain wall construction method according to claim 1, is characterized in that: described crossbeam adopts HW200 × 200 × 8 × 12mm.
8. imbrication curtain wall construction method according to claim 1, is characterized in that: described vertical clapboard adopts 100 × 6mm steel plate.
9. imbrication curtain wall construction method according to claim 1, is characterized in that: the spacing of the described horizontal supporting plate of equidistant welding is 500mm.
10. the imbrication curtain wall construction method according to claim 1 or 2 or 3 or 4 or 5, is characterized in that: described tile specification is: and 250mm length × 220mm is wide × and 40mm is high.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201410783431.XA CN104563345B (en) | 2014-12-16 | 2014-12-16 | imbrication curtain wall construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410783431.XA CN104563345B (en) | 2014-12-16 | 2014-12-16 | imbrication curtain wall construction method |
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| CN104563345A true CN104563345A (en) | 2015-04-29 |
| CN104563345B CN104563345B (en) | 2017-06-13 |
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| CN201410783431.XA Active CN104563345B (en) | 2014-12-16 | 2014-12-16 | imbrication curtain wall construction method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888114A (en) * | 2016-05-30 | 2016-08-24 | 浙江省二建建设集团有限公司 | Light steel slope roof foundation layer dry tile hanging structure and construction method of changing plane roof into slope roof |
| CN106639065A (en) * | 2016-10-13 | 2017-05-10 | 深圳海龙建筑科技有限公司 | Manufacturing method of curtain wall component |
Citations (6)
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|---|---|---|---|---|
| CN101092843A (en) * | 2006-06-20 | 2007-12-26 | 宋照青 | Decorative structure for external vertical plane of wall body |
| EP2163700A2 (en) * | 2008-09-13 | 2010-03-17 | Längle Glas GmbH | Glass facade |
| CN102535866A (en) * | 2012-01-16 | 2012-07-04 | 山东寿光第一建筑有限公司 | Construction process of overlapped stone curtain wall |
| CN202866226U (en) * | 2012-10-29 | 2013-04-10 | 中国建筑西南设计研究院有限公司 | Through long groove stone dry-hang system |
| CN103362236A (en) * | 2013-07-02 | 2013-10-23 | 苏州金螳螂幕墙有限公司 | Fish scale glass curtain wall |
| CN103938805A (en) * | 2013-01-21 | 2014-07-23 | 常熟南师大发展研究院有限公司 | Ecological scale tile |
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2014
- 2014-12-16 CN CN201410783431.XA patent/CN104563345B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101092843A (en) * | 2006-06-20 | 2007-12-26 | 宋照青 | Decorative structure for external vertical plane of wall body |
| EP2163700A2 (en) * | 2008-09-13 | 2010-03-17 | Längle Glas GmbH | Glass facade |
| CN102535866A (en) * | 2012-01-16 | 2012-07-04 | 山东寿光第一建筑有限公司 | Construction process of overlapped stone curtain wall |
| CN202866226U (en) * | 2012-10-29 | 2013-04-10 | 中国建筑西南设计研究院有限公司 | Through long groove stone dry-hang system |
| CN103938805A (en) * | 2013-01-21 | 2014-07-23 | 常熟南师大发展研究院有限公司 | Ecological scale tile |
| CN103362236A (en) * | 2013-07-02 | 2013-10-23 | 苏州金螳螂幕墙有限公司 | Fish scale glass curtain wall |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888114A (en) * | 2016-05-30 | 2016-08-24 | 浙江省二建建设集团有限公司 | Light steel slope roof foundation layer dry tile hanging structure and construction method of changing plane roof into slope roof |
| CN105888114B (en) * | 2016-05-30 | 2018-06-05 | 浙江省二建建设集团有限公司 | The cladding tile structure of Qing Gang pitched roofs base and flat roof deck change the construction method of pitched roof |
| CN106639065A (en) * | 2016-10-13 | 2017-05-10 | 深圳海龙建筑科技有限公司 | Manufacturing method of curtain wall component |
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| CN104563345B (en) | 2017-06-13 |
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