CN104895188A - Architectural structure and manufacturing method thereof - Google Patents
Architectural structure and manufacturing method thereof Download PDFInfo
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- CN104895188A CN104895188A CN201510303723.3A CN201510303723A CN104895188A CN 104895188 A CN104895188 A CN 104895188A CN 201510303723 A CN201510303723 A CN 201510303723A CN 104895188 A CN104895188 A CN 104895188A
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Abstract
The invention relates to an architectural structure and a manufacturing method thereof. The architectural structure comprises columns, main slabs, girders and shear walls. The girders are disposed at upper and lower ends of the shear walls. The shear walls are integrally connected with the girders above and below, by means of welding, screwing, riveting or prefabricating. The architectural structure has the advantages such that factory prefabrication is available, field assembly speed is high, a construction site has little waste, integral bonding strength is high, seismic and shear resistance is high, and joints rarely break due to stress concentration.
Description
Technical field
The present invention relates to technical field of buildings, be specifically related to a kind of building structure and preparation method thereof.
Background technology
In conventional building construction, generally all be provided with shear wall, but in the assembled arthitecutral structure of steel work or steel and concrete structure, little employing shear wall, and existing shear wall is generally inner casting reinforced concrete structure, its structure bulky, bear that the effect of cutting application of force is more weak, wind resistance shock strength is inadequate.In addition, existing shear wall all adopts the production method of cast-in-site, complicated operation, noise are large, building waste is many, site environment is poor, the production cycle is long, especially can not adapt to mass rapid assembling produces, and do not form an organic whole structure with crossbeam after existing shear wall castable, connect not closely, not firm, bear that to cut application of force poor, easily produce stress in junction and concentrate, occur shear failure, fracture.
Summary of the invention
The object of this invention is to provide a kind of can factory normalization produce, without building waste, speed of application soon, a kind of building structure that antidetonation anti-shear performance is high and preparation method thereof.
The present invention is achieved by the following technical programs:
A kind of building structure, comprises column, mainboard, crossbeam, it is characterized in that, be provided with shear wall in described building structure.
Further, described shear wall and crossbeam are assembled into wall beam composite member in advance in factory.
Preferably, the upper and lower two ends of described shear wall are provided with crossbeam, shear wall by welding be spirally connected or rivet or prefabricated mode be positioned at above, the crossbeam of below connects as one.
Further, described shear wall is clean steel shear wall or concrete shear force wall or steel reinforced concrete shear wall.
Further, described shear wall surrounds stressed module by center and concrete is formed, described center surrounds the steel cage that stressed module comprises center steel plate and is located at center steel plate surrounding, described steel cage is connected as one by the vertically thin steel bar steel wire being evenly arranged in steel plate periphery, center, and described center surrounds the inside that stressed module is embedded in concrete.
Further, described crossbeam H steel and wing plate are made, and described wing plate is welded on the both wings of H steel to increase width and the intensity of crossbeam, and the H steel of the center steel plate of described shear wall, steel cage and described band wing plate connects as one.
Further, described crossbeam is provided with floor mount pad.
A preparation method for building structure, is characterized in that: it comprises the following steps:
A. use thin steel bar and steel wire weld is circular or rectangle steel cage, at placement center, Gang Long center steel plate, pour concrete forms shear wall;
B. according to measure H steel and the wing plate of crossbeam, by wing plate welding or the both sides being riveted on H steel, form the crossbeam of band wing plate, crossbeam arranges floor mount pad;
C. shear wall A step made and B walk the crossbeam made and combine, shear wall is placed between two crossbeams, center steel plate in shear wall, steel cage are welded with the H steel of the band wing plate on described crossbeam or rivet, connect as one with bolt, forms wall beam composite member;
D. wall beam composite member C step made and column, mainboard successively assembled in sequence, form novel high-rise assembled arthitecutral structure.
