CN107327061A - A kind of prefabricated composite stalk fiber concrete hollow board - Google Patents
A kind of prefabricated composite stalk fiber concrete hollow board Download PDFInfo
- Publication number
- CN107327061A CN107327061A CN201710077033.XA CN201710077033A CN107327061A CN 107327061 A CN107327061 A CN 107327061A CN 201710077033 A CN201710077033 A CN 201710077033A CN 107327061 A CN107327061 A CN 107327061A
- Authority
- CN
- China
- Prior art keywords
- concrete
- bottom plate
- hollow
- prefabricated board
- prefabricated
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
- E04B5/043—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement having elongated hollow cores
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
Abstract
The invention discloses a kind of prefabricated stalk fibre concrete hollow board for concrete superposed floor, it is characterised in that:It include hollow bottom plate 1. with the flat rib in longitudinal direction 2.;Be further characterized in that 3. the two bottom sides of the hollow bottom plate of the prefabricated board 1. leave the edge of a wing, 4. bottom two ends are extended with beard muscle, the flat rib in longitudinal direction 2. between provided with lateral connection reinforcing bar 5.;It is further characterized in that 1. the hollow bottom plate of the prefabricated board uses thermal conductivity factor less than 0.3W/ (m k), intensity is more than 7.5Mpa stalk fibre concrete, and 2. the flat rib in longitudinal direction uses the stalk fibre concrete that intensity is more than 20Mpa.During construction, first by the prefabricated board described in several piece in beam(Or wall)It is upper to support, then by rear pouring concrete concrete folding layer by beam(Or wall)It is superimposed together to form the self-heat conserving reinforced concrete laminated floor slab of assembled integral with prefabricated board.The assembled integral superstructure being formed by stacking using this kind of prefabricated board, with from heavy and light, superposed surfaces are connected firmly, good integrity, insulation, anti-seismic performance is good, the features such as low cost, it is very suitable for the superstructure of many, high-rise reinforced concrete structural construction, market application foreground is wide.
Description
Technical field
The present invention relates to a kind of floor, and in particular to a kind of for the prefabricated compound of assembled integral reinforced concrete superposed floor
Stalk fibre concrete hollow board.
Background technology
Portion's professional standard is built as state lives《Prefabricated concrete structure technical regulation》JGJ1-2014 promulgation and reality
OK, the industrialization of building will be rapidly developed, wherein the reinforced concrete superposed floor of assembled integral, due to it combine it is cast-in-place
Monoblock type and both prefabricated assembled advantage, both save template, reduce engineering cost, can ensure again superstructure globality and
Shock resistance, is more and more applied in modern civil engineering.The strength administered simultaneously with Rural Plane Source Pollution is promoted,
The comprehensive utilization of tangerine bar turns into the emphasis development of agricultural industry project of country, and the exploitation of tangerine bar building materials not only contributes to national tangerine
Bar, which is prohibited, to be burnt, and improves air pollution environmental, while can also increase farmers' income, is saved resource, is realized the sustainable development of construction industry
Exhibition.Therefore, using the stalk renewable resource of China's abundant, new assembled integral stalk fibre concrete folding building is researched and developed
Lid has huge national strategy meaning and economic and social benefits.
The content of the invention
A kind of from heavy and light, good integrity it is an object of the invention to develop, insulation, construction are simple, low cost new
The prefabricated stalk fibre concrete hollow board of type, uses it as the bottom plate of assembled integral reinforced concrete superposed floor, then, pours folded after
Layer is closed by the beam of it and surrounding(Or wall)Overlapping is integral.
The technical scheme is that:A kind of pre- made composite fiber concrete hollow board is provided, it is by hollow bottom plate and upper side
Plate two parts are constituted;The bottom of hollow bottom plate is provided with reinforcing bar, and the edge of a wing is left in both sides;Upper panel is broken along its length in centre
Open form is provided with lateral connection reinforcing bar into flat groove in flat groove.
Conduct oneself with dignity for reduction and be easy to the bottom plate in production, the prefabricated board to use circular hole hollow-core construction, there is a row to pass through thereon
Logical circular hole.
To meet the self-heat-preservation energy-saving effect of floor, the hollow bottom plate of the prefabricated board uses thermal conductivity factor and is less than
0.3W/ (m2 k), intensity is more than 7.5Mpa stalk fibre concrete.
The stalk that intensity is more than 20Mpa is used to improve the panel in the bearing capacity of construction stage, the prefabricated board
Fiber concrete.
During construction, first by the prefabricated board described in several piece in beam(Or wall)It is upper to support, it is then folded by rear pouring concrete concrete
Layer is closed by beam(Or wall)It is superimposed together to form the self-heat conserving reinforced concrete laminated floor slab of assembled integral with prefabricated board.
