CN102852256A - Prestressed V-shaped board with heat insulation layer - Google Patents
Prestressed V-shaped board with heat insulation layer Download PDFInfo
- Publication number
- CN102852256A CN102852256A CN2012102888672A CN201210288867A CN102852256A CN 102852256 A CN102852256 A CN 102852256A CN 2012102888672 A CN2012102888672 A CN 2012102888672A CN 201210288867 A CN201210288867 A CN 201210288867A CN 102852256 A CN102852256 A CN 102852256A
- Authority
- CN
- China
- Prior art keywords
- shaped board
- swash plate
- goose
- board
- embedded
- 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.)
- Pending
Links
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention relates to a prestressed V-shaped board with a heat insulation layer. The prestressed V-shaped board with the heat insulation layer comprises inclined boards and a profiled beam which form a V-shaped member, and is characterized in that heat insulation blocks are longitudinally embedded at intervals at the lower side of each inclined board, and reinforcing ribs are vertically formed between the heat insulation blocks; and pretensioned prestressed stranded steel wires are longitudinally embedded in the profiled beam. The heat insulation layer and a concrete board are integrally cast and combined firmly, and the heat insulation performance of a roof board is good; the reinforcing ribs are arranged on the inclined web boards, so that the bending resistance thickness of the inclined web board is greatly improved, the board stiffness is increased, the panel is thin, the self-weight is light, and the amount of steel of the V-shaped board can be reduced; and meanwhile, the upper end and the lower end of the V-shaped board are matched with prestressed steel wires or stranded steel wires, so that the V-shaped board does not crack, and the self-waterproof performance of the board is good.
Description
Technical field
The present invention relates to a kind of Prefabricated slab of roof, relate in particular to a kind of Prefabricated reinforced concrete roof panel of long span building.
Background technology
Large-span steel-reinforced concrete roof adopts T plate or goose-shaped board usually, the insulation layer of the goose-shaped board roofing of using at present generally be located at plate above, complicated construction technique, quality of waterproof layer is difficult to guarantee, as spray insulation layer in the plate bottom, its cost is high, and surperficial impression is poor, in addition, tiltedly web adopts flat board or haunched slab usually, and plate thickness is large, from great, goose-shaped board deadweight moment of flexure is increased, increased quantity of reinforcement.A kind of light-duty goose-shaped board that carries insulation layer yet there are no report.
Summary of the invention
Technical problem to be solved by this invention is to overcome the deficiency of above-mentioned prior art, and a kind of prestressed v shape slab of, easy construction low from heavy and light, good heat insulating, cost is provided.
According to a kind of prestressed v shape slab with the temperature layer provided by the invention, comprise that swash plate and profiled beam form the V character form component, described swash plate downside longitudinally the interval be embedded with heat insulating block, vertically form ribs between warming plate, longitudinally be embedded with the pretensioned prestressing steel hinge line in the profiled beam.
Also have following attached technical characterictic according to a kind of prestressed v shape slab with the temperature layer provided by the invention:
Be embedded with pretensioned prestressing steel hinge line or steel wire in the top concrete of described swash plate.
Be provided with some cross-ties between described two swash plate tops, pull bar is the steel bar concrete rod member.
Ribs bottom between the heat insulating block of described swash plate is furnished with reinforcing bar, and certain-length in the profiled beam is all stretched in the reinforcing bar lower end.
The upper surface of described swash plate is embedded with the two-way welding steel mesh reinforcement, and vertical muscle stretches into certain-length in the profiled beam.
Vertical two ends of described heat insulating block are step, and swash plate top and swash plate root certain distance are left in two ends up and down, and the heat insulating block upper surface is provided with the duck eye of some certain depths, and the heat insulating block material is XPS or EPS or lightweight aerated concrete.
The middle part of described swash plate is provided with a lightlng hole at least, and lightlng hole is rectangle or circle, is stamped glass on the lightlng hole.
Be embedded with the rectangular coil hoop in the described profiled beam body.Described plate body upper end is embedded with the spiral hoop of circle or rectangle.
Side and the bottom surface of described profiled beam meet at right angles, the wide 200-300 in bottom surface, side height 100-600.
The side, top of described swash plate is embedded with built-in fitting.
Compared with prior art have following advantage according to a kind of prestressed v shape slab with the temperature layer provided by the invention: at first, the insulation layer among the present invention and concrete plate are whole to be watered in conjunction with firm, and the roof boarding heat insulating heat-proof quality is good; Secondly, the present invention has improved the bending resistance thickness of oblique web greatly because oblique web is provided with stiffening rib, and panel stiffness strengthens, and panel is thin, from heavy and light, can reduce the steel using amount of goose-shaped board; Again, goose-shaped board of the present invention upper end, lower end all are furnished with compressor wire or steel strand, and goose-shaped board can not produce the crack, and plate is good from water resistance.In addition, the swash plate soffit is the plane, and the template that the making goose-shaped board is used is easy to process, and processing charges reduce; At last, stirrup of the present invention adopts spiral hoop, and the pressure zone compressive property improves and swash plate adopts the welded wire fabric sheet, and colligation efficient is high, and speed of application is fast, and plate is easily manufactured, and cost is low.