Technique effect of the present invention is as follows:
The present invention has thoroughly overturned existing shear wall building structure, do not adopt the existing method of cast in situs or installation shear wall, the special construction adopting special shear wall to be combined with crossbeam in industry first and preparation method, solve shear wall construction condition in existing building structure poor, can not High-speed assembly, can not form that organic whole, antidetonation anti-shear performance are low with crossbeam, junction surface easily produces stress and the construction difficult problem such as to concentrate.Shear wall of the present invention adopts the stressed module of center encirclement type of the peripheral steel cage of center steel plate, take the lead in, in factory, shear wall and crossbeam are first made into wall beam composite member, drastically reduce the area site operation amount, decrease construction sewage and rubbish, the present invention welds at the shear wall of the stressed module of factory Nei Jiang center encirclement type with the crossbeam up and down with wing plate or rivets is an overall force structure, has that speed of application is fast, antidetonation anti-shear performance is high, overall stressed strong, binding site not easily occurs that stress concentrates the advantages such as fracture.
Accompanying drawing explanation
Fig. 1 is the structural representation of the wall beam composite member in the present invention.
Fig. 2 is A-A sectional view in Fig. 1.
Fig. 3 is B-B sectional view in Fig. 1.。
In accompanying drawing: 1-shear wall, 2-crossbeam, 11-center steel plate, 12-steel cage, 13-concrete, 21-H steel, 22-wing plate.
Detailed description of the invention
A kind of building structure, comprises column, mainboard, crossbeam 2, shear wall 1, described column is arranged on crossbeam 2, described crossbeam 2 is provided with mainboard, the most important thing is, shear wall 1 is housed between crossbeam 2 and crossbeam 2.
Described shear wall 1 is clean steel shear wall 1 or concrete shear force wall 1 or steel reinforced concrete shear wall 1.In the present embodiment, shear wall 1 adopts a kind of special construction, stressed module is surrounded and concrete 13 is formed by center, described center surrounds the steel cage 12 that stressed module comprises center steel plate 11 and is located at center steel plate 11 surrounding, described steel cage 12 is connected as one by the vertically thin steel bar steel wire being evenly arranged in center steel plate 11 periphery, described center surrounds the inside that stressed module is embedded in concrete 13, sees Fig. 2.
In order to improve shear wall 1 and crossbeam 2 integral coherence energy, stress performance, significantly reduces site operation amount, improve site operation speed, shear wall 1 and crossbeam 2 are assembled into wall beam composite member in advance in factory, see Fig. 1, Fig. 3.Crossbeam 2 is put at shear wall about 1 two ends, shear wall 1 by welding be spirally connected or rivet or prefabricated mode be positioned at above, the crossbeam 2 of below connects as one.
In the present embodiment, crossbeam 2 adopts the special construction of band wing plate 22, be made with H steel 21 and wing plate 22, described wing plate 22 is welded on the both wings of H steel 21 to increase width and the intensity of crossbeam 2, center steel plate 11, the steel cage 12 of above-mentioned shear wall 1 connect as one with the H steel 21 of described band wing plate 22, see Fig. 3.
The preparation method of the building structure of above-mentioned band shear wall 1, comprises the following steps:
A. use thin steel bar and steel wire weld is circular or rectangle steel cage 12, at placement center, Gang Long 12 center steel plate 11, pour concrete 13 forms shear wall 1;
B. according to measure H steel 21 and the wing plate 22 of crossbeam 2, wing plate 22 is welded or is riveted on the both sides of H steel 21, form the crossbeam 2 of band wing plate 22, crossbeam 2 arranges floor mount pad;
C. the shear wall 1 that A step makes is walked with B the crossbeam 2 made to combine, shear wall 1 is placed between two crossbeams 2, center steel plate 11 in shear wall 1, steel cage 12 are welded with the H steel 21 of the band wing plate 22 on described crossbeam 2 or rivet, connect as one with bolt, forms wall beam composite member;
D. wall beam composite member C step made and column, mainboard successively assembled in sequence, form novel high-rise assembled arthitecutral structure.
The present invention has thoroughly overturned the building structure of existing shear wall 1, do not adopt the existing method of cast in situs or installation shear wall 1, the special construction adopting special shear wall 1 to be combined with crossbeam 2 in industry first and preparation method, solve shear wall 1 construction condition in existing building structure poor, can not High-speed assembly, can not form that organic whole, antidetonation anti-shear performance are low with crossbeam 2, junction surface easily produces stress and the construction difficult problem such as to concentrate.Above embodiment is explanation of the invention, and non-limiting, is more than PART.It should be noted that, concerning the technician of the industry, the simple transformation of carrying out according to general principle of the present invention and structure and improvement, such as, combine shear wall 1 and a crossbeam 2, include within protection scope of the present invention.