Due to the prefabricated stalk fibre concrete hollow board of the present invention, the lighter stalk fibre concrete of unit weight and hollow structure are employed
Appearance formula, realizes building energy conservation-structure-integrated, that is, reduces the consumption of concrete, reduce deadweight, the height of plate is increased again
Degree, improves the rigidity and bearing capacity of prefabricated board and laminated floor slab, meanwhile, the both sides of plate, which are left in the edge of a wing, the flat groove of plate face, to be provided with
Transverse steel, it is ensured that the overlapping of superposed surfaces is reliable.Therefore, the assembled integral superstructure being formed by stacking using this kind of prefabricated board,
With from heavy and light, superposed surfaces are connected firmly, good integrity, insulation, and anti-seismic performance is good, the features such as low cost, are especially suitable for
Yu Duo, high-rise reinforced concrete structural construction superstructure, market application foreground are wide.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the cross-sectional view of the present invention.
Embodiment
Such as Fig. 1 -- shown in Fig. 2, present embodiment discloses a kind of prefabricated composite stalk fiber concrete hollow board, it is by hollow-sole
Plate 1 and panel 2 are constituted;The bottom of hollow bottom plate 1 is provided with reinforcing bar 6, and the edge of a wing 4 is left in both sides, and upper panel 2 is in centre along length
Direction is disconnected forming flat groove 3, and lateral connection reinforcing bar 5 is provided with flat groove 3.
Conduct oneself with dignity for reduction and be easy to the bottom plate 1 in production, the prefabricated board to use circular hole hollow-core construction, thereon at equal intervals
It is provided with circular hole 7.
To meet the self-heat-preservation energy-saving effect of floor, the hollow bottom plate 1 of the prefabricated board uses thermal conductivity factor and is less than
0.3W/ (m2 k), intensity is more than 7.5Mpa stalk fibre concrete.
The stalk that intensity is more than 20Mpa is used to improve the panel 2 in the bearing capacity of construction stage, the prefabricated board
Fiber concrete.
When the present embodiment is manufactured, first the good bottom reinforcement bars 6 of tensioning on special production platform, then sets prefabricated board
Mould, first pour the stalk fibre concrete of hollow bottom plate 1, then lay transverse steel 5, lay the steel plate of flat groove 3, then pour
The stalk fibre concrete of panel 2, finally extracts flat channel plate, demoulding maintenance.During construction, first the prefabricated board described in several piece is existed
Beam(Or wall)It is upper to support, then by rear pouring concrete concrete folding layer by beam(Or wall)It is superimposed together to form dress with prefabricated board
Self-heat conserving reinforced concrete laminated floor slab with monoblock type.
Claims (2)
1. a kind of prefabricated composite stalk fiber concrete hollow board, it is characterised in that:It is by hollow bottom plate and upper panel two parts group
Into;The bottom of hollow bottom plate is provided with reinforcing bar, and the edge of a wing is left in both sides;Upper panel forms flat in middle disconnect along its length
Lateral connection reinforcing bar is provided with groove, flat groove.
2. prefabricated composite stalk fiber concrete hollow board according to claim 1, is further characterized in that:The precast hollow slab
Bottom plate use thermal conductivity factor less than 0.3W/ (m2 k), intensity is more than 7.5Mpa stalk fibre concrete, upper panel
Use the stalk fibre concrete that intensity is more than 20Mpa.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710077033.XA CN107327061A (en) | 2017-02-13 | 2017-02-13 | A kind of prefabricated composite stalk fiber concrete hollow board |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710077033.XA CN107327061A (en) | 2017-02-13 | 2017-02-13 | A kind of prefabricated composite stalk fiber concrete hollow board |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107327061A true CN107327061A (en) | 2017-11-07 |
Family
ID=60192767
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710077033.XA Pending CN107327061A (en) | 2017-02-13 | 2017-02-13 | A kind of prefabricated composite stalk fiber concrete hollow board |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107327061A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108104345A (en) * | 2018-01-08 | 2018-06-01 | 齐齐哈尔大学 | A kind of large-span prestressed lightweight aggregate concrete superimposed sheet |
CN109274317A (en) * | 2018-08-30 | 2019-01-25 | 长安大学 | A kind of prefabricated photovoltaic volt circuit generator unit and the road structure that generates electricity |
CN110741944A (en) * | 2019-12-02 | 2020-02-04 | 湖南诚友绿色建材科技有限公司 | Prestressed self-compacting concrete hollow excrement leaking plate |
