CN202248960U - Ultra-high-performance concrete prefabricated assembly balcony bottom plate - Google Patents
Ultra-high-performance concrete prefabricated assembly balcony bottom plate Download PDFInfo
- Publication number
- CN202248960U CN202248960U CN2011202805666U CN201120280566U CN202248960U CN 202248960 U CN202248960 U CN 202248960U CN 2011202805666 U CN2011202805666 U CN 2011202805666U CN 201120280566 U CN201120280566 U CN 201120280566U CN 202248960 U CN202248960 U CN 202248960U
- Authority
- CN
- China
- Prior art keywords
- outrigger
- crossbeam
- ultra
- outriggers
- balcony floor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Abstract
The utility model discloses an ultra-high-performance concrete prefabricated assembly balcony bottom plate, comprising outriggers, cross beams and pavement plates, wherein two mutually parallel outriggers are arranged on the two sides of the fabricated assembly balcony bottom plate; a cross beam, which is perpendicular to the outriggers, is arranged at the end of each of the two parallel outriggers; both the outriggers and the cross beams are trough girders; the cross beam cuts one part of the upper end and one part of the lower end of each of the trough girders at the ends thereof, and the ends of the cross beams are folded at 90 degrees toward the outriggers; the cross beam, folded at 90 degrees toward the outrigger, is fixed with the outrigger through an embedded part in the outrigger; the upper end and the lower end of each outrigger and of each cross beam are mutually leveled, and connected together through bent connection pegs; a plurality of pavement plates are arranged in a frame composed of the outriggers and the cross beams; and the pavement plates are fixed with the frame through the embedded parts in the outriggers or in the cross beams. The balcony bottom plate disclosed by the utility model is light in dead load, hard to be damaged, high in structural precision, reliable in connection, excellent in quality, good in earthquake resistance, and the like, and can be used together with normal steel structures.
Description
Technical field
The utility model is novel to have related to a kind of ultra-high performance concrete precast assembly balcony floor, specially refers to a kind ofly to be used for that high-durability, construction are simple, the balcony floor of encorbelmenting of convenient transportation.
Background technology
The precast assembly structure has the characteristics of " green construction ", " energy-conserving and environment-protective ", and industrialization flowing water prefabricated units industrialization degree is high; Reusable after the disposable input of moulding form and production equipment, consumptive material is few, economizes on resources and expense; The influence of construction to surrounding enviroment can avoided or alleviate to site assembly, connection; The utilization of prefabricated assembly technology reduces the human resources input relatively; Mechanization degree is significantly improved, and labor intensity of operating staff is effectively alleviated; The assemblingization of prefabricated units shortens the engineering construction cycle; The batch production precast unit does not adopt wet trade, waters the generation of smashing with " rubbish source " thereby reduced on-site concrete, adopts precast unit, makes constructional materials in transportation, loading and unloading, stacking, material controlling process, has reduced various dust pollutions; The batch production prefabricated units adopt the lifting assembly technology, need not pumping of concrete, have avoided the construction noise that fixed pump produced.
But traditional precast construction, physical dimension is big, member transportation cracky, characteristics such as lifting inconvenience, in addition the conventional concrete precast construction from great, connect a little less than, feature limits such as poor seismic behavior, cost height its application.The high performance concrete assembly unit balcony floor that this patent is related has from heavy and light, cracky not, structure precision is high, connect reliable, best in quality, characteristics such as anti-seismic performance is good, can with the supporting use of conventional steel work.
Summary of the invention
The goal of the invention of the utility model be to solve existing balcony floor dead load big, connect a little less than, shortcomings such as poor seismic behavior, cost height, and a kind of ultra-high performance concrete precast assembly balcony floor is provided.
