CN205077617U - Novel shaped steel concrete shear force wallboard prefabricated buildings system - Google Patents
Novel shaped steel concrete shear force wallboard prefabricated buildings system Download PDFInfo
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- CN205077617U CN205077617U CN201520550315.3U CN201520550315U CN205077617U CN 205077617 U CN205077617 U CN 205077617U CN 201520550315 U CN201520550315 U CN 201520550315U CN 205077617 U CN205077617 U CN 205077617U
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Abstract
The utility model discloses a novel shaped steel concrete shear force wallboard prefabricated buildings system, it relates to the electric cooking field. It includes shaped steel concrete shear force wallboard and building carrier plate concrete building roof boarding, shaped steel concrete shear force wallboard passes through connecting elementss such as connecting piece and steel lian liang and makes up formation neotype assembled shear force wall building structure system with building carrier plate concrete building roof boarding, shaped steel concrete shear force wallboard includes the closed frame of compriseing the welding of U type thin steel, reinforcing bar and concrete, building carrier plate concrete building roof boarding includes that the assembly welding has the die mould building carrier plate and the concrete of reinforcing bar, the concrete has been pour on the building carrier plate, the building carrier plate is through the closed frame of overhanging reinforcing bar with shaped steel concrete shear force wallboard, shaped steel is the top surface overlap joint welding of roof beam even. The utility model discloses the assembly installation at the scene of being convenient for, production, the total time limit for a project weak point of installation, comprehensive cost is low, and anti -seismic performance is good for the structure system, easily popularizes and applies.
Description
Technical field
The utility model relates to building construction technology field, be specifically related to a kind of Novel section steel concrete shear wallboard prefabricated building system.
Background technology
After entering 21 century; along with the fast development of China's urbanization and process of modernization; the contradiction of the energy and inadequate resource is also more and more outstanding; the form of green building and environmental protection is increasingly serious; original builing industry be based upon on low price labour basis; along with the disappearance of demographic dividend; labour cost constantly sharp rises; construction cost continuous rise; the tradition architecture quality of construction mode, cost and speed cannot meet the demand of modern social development; the industrialization of building is the inevitable development direction of builing industry, and will welcome the growth of explosion type.
China had put into effect the policy that some carry forward vigorously industrialization of construction industry process in the last few years, last year, firmly portion's of building approval " prefabricated concrete structure tecnical regulations " was industry standard, the topmost content of industrialization of construction industry is exactly the structural system of Development of Novel, installs modern mode of construction replace traditional mode of construction by factorial praluction, site assembly formula.
The current industrialization of construction industry development of China rapidly, but be substantially in construction aspect, carry out factorial praluction after the integral cast-in-situ building structure designed in a traditional way being split structural element that is rigidly, site assembly formula is installed, instead of be suitable for industrialized structural system from research and development and start with, cause component standardization lower, component variability is large, the scale of construction is huge, increase the difficulty of manufacture, transport, installation, strengthen building costs greatly on the contrary, become the high-end luxury goods in building construction.
In order to solve the problem, design a kind of novel steel reinforced concrete shear walls plate prefabricated building system or necessary.
Utility model content
For the deficiency that prior art exists, the utility model object is to provide a kind of Novel section steel concrete shear wallboard prefabricated building system, structure is simple, reasonable in design, be convenient to on-the-spot assemblingization install, produce, to install total lever factor short, comprehensive cost is low, structural system excellent earthquake resistance, is easy to apply.
To achieve these goals, the utility model realizes by the following technical solutions: a kind of Novel section steel concrete shear wallboard prefabricated building system, comprise steel reinforced concrete shear walls plate and floor support plate concrete building roof plate, steel reinforced concrete shear walls plate and floor support plate concrete building roof plate are built by the connecting elements such as connector and steel coupling beam and form a kind of novel fabricated shear wall house structural system, described steel reinforced concrete shear walls plate comprises the closed frame be welded to form by U-shaped light-gauge steel section, all kinds of reinforcing bar configured by stressed and relevant specification and concrete, close two ends and the anchor rib of frame, vertical reinforcement, stirrup is welded to form edge member district, the middle part in component district, both sides of the edge is zone line, the two sides closing frame are welded with horizontal distribution muscle respectively with vertical direction in the horizontal direction, vertical distribution bar, lacing wire is welded with between the closed frame of two sides, concrete has been built in the closed frame inside that overlap joint is connected with above-mentioned reinforcing bar, first the closed frame of wallboard is welded into by Steel Thin-Wall, then on light-gauge steel section frame, overlap joint connects all kinds of reinforcing bar, last concreting forms steel reinforced concrete shear walls plate, described floor support plate concrete building roof plate comprises die mould floor support plate and the concrete that assembly welding has reinforcing bar, floor support plate has built concrete, concrete can be replaced light weight concrete construction, floor support plate passes through the closed frame of overhanging reinforcing bar and steel reinforced concrete shear walls plate, the end face overlap joint welding of shaped steel coupling beam, described floor support plate adopts back-buckling type profiled sheet.