Description of drawings
Fig. 1 is front view of the present invention
Fig. 2 is sectional drawing of the present invention and arrangement of reinforcement
Fig. 3 is swash plate longitudinal profile of the present invention and arrangement of reinforcement
Fig. 4 is swash plate ribs profile of the present invention
The specific embodiment
Referring to Fig. 1 to Fig. 4, the present invention provides is a kind of embodiment of the prestressed v shape slab with insulation layer, comprise that swash plate 1 and profiled beam 2 form the V character form component, described swash plate 1 downside longitudinally the interval be embedded with heat insulating block 11,11 of warming plates vertically form ribs 12, longitudinally are embedded with pretensioned prestressing steel hinge line 21 in the profiled beam 2.Heat insulating block 11 and swash plate concrete be whole to water together fixation, good heat insulating, and the ribs 12 of 11 formation of heat insulating block can improve rigidity and the bending resistance of swash plate 1, though plate thickness is large, the concrete converting thickness is little, from heavy and light.The goose-shaped board of pretensioned prestressing construction is compared materials such as having saved sleeve pipe, ground tackle with post-tensioned prestressing.Operation is simplified, and cost reduces.
Referring to Fig. 2, in the embodiment that the present invention provides, be embedded with pretensioned prestressing steel hinge line or steel wire 13 in the top concrete of described swash plate 1, the recurvation square and the antiarch that produce when these steel strand or steel wire can balance profiled beam 2 interior steel strand 21 be put make goose-shaped board top can not produce the crack.
Referring to Fig. 1, in the embodiment that the present invention provides, be provided with some cross-ties 3 between described two swash plate tops, pull bar is the steel bar concrete rod member, cross-tie 3 can prevent that goose-shaped board from bumping in transportation and when lifting damages swash plate 1 or the crack appears in root.
Referring to Fig. 2, in the embodiment that the present invention provides, be embedded with rectangular coil hoop 22 in described profiled beam 2 bodies, described plate body upper end is embedded with the spiral hoop 8 of circle or rectangle, and spiral hoop is easy construction not only, and can improve the compressive strength of pressure zone.
Referring to Fig. 1, in the embodiment that the present invention provides, the side, top of described swash plate 1 is embedded with built-in fitting 5, and this built-in fitting 5 is used between adjacent goose-shaped board at swash plate 1 client link goose-shaped board roofing globality being strengthened.
Claims (10)
1. prestressed v shape slab with insulation layer, comprise that swash plate and profiled beam form the V character form component, it is characterized in that the swash plate downside longitudinally the interval be embedded with heat insulating block, vertically form ribs between warming plate, longitudinally be embedded with the pretensioned prestressing steel hinge line in the profiled beam.
2. goose-shaped board as claimed in claim 1 is characterized in that being embedded with pretensioned prestressing steel hinge line or steel wire in the top concrete of described swash plate.
3. goose-shaped board as claimed in claim 1 is characterized in that being provided with some cross-ties between described two swash plate tops, and pull bar is the steel bar concrete rod member.
4. goose-shaped board as claimed in claim 1 is characterized in that the ribs bottom between the heat insulating block of described swash plate is furnished with reinforcing bar, and certain-length in the profiled beam is all stretched in the reinforcing bar lower end.
5. goose-shaped board as claimed in claim 1 is characterized in that the upper surface of described swash plate is embedded with the two-way welding steel mesh reinforcement, and vertical muscle stretches into certain-length in the profiled beam.
6. goose-shaped board as claimed in claim 1 is characterized in that vertical two ends of described heat insulating block are step, swash plate top and swash plate root certain distance are left in two ends up and down, the heat insulating block upper surface is provided with the duck eye of some certain depths, and the heat insulating block material is XPS or EPS or lightweight aerated concrete.
7. goose-shaped board as claimed in claim 1 is characterized in that the middle part of described swash plate is provided with a lightlng hole at least, and lightlng hole is rectangle or circle, is stamped glass on the lightlng hole.
8. goose-shaped board as claimed in claim 1 is characterized in that being embedded with the rectangular coil hoop in the described profiled beam body, and described plate body upper end is embedded with the spiral hoop of circle or rectangle.
9. goose-shaped board as claimed in claim 1 is characterized in that the side of described profiled beam and bottom surface meet at right angles, the wide 200-300 in bottom surface, side height 100-600.