In order to accomplish the goal of the invention of the utility model, the utility model adopts following technical scheme:
A kind of ultra-high performance concrete precast assembly balcony floor of the utility model; Wherein: it comprises: outrigger, crossbeam and the plate of mating formation are two parallel outriggers in the both sides of precast assembly balcony floor, and a vertical with it crossbeam is housed in the end of two parallel outriggers; Outrigger and crossbeam are trough girder; The part that crossbeam cuts away the upper and lower end of trough girder in its end, and with its end to the outrigger direction folding 90 °, fix through built-in fitting in the outrigger and outrigger to the crossbeam of folding 90 ° of outrigger direction; The upper and lower end of outrigger and crossbeam is in alignment with each other; And link together through curved connected nail, in the framework of outrigger and crossbeam composition, the some blocks of plates of mating formation being housed, the plate of mating formation is fixed through built-in fitting in outrigger or the crossbeam and said frame;
A kind of ultra-high performance concrete precast assembly balcony floor of the utility model, wherein: there is the muscle of putting more energy into of a protrusion at the middle part of the said plate of mating formation;
A kind of ultra-high performance concrete precast assembly balcony floor of the utility model, wherein: the precast assembly balcony floor also comprises: gauze wire cloth is covered with gauze wire cloth above the plate of mating formation;
A kind of ultra-high performance concrete precast assembly balcony floor of the utility model, wherein: the precast assembly balcony floor also comprises: layer of concrete is covered with layer of concrete above gauze wire cloth;
A kind of ultra-high performance concrete precast assembly balcony floor of the utility model, wherein: said outrigger, crossbeam and the plate of mating formation are the RPC member;
A kind of ultra-high performance concrete precast assembly balcony floor of the utility model, wherein: said built-in fitting is a galvanized bolt;
A kind of ultra-high performance concrete precast assembly balcony floor of the utility model, wherein: said gauze wire cloth is a common iron.
A kind of ultra-high performance concrete precast assembly balcony floor of the utility model is compared with existing similar concrete segment; Because main structure adopts the ultra-high concrete material; Do not have plain bars in the concrete, prefabricated process is convenient to be shaped, and conducting oneself with dignity is 30% of traditional components; A kind of ultra-high performance concrete precast assembly balcony floor of the utility model is compared with existing similar steel structure assembly, has good endurance, and fireproof performance is excellent, and the big comfort property of the rigidity of structure is good.
The utility model adopts the RPC material; Utilize the characteristics such as superhigh intensity, toughness, impact resistance, high-durability of this high performance material; Concrete structure inside need not configuration reinforcement, adopts pre-formed, the field module assembling construction process of engineering, has overcome prefabricated balcony floor from great; Transport not difficultly, member safeguards that lifting such as inconvenience trouble provides a kind of structural element of superior performance for housing industrialization.
Description of drawings
Fig. 1 bows to sketch map for a kind of ultra-high performance concrete precast assembly balcony floor of the utility model, and gauze wire cloth and concrete for the sake of clarity do not draw;
Fig. 2 is the generalized section at the A-A place of Fig. 1.
Among Fig. 1 and Fig. 2, label 1 is an outrigger; Label 2 is curved connected nail; Label 3 is a crossbeam; Label 4 is the plate of mating formation; Label 5 is a built-in fitting; Label 6 is the muscle of putting more energy into; Label 7 is a gauze wire cloth.