Claims (8)
1. a building structure, comprises column, mainboard, crossbeam, it is characterized in that: be provided with shear wall in described building structure.
2. a kind of building structure according to claim 1, is characterized in that: described shear wall and crossbeam are assembled into wall beam composite member in advance in factory.
3. a kind of building structure according to claim 2, is characterized in that: the upper and lower two ends of described shear wall are provided with crossbeam, shear wall by welding be spirally connected or rivet or prefabricated mode be positioned at above, the crossbeam of below connects as one.
4. a kind of building structure according to any one of claim 1-3, is characterized in that: described shear wall is clean steel shear wall or concrete shear force wall or steel reinforced concrete shear wall.
5. a kind of building structure according to claim 4, it is characterized in that: described shear wall surrounds stressed module by center and concrete is formed, described center surrounds the steel cage that stressed module comprises center steel plate and is located at center steel plate surrounding, described steel cage is connected as one by the vertically thin steel bar steel wire being evenly arranged in steel plate periphery, center, and described center surrounds the inside that stressed module is embedded in concrete.
6. a kind of building structure according to claim 5, it is characterized in that: described crossbeam H steel and wing plate are made, described wing plate is welded on the both wings of H steel to increase width and the intensity of crossbeam, and the H steel of the center steel plate of described shear wall, steel cage and described band wing plate connects as one.
7. a kind of building structure according to claim 6, is characterized in that: described crossbeam is provided with floor mount pad.
8. a preparation method for building structure, is characterized in that: it comprises the following steps:
A. use thin steel bar and steel wire weld is circular or rectangle steel cage, at placement center, Gang Long center steel plate, pour concrete forms shear wall;
B. according to measure H steel and the wing plate of crossbeam, by wing plate welding or the both sides being riveted on H steel, form the crossbeam of band wing plate, crossbeam arranges floor mount pad;
C. shear wall A step made and B walk the crossbeam made and combine, shear wall is placed between two crossbeams, or be placed on above or below a crossbeam, center steel plate in shear wall, steel cage are welded with the H steel of the band wing plate on described crossbeam or rivet, connect as one with bolt, forms wall beam composite member;
D. wall beam composite member C step made and column, mainboard successively assembled in sequence, form novel high-rise assembled arthitecutral structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510303723.3A CN104895188A (en) | 2015-06-08 | 2015-06-08 | Architectural structure and manufacturing method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510303723.3A CN104895188A (en) | 2015-06-08 | 2015-06-08 | Architectural structure and manufacturing method thereof |
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| CN104895188A true CN104895188A (en) | 2015-09-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510303723.3A Pending CN104895188A (en) | 2015-06-08 | 2015-06-08 | Architectural structure and manufacturing method thereof |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000073605A (en) * | 1998-09-01 | 2000-03-07 | Shimizu Corp | Viscoelastic wall |
| CN101922187A (en) * | 2010-07-16 | 2010-12-22 | 清华大学 | Wavelike steel plate and concrete combined shear wall |
| CN203097016U (en) * | 2013-03-08 | 2013-07-31 | 沈阳建筑大学建筑设计研究院 | Assembled-type concrete frame shear wall structure |
| CN203452228U (en) * | 2013-08-02 | 2014-02-26 | 初明进 | Frame-shear wall architectural structure |
| CN204826189U (en) * | 2015-06-08 | 2015-12-02 | 张跃 | Building structure |
-
2015
- 2015-06-08 CN CN201510303723.3A patent/CN104895188A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000073605A (en) * | 1998-09-01 | 2000-03-07 | Shimizu Corp | Viscoelastic wall |
| CN101922187A (en) * | 2010-07-16 | 2010-12-22 | 清华大学 | Wavelike steel plate and concrete combined shear wall |
| CN203097016U (en) * | 2013-03-08 | 2013-07-31 | 沈阳建筑大学建筑设计研究院 | Assembled-type concrete frame shear wall structure |
| CN203452228U (en) * | 2013-08-02 | 2014-02-26 | 初明进 | Frame-shear wall architectural structure |
| CN204826189U (en) * | 2015-06-08 | 2015-12-02 | 张跃 | Building structure |
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Application publication date: 20150909 |
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