10. goose-shaped board as claimed in claim 1 is characterized in that the side, top of described swash plate is embedded with built-in fitting.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012102888672A CN102852256A (en) | 2012-08-15 | 2012-08-15 | Prestressed V-shaped board with heat insulation layer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012102888672A CN102852256A (en) | 2012-08-15 | 2012-08-15 | Prestressed V-shaped board with heat insulation layer |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102852256A true CN102852256A (en) | 2013-01-02 |
Family
ID=47399198
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2012102888672A Pending CN102852256A (en) | 2012-08-15 | 2012-08-15 | Prestressed V-shaped board with heat insulation layer |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102852256A (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2092573U (en) * | 1991-03-16 | 1992-01-08 | 北京市建筑工程研究所 | Pre-stressed energy-saving light roof board |
NL9201425A (en) * | 1992-08-07 | 1994-03-01 | Hendrika Everdina Lambert Geb | Modular element for ceilings, walls, floors, cavities and cavity walls, roofs and partitions |
CN2279394Y (en) * | 1996-02-01 | 1998-04-22 | 王作洪 | Multi-function rack roof boarding |
CN202047531U (en) * | 2011-04-13 | 2011-11-23 | 程渝 | Pre-stress concrete wild goose shape roof plate |
CN202139738U (en) * | 2011-06-29 | 2012-02-08 | 唐绪福 | Bird-shape plate |
CN202831418U (en) * | 2012-08-15 | 2013-03-27 | 杨众 | Prestressed en-echelon-shaped plate with insulating layer |
-
2012
- 2012-08-15 CN CN2012102888672A patent/CN102852256A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2092573U (en) * | 1991-03-16 | 1992-01-08 | 北京市建筑工程研究所 | Pre-stressed energy-saving light roof board |
NL9201425A (en) * | 1992-08-07 | 1994-03-01 | Hendrika Everdina Lambert Geb | Modular element for ceilings, walls, floors, cavities and cavity walls, roofs and partitions |
CN2279394Y (en) * | 1996-02-01 | 1998-04-22 | 王作洪 | Multi-function rack roof boarding |
CN202047531U (en) * | 2011-04-13 | 2011-11-23 | 程渝 | Pre-stress concrete wild goose shape roof plate |
CN202139738U (en) * | 2011-06-29 | 2012-02-08 | 唐绪福 | Bird-shape plate |
CN202831418U (en) * | 2012-08-15 | 2013-03-27 | 杨众 | Prestressed en-echelon-shaped plate with insulating layer |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203905239U (en) | Prestress hollow slab laminated floor system | |
CN101936054B (en) | Steel truss web combined PC beam and construction method thereof | |
CN206554274U (en) | Novel fabricated timber buildings cross steel plate connecting node | |
CN204252345U (en) | The connecting structure of a kind of precast concrete plank and girder steel | |
JP5529147B2 (en) | Masonry construction with steel reinforcement strips with spacers | |
CN104594557A (en) | Prefabricated reinforced concrete beam with transverse steel partition boards and construction method | |
CN104594555A (en) | Prefabricated reinforced concrete beam with transverse high-strength concrete separation plate and construction method thereof | |
CN203411898U (en) | Bridge deck with steel and concrete composite structure | |
CN107806008A (en) | A kind of integration hollow slab bridge girder construction and its construction method based on ultra-high performance concrete connection | |
CN104594556A (en) | Prefabricated type steel reinforced concrete beam with transverse steel partition boards and construction method | |
CN102852276B (en) | A kind of large-tonnage prestressing force overlapping crane girder and construction method | |
CN104110097B (en) | A kind of end enhancement mode reinforcing bar concrete composite beam | |
CN206110331U (en) | Prefabricated assembly building of lightweight steel construction lightweight concrete | |
CN101914967B (en) | Reinforced concrete hollow floor and construction method | |
CN204510530U (en) | A kind of prefabricated quick-assembling metope | |
CN202831418U (en) | Prestressed en-echelon-shaped plate with insulating layer | |
CN106368353B (en) | A kind of composite plate shear wall structure | |
CN103061452B (en) | Anti-seismic prestressed precast beam | |
CN209261310U (en) | The concrete prefabricated assembly combined storehouse of Contiuum type | |
CN102852256A (en) | Prestressed V-shaped board with heat insulation layer | |
CN202831384U (en) | Double-prefabricated superposed frame beam | |
CN101864819A (en) | Reinforced concrete hollow floor slab and construction method | |
CN205421992U (en) | Floor reinforced structure that bearing capacity is not enough | |
CN1265067C (en) | Lightweight material combination unit filled prestressed concrete cast-in-situ hollow slab | |
CN210342417U (en) | Prestressed special-shaped groove plate |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
CB02 | Change of applicant information |
Address after: Jiangdong District Baizhang road 315000 in Zhejiang province Ningbo City Exhibition Center No. 168 28C Applicant after: Yang Zhong Applicant after: Yang Feng Address before: 315000, AUX Road, No. 757 Li RI Road, Yinzhou District, Ningbo, Zhejiang, 502 Applicant before: Yang Zhong Applicant before: Yang Feng |
|
COR | Change of bibliographic data | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130102 |
|
WD01 | Invention patent application deemed withdrawn after publication |