The specific embodiment
The novel ultra-high performance concrete precast assembly of the utility model balcony floor comprises: outrigger 1, crossbeam 3, mat formation plate 4, gauze wire cloth 7 and concrete; In the both sides of precast assembly balcony floor is two parallel outriggers 1; A vertical with it crossbeam 3 is housed in the end of two parallel outriggers 1; Outrigger 1 is trough girder with crossbeam 3, the part that crossbeam 3 cuts away the upper and lower end of trough girder in its end, and with its end to folding 90 ° of outrigger 1 direction; Crossbeam 3 to folding 90 ° of outrigger 1 direction is fixing with outrigger 1 through the built-in fitting in the outrigger 15; The upper and lower end of outrigger 1 and crossbeam 3 is in alignment with each other, and links together through curved connected nail 2 that (upper end of the crossbeam 3 that in Fig. 2, only drawn is connected with outrigger 1 through curved connected nail 2, and in fact the lower end of crossbeam 3 also is to be connected with outrigger 1 through bending connected nail 2; Just for the annexation of plate 4 and outrigger 1 or crossbeam 3 of mating formation of performance clearly, and do not draw).In the framework that outrigger 1 and crossbeam 3 are formed, the some blocks of plates 4 of mating formation are housed, the plate 4 of mating formation is fixed with said frame through the built-in fitting 5 in outrigger 1 or the crossbeam 3.There is the muscle 6 of putting more energy into of a protrusion at the mat formation middle part of plate 4, above the plate 4 of mating formation, is covered with gauze wire cloth 7, above gauze wire cloth 7, is covered with layer of concrete.
More than describing is the explanation to the utility model, is not the qualification to practicality, and the utility model institute restricted portion is referring to claim, and under the situation of the spirit of the utility model, the utility model can be done any type of modification.
Claims (7)
1. ultra-high performance concrete precast assembly balcony floor; It is characterized in that: it comprises: outrigger (1), crossbeam (2) and the plate of mating formation (4); In the both sides of precast assembly balcony floor is two parallel outriggers (1); In the end of two parallel outriggers (1) a vertical with it crossbeam (2) is housed, outrigger (1) and crossbeam (2) are trough girder, and crossbeam (2) cuts away the part of the upper and lower end of trough girder in its end; And with its end folding 90 ° to outrigger (1) direction; Crossbeam (2) to folding 90 ° of outrigger (1) direction is fixing through built-in fitting (5) in the outrigger (1) and outrigger (1), and the upper and lower end of outrigger (1) and crossbeam (2) is in alignment with each other, and links together through curved connected nail (2); In the framework of outrigger (1) and crossbeam (2) composition, the some blocks of plates of mating formation (4) are housed, the plate of mating formation (4) is fixed through built-in fitting (5) in outrigger (1) or the crossbeam (2) and said frame.
2. a kind of ultra-high performance concrete precast assembly balcony floor as claimed in claim 1 is characterized in that: there is the muscle of putting more energy into (6) of a protrusion at the middle part of the said plate of mating formation (4).
3. a kind of ultra-high performance concrete precast assembly balcony floor as claimed in claim 2, it is characterized in that: the precast assembly balcony floor also comprises: gauze wire cloth (7) is covered with gauze wire cloth (7) in the plate of mating formation (4) top.
4. a kind of ultra-high performance concrete precast assembly balcony floor as claimed in claim 3, it is characterized in that: the precast assembly balcony floor also comprises: layer of concrete is covered with layer of concrete in gauze wire cloth (7) top.
5. a kind of ultra-high performance concrete precast assembly balcony floor as claimed in claim 4 is characterized in that: said outrigger (1), crossbeam (2) and the plate of mating formation (4) are the RPC member.
6. a kind of ultra-high performance concrete precast assembly balcony floor as claimed in claim 5 is characterized in that: said built-in fitting (5) is a galvanized bolt.
