CN101881058B - Large-space three-dimensional twisted gypsum board wall and construction method thereof - Google Patents
Large-space three-dimensional twisted gypsum board wall and construction method thereof Download PDFInfo
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- CN101881058B CN101881058B CN2010102350139A CN201010235013A CN101881058B CN 101881058 B CN101881058 B CN 101881058B CN 2010102350139 A CN2010102350139 A CN 2010102350139A CN 201010235013 A CN201010235013 A CN 201010235013A CN 101881058 B CN101881058 B CN 101881058B
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- main joist
- rider keel
- dimensional twisted
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Abstract
The invention discloses a large-space three-dimensional distorted gypsum board wall and a construction method thereof. In the construction method, short flat steels for connecting a lightgage steel joist are welded at intervals along a traverse round rod and a longitudinal round rod of a three-dimensional twisted steel structure stand, and every two double L-shaped rotatable clamping plates are opposite and are respectively connected with the two faces of the short flat steel in a clamping way through bolts; main joists are horizontally connected between each two adjacent short flat steels by sections, assistant joists are vertically connected with all the main joists arranged horizontally, the main joists and the assistant joists are connected horizontally and vertically to form a double-layer grid structure of which the grids are filled with thermal insulation materials, and the front and the back sides of the double-layer grid structure are provided with gypsum boards of which the outer facades are brushed with paint. The invention has simple and convenient construction, fast speed and low requirements on construction operation and can be used for the construction of background walls or wall structures in large size exhibitory and public buildings.
Description
Technical field
The present invention relates to a kind of construction of wall construction worker method, particularly a kind of large-space three-dimensional twisted body of wall.
Background technology
In Shanghai International Horticultural Expo Garden Spain shop interior trim engineering in 2010, adopted the steel work of large tracts of land large space distortion to embody the architectural effect of a group huge " basket ", make the interior trim engineering of this boundary of works area the space three-dimensional distortion body of wall of many places occur.Because this building body is a space three-dimensional distortion steel work, body of wall also is necessary for slick and sly three-dimensional cambered surface distortion metope, but the someone can use gypsum plank to build slick and sly three-dimensional cambered surface distortion body of wall as yet in the way of traditional bulkhead of light-weight steel keel plaster tablet, causes this wall body structure to be difficult to guiding construction.
Traditional light partition wall way is to form circular arc gypsum surface layer by molding, and not only molding expense is higher, and is difficult to maintenance.Traditional gypsum sheet material weight is bigger, the working strength of workers height.
Large-space three-dimensional twisted gypsum board wall is used more in large-scale exhibition building, and when put on display in museum, as needs keep in repair immediately when the body of wall breakage occurring.And the gypsum plank of traditional handicraft also needs the prefabricated production of molding, causes waiting as long for can keeping in repair after manufacture of materials is finished, and can't satisfy the particularity of exhibition demand.
Summary of the invention
The purpose of this invention is to provide a kind of large-space three-dimensional twisted gypsum board wall and construction thereof, solve the technical problem of three-dimensional cambered surface distortion wall construction.
For achieving the above object, the present invention adopts following technical scheme: this large-space three-dimensional twisted gypsum board wall, and comprise three-dimensional twisted steel work support body, and be connected lightgage steel joist and gypsum plank on the three-dimensional twisted steel work support body,
Horizontal round bar along three-dimensional twisted steel work support body is welded with the short band steel that is used to be connected lightgage steel joist at interval with vertical round bar, be distributed with the bolt hole of diameter on the short band steel greater than shank of bolt, lightgage steel joist is made of two L shaped rotatable clamping plate, main joist and rider keel, two L shaped rotatable clamping plate in twos back to, by bolt respectively with two rotatable being clamped and connected of face of short band steel; Main joist one is laterally connected between the adjacent two short band steels successively, and the two L shaped rotatable clamping plate inboard that connects on the adjacent short band steel is inserted at every joint main joist two ends respectively, and is connected by the right-angle side of bolt with two L shaped rotatable clamping plate; Rider keel vertically is connected with the main joist of each bar horizontally set, rider keel is made of long U shaped steel, long U shaped steel is oppositely arranged in twos, and be connected with main joist two lateral surfaces respectively, main joist and rider keel connect into the double layer grid structure anyhow, are filled with heat insulating material in the double-layer frame grid of main joist and rider keel formation, and at the tow sides of double-layer frame gypsum plank are installed, gypsum plank and rider keel are fixed, and are brushed with coating on the outer facade of gypsum plank.
Described every joint main joist is made of the short U shaped steel that two openings are oppositely arranged.
Described heat insulating material is rock wool or glass wool.
Described gypsum plank is a GRG glass fiber gypsum plank.