As preferably, described steel reinforced concrete shear walls plate is by the steel square tube column soldering group l-shaped body of wall of U-shaped light-gauge steel section and adjacent surface, steel reinforced concrete shear walls plate is welded to form T-shaped body of wall by the steel square tube column of U-shaped light-gauge steel section and three, is in same plane and is welded to form extended type body of wall by U-shaped light-gauge steel section between adjacent steel reinforced concrete shear walls plate.
As preferably, shaped steel coupling beam is passed through at floor place level connection joint between described steel reinforced concrete shear walls plate, shaped steel coupling beam is hinged shaped steel coupling beam or firm direct type steel coupling beam, is connected and fixed between the steel reinforced concrete shear walls plate of upper and lower layer and floor support plate concrete building roof plate by U-shaped light-gauge steel section, connector.
The beneficial effects of the utility model: the utility model is the novel fabricated shear wall structural system from the research and development of industrialization of construction industry essential requirement, fundamentally be suitable for the industrialization of building, building structure, accessory is easier to standardization, commercialization, factorial praluction, on-the-spot assemblingization of being more convenient for is installed, produce, installation total lever factor is short, comprehensive cost is low, prefabricated building are made to be no longer luxury goods, and shear wall is closed shaped steel load bearing frame concrete shear force wall, supporting capacity, plastic deformation ability is better than traditional concrete shear force wall greatly, the excellent earthquake resistance of integral structural system, be beneficial to and apply.
Accompanying drawing explanation
The utility model is described in detail below in conjunction with the drawings and specific embodiments;
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the plane structure schematic diagram of the utility model steel reinforced concrete shear walls plate;
Fig. 3 is the generalized section of the utility model steel reinforced concrete shear walls plate;
Fig. 4 is the connection diagram of the utility model floor support plate concrete building roof plate and wallboard and shaped steel coupling beam;
Fig. 5 is the generalized section of the utility model floor support plate concrete building roof plate;
Fig. 6 is the connection diagram of the utility model L-type body of wall;
Fig. 7 is the connection diagram of the T-shaped body of wall of the utility model;
Fig. 8 is that the utility model steel reinforced concrete shear walls plate continues wide connection diagram;
Fig. 9 is the utility model upper and lower layer wallboard and hinged coupling beam and floor support plate connection diagram;
Figure 10 is the upper and lower layer wallboard of the utility model and firm beam and floor support plate connection diagram in succession;
Figure 11 is that the upper and lower layer wallboard of the utility model is connected generalized section with floor support plate;
Figure 12 is the connection generalized section of the utility model shaped steel coupling beam and floor support plate.
Detailed description of the invention
The technological means realized for making the utility model, creation characteristic, reaching object and effect is easy to understand, below in conjunction with detailed description of the invention, setting forth the utility model further.
With reference to Fig. 1-12, this detailed description of the invention is by the following technical solutions: a kind of Novel section steel concrete shear wallboard prefabricated building system, comprise steel reinforced concrete shear walls plate 1 and floor support plate concrete building roof plate 2, steel reinforced concrete shear walls plate 1 and floor support plate concrete building roof plate 2 are built by connector 16 and connecting elements and form fabricated shear wall house structural system, described steel reinforced concrete shear walls plate 1 comprises the closed frame 3 be welded to form by U-shaped light-gauge steel section 13, reinforcing bar and concrete, close two ends and the anchor rib 4 of frame 3, vertical reinforcement 5, stirrup 6 is welded to form edge member district 7, the middle part in component district, both sides of the edge 7 is zone line 8, the two sides closing frame 3 are welded with horizontal distribution muscle 9 respectively with vertical direction in the horizontal direction, vertical distribution bar 10, lacing wire 11 is welded with between the closed frame 3 of two sides, concrete has been built in closed frame 3 inside that overlap joint is connected with above-mentioned reinforcing bar.