7. a kind of ultra-high performance concrete precast assembly balcony floor as claimed in claim 5 is characterized in that: said gauze wire cloth (7) is a common iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202805666U CN202248960U (en) | 2011-08-03 | 2011-08-03 | Ultra-high-performance concrete prefabricated assembly balcony bottom plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202805666U CN202248960U (en) | 2011-08-03 | 2011-08-03 | Ultra-high-performance concrete prefabricated assembly balcony bottom plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202248960U true CN202248960U (en) | 2012-05-30 |
Family
ID=46110222
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202805666U Expired - Fee Related CN202248960U (en) | 2011-08-03 | 2011-08-03 | Ultra-high-performance concrete prefabricated assembly balcony bottom plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202248960U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711198A (en) * | 2013-12-20 | 2014-04-09 | 湖北弘毅建设有限公司 | Upper-and-lower layer prefabricated balcony slab and supporting connecting structure between upper-and-lower layer prefabricated balcony slab and beam |
| CN104563281A (en) * | 2014-12-09 | 2015-04-29 | 济南轨道交通集团有限公司 | Prefabricated balcony structure and construction method thereof |
| CN107227793A (en) * | 2017-07-03 | 2017-10-03 | 浙江绿筑集成科技有限公司 | A kind of PC balconies and the attachment structure of steel construction main body |
-
2011
- 2011-08-03 CN CN2011202805666U patent/CN202248960U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711198A (en) * | 2013-12-20 | 2014-04-09 | 湖北弘毅建设有限公司 | Upper-and-lower layer prefabricated balcony slab and supporting connecting structure between upper-and-lower layer prefabricated balcony slab and beam |
| CN103711198B (en) * | 2013-12-20 | 2015-09-30 | 湖北弘毅建设有限公司 | A kind of levels prefabricated balcony plate and and beam between support and connection structure |
| CN104563281A (en) * | 2014-12-09 | 2015-04-29 | 济南轨道交通集团有限公司 | Prefabricated balcony structure and construction method thereof |
| CN107227793A (en) * | 2017-07-03 | 2017-10-03 | 浙江绿筑集成科技有限公司 | A kind of PC balconies and the attachment structure of steel construction main body |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101851970B (en) | Horizontal seamed energy dissipation prestressed shear wall structure | |
| CN102635202B (en) | Mix FRP pipe steel reinforced concrete coupled column | |
| CN201972268U (en) | Combined shear wall of steel pipe concrete columns and double steel plates | |
| CN201679114U (en) | Horizontal seam dissipating energy prestress shear wall structure | |
| CN103437457A (en) | Replaceable steel coupling beam and double-steel-plate high-strength concrete combined coupled shear wall | |
| CN101629408A (en) | Composite anchoring structure on guyed tower end of cable-stayed bridge | |
| CN102061742B (en) | Shockproof reinforced concrete pseudo-classic building structural system | |
| CN103711255B (en) | Truss concrete superposed beam | |
| CN202248960U (en) | Ultra-high-performance concrete prefabricated assembly balcony bottom plate | |
| CN103046669B (en) | Prefabricated high strength reinforced concrete shear wall with low strength energy dissipation strip and fabrication method | |
| CN110158768A (en) | Prestressing force brace reinforced concrete frame conversion layer | |
| CN202440991U (en) | Truss rebar type concrete beam | |
| CN109930744B (en) | Assembled chord support roof structure system and construction method thereof | |
| CN207314664U (en) | A kind of assembling prefabricated reinforced concrete column and assembled combination frame building system | |
| CN204059756U (en) | The truss of a kind of pre-stressed steel pipe concrete purlin sheet and structure thereof | |
| CN212802262U (en) | Combined beam structure for building and building | |
| CN210002662U (en) | kinds of assembled floor | |
| CN106836556A (en) | A kind of composite reinforcing steel bar cage truss support shear wall | |
| CN203475642U (en) | Coupled shear wall combining replaceable steel coupling beam and dual-layer steel plate high-strength concrete | |
| CN207314529U (en) | More Pin space trusses transformational structures | |
| CN203403349U (en) | Box-type tie beam combined arch bridge | |
| RU129108U1 (en) | EMPTY PLATE OF THE BRIDGE SPAN | |
| CN206570928U (en) | A kind of building structure of high-rise building arch type commutation layer | |
| CN204491840U (en) | A kind of being convenient to is installed and the space frame formula self-contained flat be connected | |
| CN104110098A (en) | Prestressed concrete-filled steel tube truss piece and truss built by truss pieces |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120530 Termination date: 20120803 |