The construction of this large-space three-dimensional twisted gypsum board wall, construction sequence is as follows:
Step 5, fill insulant material, fill insulant material in the double-layer frame grid of main joist and rider keel formation;
Compared with prior art the present invention has following characteristics and beneficial effect:
The present invention adopts the rotatable measure that is connected of short band steel and lightgage steel joist, makes the body of wall keel twist steel work with space three-dimensional and twists, and meets the requirement of smoothness of the three dimensions cambered surface distortion of partition wall body of wall.The main joist of body of wall is divided into more piece, and every joint main joist all can twist with curved surface, is convenient to have the rider keel of certain radian to be attached thereto, and main joist and rider keel connect into three-dimensional twisted double-layer frame structure, is convenient to being connected of rock wool and GRG glass fiber gypsum plank.
Material of main part of the present invention also adopts GRG glass fiber gypsum plank, and the load of this material is little, and to compare cost low with materials for wall of the same type, do not need the prefabricated duration, can be according to the needs emergency maintenance at any time of museum.
The all material that lightgage steel joist of the present invention adopted is light wall material the most common on the market.The body of wall breakage occurs as museum, any materials for wall all can be purchased from the market at any time and obtain, the definite demand that has satisfied the World Expo exhibition aspect maintenance.
The three-dimensional twisted gypsum board wall construction of adopting the present invention to construct, more common light partition wall way can be saved construction cost greatly.For example: reduced the molding expense of circular arc surface layer, the cost of materials of special body of wall; Because materials for wall is all lightweight, load and ordinary gypsum board material contrast have alleviated twice, can significantly reduce working strength of workers, thereby have reduced the expenditure of expenses of labour; Body of wall of the present invention is consistent with the common light partition wall time limit service life, and not only less input, and has guaranteed the circular arc effect and the construction quality of body of wall.
Job practices of the present invention is simple and convenient, speed is fast, and is low to the requirement of construction operation face, the construction but large tracts of land arrangement workman tries to meet the deadline for the project, and the construction continuity is strong.Large-space three-dimensional twisted gypsum board wall worker method can be applicable to background body of wall or the wall body structure construction in large-scale exhibition and the public character building, particularly the construction when this building has special the requirement to the artistic visual effect.
Description of drawings
The present invention will be further described in detail below in conjunction with accompanying drawing.
Fig. 1 is the longitudinal plan at connected node place.
Fig. 2 is the schematic diagram that lightgage steel joist is connected with three-dimensional twisted steel work support body.
Fig. 3 is the stereogram at connected node place.
The short band steel of Reference numeral: 1-, the two L shaped rotatable clamping plate of 2-, 3-main joist, 4-rider keel, 5-heat insulating material, 6-gypsum plank, the three-dimensional twisted steel work support body of 7-.
The specific embodiment
Embodiment is referring to shown in Figure 1, and this large-space three-dimensional twisted gypsum board wall comprises three-dimensional twisted steel work support body 7, and is connected lightgage steel joist and gypsum plank 6 on the three-dimensional twisted steel work support body 7, and described gypsum plank 6 adopts GRG glass fiber gypsum plank.
Referring to Fig. 2, shown in Figure 3, horizontal round bar along three-dimensional twisted steel work support body 7 is welded with the short band steel 1 that is used to be connected lightgage steel joist at interval with vertical round bar, be distributed with the bolt hole of diameter on the short band steel greater than shank of bolt, lightgage steel joist is made of two L shaped rotatable clamping plate 2, main joist 3 and rider keel 4, two L shaped rotatable clamping plate 2 in twos back to, by bolt respectively with two rotatable being clamped and connected of face of short band steel; Main joist 3 one is laterally connected between the adjacent two short band steels 1 successively, every joint main joist 3 is made of the short U shaped steel that two openings are oppositely arranged, two L shaped rotatable clamping plate 2 inboards that connect on the adjacent short band steel are inserted at the short U shaped steel two ends of every joint main joist 3 respectively, and are connected by the right-angle side of bolt with two L shaped rotatable clamping plate; Rider keel vertically is connected with the main joist of each bar horizontally set, rider keel is made of long U shaped steel, long U shaped steel is oppositely arranged in twos, and be connected with main joist two lateral surfaces respectively, main joist and rider keel connect into the double layer grid structure anyhow, are filled with heat insulating material 5 in the double-layer frame grid of main joist and rider keel formation, heat insulating material 5 is rock wool or glass wool, and gypsum plank 6 being installed at the tow sides of double-layer frame, gypsum plank and rider keel are fixed, and are brushed with coating on the outer facade of gypsum plank.