It should be noted that, described floor support plate concrete building roof plate 2 comprises die mould floor support plate 12 and the concrete that assembly welding has reinforcing bar, floor support plate 12 has built concrete, concrete can be replaced light weight concrete construction, floor support plate 12 is overlapped by overhanging reinforcing bar weld with the closed frame 3 of steel reinforced concrete shear walls plate 1, the end face of shaped steel coupling beam 15, to be overlapped with the light-gauge steel section frame in wallboard or shaped steel coupling beam by the reinforcing bar of assembly welding in floor support plate 12 and weld, by building, roof panel effectively together with wall connecting; Described floor support plate 12 adopts back-buckling type profiled sheet, its feature is: (1) can be facilitated by assembly welding reinforcing bar overhanging, the end face of U-shaped light-gauge steel section frame or shaped steel coupling beam 15 overlaps and is welded to connect with wallboard effectively: (2) back-buckling type is placed and can be reduced the invalid concrete consumption in floor tensile region greatly, the weight of floor is reduced greatly, the effective geological process reducing building structure.
It should be noted that, described steel reinforced concrete shear walls plate 1 is by the steel square tube column 14 soldering group l-shaped body of wall of U-shaped light-gauge steel section 13 with adjacent surface, steel reinforced concrete shear walls plate 1 is welded to form T-shaped body of wall by the steel square tube column 14 of U-shaped light-gauge steel section 13 and three, as larger width body of wall, available two blocks of wallboards are welded by the U-shaped light-gauge steel section 13 of edges of boards and are formed, light-gauge steel section in wallboard and connecting elements steel square tube can calculate useful cross section by relevant specification requirement, for waiting for the steel bar stress in shear wall, welded with the U-shaped light-gauge steel section 13 of wallboard edges of boards by connecting elements steel square tube column 14, can assemble and form L, various types of shear wall such as T-shaped, connect by hinged or firm direct type steel coupling beam between each body of wall.
In addition, between described steel reinforced concrete shear walls plate 1 by shaped steel coupling beam 15 by each body of wall at floor place level connection joint together, shaped steel coupling beam 15 is hinged shaped steel coupling beam or firm direct type steel coupling beam; On this layer of U-shaped light-gauge steel section in wallboard top 13 and shaped steel coupling beam 15, lay profiled sheet floor support plate 12 and U-shaped to the reinforcing bar of floor support plate 12 and plate top light-gauge steel section 13 or shaped steel coupling beam 15 are welded, in vertical U-shaped light-gauge steel section and the H profile steel place welded connections 16 of each wallboard end face, the same slab thickness of thickness of this connector 16, by connector 16 connection top wall panel, after top wall panel installation, build this floor board concrete, two-layer shear wall slab is joined together to form shear wall structure system.
The height of this detailed description of the invention steel reinforced concrete shear walls plate 1 is determined by house floor height, width is according to processing, transport, stressed etc. requirement is determined by certain modulated dimension, first this wallboard is welded to form closed frame 3 by U-shaped light-gauge steel section 13, then connect on light-gauge steel section frame and configure all kinds of reinforcing bar by requirement that is stressed and related design specification, reinforcing bar welds with the steel edge lap of U-shaped light-gauge steel section 13, last concreting forms shear wall slab, as long as requirement that is stressed and that connect can be met, the U-shaped light-gauge steel section 13 of edges of boards can replace with other section form shaped steel, concrete also can substitute with light weight concrete construction, floor place by connector 16 with on, the connection of the light-gauge steel section of lower floor's steel reinforced concrete shear walls plate 1 edges of boards and cast-in-place floorslab concrete are by upper, wainscot sheathing and floor are organically joined together to form the force structure system in house, U-shaped light-gauge steel section 13 major function: one is the assembling assembly and connection realized between wallboard, two is can by useful cross section etc. on behalf of the steel bar stress in wallboard.
This detailed description of the invention is a kind of novel house structural system being suitable for industrialization of construction industry development, stressed and excellent earthquake resistance, comprehensive cost is low, for prefabricated building provide a kind of novel building systems, be convenient to site assemblyization install, make prefabricated building be no longer luxury goods, there is wide market application foreground.