CN111139957A (en) * | 2020-01-08 | 2020-05-12 | 湖南诚友绿色建材科技有限公司 | Assembled concrete multi-ribbed sandwich plate overhead layer for large-scale pig farm |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2065193A (en) * | 1979-10-22 | 1981-06-24 | Katzenberger H | Reinforced concrete slab, particularly for floors |
EP1111146A2 (en) * | 1999-12-20 | 2001-06-27 | Sistemas Arquitectonicos Moderno S.L. | Self-supporting and insulating lightweight slab for the construction of a unidirectional reinforcement |
CN101851973A (en) * | 2009-12-10 | 2010-10-06 | 吴方伯 | Superposed prestressed reinforced concrete prefabricated slab with ribs |
CN103572873A (en) * | 2012-07-20 | 2014-02-12 | 初明进 | Assembled monolithic floor slab and construction method thereof |
CN204435638U (en) * | 2015-01-29 | 2015-07-01 | 济南轨道交通集团有限公司 | A kind of hollow laminated floor slab |
CN206655366U (en) * | 2017-02-13 | 2017-11-21 | 湖南诚友绿色建材科技有限公司 | A kind of prefabricated composite stalk fiber concrete hollow board |
-
2017
- 2017-02-13 CN CN201710077033.XA patent/CN107327061A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2065193A (en) * | 1979-10-22 | 1981-06-24 | Katzenberger H | Reinforced concrete slab, particularly for floors |
EP1111146A2 (en) * | 1999-12-20 | 2001-06-27 | Sistemas Arquitectonicos Moderno S.L. | Self-supporting and insulating lightweight slab for the construction of a unidirectional reinforcement |
CN101851973A (en) * | 2009-12-10 | 2010-10-06 | 吴方伯 | Superposed prestressed reinforced concrete prefabricated slab with ribs |
CN103572873A (en) * | 2012-07-20 | 2014-02-12 | 初明进 | Assembled monolithic floor slab and construction method thereof |
CN204435638U (en) * | 2015-01-29 | 2015-07-01 | 济南轨道交通集团有限公司 | A kind of hollow laminated floor slab |
CN206655366U (en) * | 2017-02-13 | 2017-11-21 | 湖南诚友绿色建材科技有限公司 | A kind of prefabricated composite stalk fiber concrete hollow board |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108104345A (en) * | 2018-01-08 | 2018-06-01 | 齐齐哈尔大学 | A kind of large-span prestressed lightweight aggregate concrete superimposed sheet |
CN108104345B (en) * | 2018-01-08 | 2020-02-07 | 齐齐哈尔大学 | Large-span prestressed lightweight aggregate concrete superimposed sheet |
CN109274317A (en) * | 2018-08-30 | 2019-01-25 | 长安大学 | A kind of prefabricated photovoltaic volt circuit generator unit and the road structure that generates electricity |
CN110741944A (en) * | 2019-12-02 | 2020-02-04 | 湖南诚友绿色建材科技有限公司 | Prestressed self-compacting concrete hollow excrement leaking plate |
CN111139957A (en) * | 2020-01-08 | 2020-05-12 | 湖南诚友绿色建材科技有限公司 | Assembled concrete multi-ribbed sandwich plate overhead layer for large-scale pig farm |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103883051B (en) | A kind of assembled plate-beam connecting node and construction method thereof | |
CN202194059U (en) | Prestress steel bar concrete tight rib hollow lamination box beam | |
CN107327061A (en) | A kind of prefabricated composite stalk fiber concrete hollow board | |
CN205242773U (en) | Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection | |
CN102943434B (en) | Semi-assembly bamboo-concrete composite bridge | |
CN105971160A (en) | Method for preventing 3D printing reinforced masonry shear wall being unshelled | |
CN205171846U (en) | Light -duty prefabricated compound roof boarding | |
CN206328896U (en) | A kind of lattice pillar compound shear wall | |
CN203049846U (en) | Permanent compound heat preservation external framework cast-in-situ lightweight concrete wall structure | |
CN108086553A (en) | A kind of Lightweight core mould combined reinforced bar truss fabrication plate | |
CN113089885B (en) | Light-duty combination shear wall of cold-formed steel | |
CN206655366U (en) | A kind of prefabricated composite stalk fiber concrete hollow board | |
CN203755127U (en) | Pre-stress high-performance concrete continuous box girder bridge | |
CN202830741U (en) | Semi-assembled type bamboo-concrete combined bridge | |
CN203080799U (en) | Coupling beam combining steel plates and high-strength concrete | |
CN108374516A (en) | A kind of profiled sheet-raw bamboo-concrete combined floor and its manufacturing method | |
CN107355042A (en) | A kind of sandwich laminated floor slab of unidirectional prestressing force concrete dense-rib | |
CN205907887U (en) | Ceramsite concrete coincide floor | |
CN206034711U (en) | Autoclaved lightweight concrete coincide floor | |
CN205296568U (en) | Net concrete slabs | |
CN107386511A (en) | A kind of prefabricated mesh filled board for being used to overlap rib floor | |
CN105568838B (en) | Rail track traffic two-wire track girder is embraced in a kind of magnetic suspension | |
CN204626696U (en) | Prefabricated assembled sandwich composite shear wall | |
CN208415691U (en) | A kind of hollow beam column component of cemented bamboo | |
CN210086647U (en) | Composite concrete superposed beam |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171107 |