The construction of this large-space three-dimensional twisted gypsum board wall, construction sequence is as follows:
Step 5, fill insulant material 5, double-deck rock wool or the glass wool of filling in the double-layer frame grid of main joist and rider keel formation;
Claims (6)
1. a large-space three-dimensional twisted gypsum board wall comprises three-dimensional twisted steel work support body (7), and is connected lightgage steel joist and gypsum plank (6) on the three-dimensional twisted steel work support body (7), it is characterized in that:
Horizontal round bar along three-dimensional twisted steel work support body (7) is welded with the short band steel (1) that is used to be connected lightgage steel joist at interval with vertical round bar, be distributed with the bolt hole of diameter on the short band steel greater than shank of bolt, lightgage steel joist is made of two L shaped rotatable clamping plate (2), main joist (3) and rider keel (4), two L shaped rotatable clamping plate (2) in twos back to, by bolt respectively with two rotatable being clamped and connected of face of short band steel; Main joist (3) one is laterally connected between the adjacent two short band steels (1) successively, and two L shaped rotatable clamping plate (2) inboard that connects on the adjacent short band steel is inserted at every joint main joist (3) two ends respectively, and is connected by the right-angle side of bolt with two L shaped rotatable clamping plate; Rider keel vertically is connected with the main joist of each bar horizontally set, rider keel is made of long U shaped steel, long U shaped steel is oppositely arranged in twos, and be connected with main joist two lateral surfaces respectively, main joist and rider keel connect into the double layer grid structure anyhow, are filled with heat insulating material (5) in the double-layer frame grid of main joist and rider keel formation, and at the tow sides of double-layer frame gypsum plank (6) are installed, gypsum plank and rider keel are fixed, and are brushed with coating on the outer facade of gypsum plank.
2. large-space three-dimensional twisted gypsum board wall according to claim 1 is characterized in that: every joint main joist (3) is made of the short U shaped steel that two openings are oppositely arranged.
3. large-space three-dimensional twisted gypsum board wall according to claim 1 is characterized in that: heat insulating material (5) is rock wool or glass wool.
4. large-space three-dimensional twisted gypsum board wall according to claim 1 is characterized in that: gypsum plank (6) is a GRG glass fiber gypsum plank.
5. construction as any described large-space three-dimensional twisted gypsum board wall of claim 1-4 is characterized in that construction sequence is as follows:
Step 1, short band steel (1) welding is welded short band steel along three-dimensional twisted steel work support body (7) is inboard at interval towards indoor direction;
Step 2, two L shaped rotatable clamping plate (2) are connected with short band steel (1), will two L shaped rotatable clamping plate (2) in twos back to by bolt respectively with two rotatable connections of face of short band steel (1);
Step 3, main joist (3) is connected with two L shaped rotatable clamping plate (2), and main joist (3) is laterally connected between the adjacent short band steel (1) successively;
Step 4, rider keel (4) is connected with main joist (3), and rider keel (4) vertically is connected with the main joist (3) of each bar horizontally set, makes main joist and rider keel connect into double-deck netted frame construction anyhow;
Step 5, fill insulant material (5), fill insulant material in the double-layer frame grid of main joist and rider keel formation;
Step 6, two-sided installation gypsum plank (6) is connected gypsum plank with rider keel;
Step 7, two-sided swabbing is at the outer facade paint of gypsum plank (6).
6. the construction of large-space three-dimensional twisted gypsum board wall according to claim 5 is characterized in that: step 7, advanced andante seam processing before two-sided swabbing, Puttying, subsides one deck anticracking wall cloth on the plate face again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102350139A CN101881058B (en) | 2010-07-23 | 2010-07-23 | Large-space three-dimensional twisted gypsum board wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102350139A CN101881058B (en) | 2010-07-23 | 2010-07-23 | Large-space three-dimensional twisted gypsum board wall and construction method thereof |
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| Publication Number | Publication Date |
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| CN101881058A CN101881058A (en) | 2010-11-10 |
| CN101881058B true CN101881058B (en) | 2011-10-05 |
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| CN2010102350139A Expired - Fee Related CN101881058B (en) | 2010-07-23 | 2010-07-23 | Large-space three-dimensional twisted gypsum board wall and construction method thereof |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103967130A (en) * | 2014-04-13 | 2014-08-06 | 苏州金螳螂建筑装饰股份有限公司 | Steel structural component connection and installation structure |
| CN111535479A (en) * | 2020-05-06 | 2020-08-14 | 中铁建设集团北京工程有限公司 | Installation and construction method of NALC partition plate with curved surface structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US5632127A (en) * | 1994-10-07 | 1997-05-27 | Agar; Robert S. | Wall frame system |
| CN2510559Y (en) * | 2001-12-29 | 2002-09-11 | 刘晋 | Plant-fiber plaster-board light-settl-keel fire-retardant partition wall |
| CN101205740B (en) * | 2007-12-03 | 2010-12-08 | 方德明 | Honeycomb panel wall integral manufacturing method |
| CN201232269Y (en) * | 2008-06-24 | 2009-05-06 | 古罗阿梅 | Improvement structure of light partition wall |
| CN101408048A (en) * | 2008-11-17 | 2009-04-15 | 许晓平 | Fire-proof partition |
| CN201785905U (en) * | 2010-07-23 | 2011-04-06 | 中国建筑装饰工程有限公司 | Large-spaced three-dimensional twisty gypsum board wall |
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| CN101881058A (en) | 2010-11-10 |
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