More than show and describe general principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present utility model; under the prerequisite not departing from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (5)
1. a Novel section steel concrete shear wallboard prefabricated building system, it is characterized in that, comprise steel reinforced concrete shear walls plate (1) and floor support plate concrete building roof plate (2), steel reinforced concrete shear walls plate (1) and floor support plate concrete building roof plate (2) are built by connector (16) and connecting elements and form fabricated shear wall house structural system, described steel reinforced concrete shear walls plate (1) comprises the closed frame (3) be welded to form by U-shaped light-gauge steel section (13), reinforcing bar and concrete, close two ends and the anchor rib (4) of frame (3), vertical reinforcement (5), stirrup (6) is welded to form edge member district (7), the middle part in component district, both sides of the edge (7) is zone line (8), the two sides closing frame (3) are welded with horizontal distribution muscle (9) respectively with vertical direction in the horizontal direction, vertical distribution bar (10), lacing wire (11) is welded with between the closed frame (3) of two sides, concrete has been built in closed frame (3) inside that overlap joint is connected with above-mentioned reinforcing bar, concrete can be replaced light weight concrete construction, be in same plane and be welded to form extended type body of wall by U-shaped light-gauge steel section (13) between adjacent steel reinforced concrete shear walls plate (1), on, by U-shaped light-gauge steel section (13) between the steel reinforced concrete shear walls plate (1) of lower floor and floor support plate concrete building roof plate (2), connector (16) is connected and fixed.
2. a kind of Novel section steel concrete shear wallboard prefabricated building system according to claim 1, it is characterized in that, described floor support plate concrete building roof plate (2) comprises die mould floor support plate (12) and the concrete that assembly welding has reinforcing bar, (12) have built concrete to floor support plate, concrete can be replaced light weight concrete construction, floor support plate (12) is by the closed frame (3) of overhanging reinforcing bar and steel reinforced concrete shear walls plate (1), the end face overlap joint welding of shaped steel coupling beam (15), described floor support plate (12) adopts back-buckling type profiled sheet.
3. a kind of Novel section steel concrete shear wallboard prefabricated building system according to claim 1, it is characterized in that, described steel reinforced concrete shear walls plate (1) is by steel square tube column (14) the soldering group l-shaped body of wall of U-shaped light-gauge steel section (13) with adjacent surface.
4. a kind of Novel section steel concrete shear wallboard prefabricated building system according to claim 1, it is characterized in that, described steel reinforced concrete shear walls plate (1) is welded to form T-shaped body of wall by the steel square tube column (14) of U-shaped light-gauge steel section (13) and three.
5. a kind of Novel section steel concrete shear wallboard prefabricated building system according to claim 1, it is characterized in that, pass through shaped steel coupling beam (15) between described steel reinforced concrete shear walls plate (1) at floor place level connection joint, shaped steel coupling beam (15) is hinged shaped steel coupling beam or firm direct type steel coupling beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520550315.3U CN205077617U (en) | 2015-07-24 | 2015-07-24 | Novel shaped steel concrete shear force wallboard prefabricated buildings system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201520550315.3U CN205077617U (en) | 2015-07-24 | 2015-07-24 | Novel shaped steel concrete shear force wallboard prefabricated buildings system |
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| CN205077617U true CN205077617U (en) | 2016-03-09 |
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| CN201520550315.3U Expired - Fee Related CN205077617U (en) | 2015-07-24 | 2015-07-24 | Novel shaped steel concrete shear force wallboard prefabricated buildings system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639045A (en) * | 2016-12-29 | 2017-05-10 | 中通钢构股份有限公司 | Prefabricated assembly type steel plate-concrete composite shear wall structure system and construction method thereof |
| CN108775098A (en) * | 2018-06-15 | 2018-11-09 | 浙江绿筑集成科技有限公司 | The production method of across floor PEC shear walls-steel coupling beam coupled wall connecting node |
| CN109403505A (en) * | 2018-12-11 | 2019-03-01 | 哈尔滨理工大学 | Stalk-steel body system assembled wall and its joint connecting method |
-
2015
- 2015-07-24 CN CN201520550315.3U patent/CN205077617U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639045A (en) * | 2016-12-29 | 2017-05-10 | 中通钢构股份有限公司 | Prefabricated assembly type steel plate-concrete composite shear wall structure system and construction method thereof |
| CN106639045B (en) * | 2016-12-29 | 2019-01-25 | 中通钢构股份有限公司 | A kind of prefabricated assembled steel plate-concrete combined shear wall structural system and its construction method |
| CN108775098A (en) * | 2018-06-15 | 2018-11-09 | 浙江绿筑集成科技有限公司 | The production method of across floor PEC shear walls-steel coupling beam coupled wall connecting node |
| CN108775098B (en) * | 2018-06-15 | 2023-12-05 | 浙江绿筑集成科技有限公司 | Manufacturing method of cross-floor PEC shear wall-steel connecting beam connecting limb wall connecting node |
| CN109403505A (en) * | 2018-12-11 | 2019-03-01 | 哈尔滨理工大学 | Stalk-steel body system assembled wall and its joint connecting method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160309 Termination date: 20170724 |
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| CF01 | Termination of patent right due to non-payment of annual fee |