CN102002998A - Ribbed reinforced concrete prefabricated member slab - Google Patents
Ribbed reinforced concrete prefabricated member slab Download PDFInfo
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- CN102002998A CN102002998A CN 201010519371 CN201010519371A CN102002998A CN 102002998 A CN102002998 A CN 102002998A CN 201010519371 CN201010519371 CN 201010519371 CN 201010519371 A CN201010519371 A CN 201010519371A CN 102002998 A CN102002998 A CN 102002998A
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- hole
- ribbing
- ribbed
- prefabricated member
- rib
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 9
- 239000004567 concrete Substances 0.000 claims abstract description 24
- 230000002787 reinforcement Effects 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 3
- 238000003475 lamination Methods 0.000 abstract 1
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002457 bidirectional effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
The invention discloses a ribbed reinforced concrete prefabricated member slab, which comprises a reinforced concrete bottom plate (1) and longitudinal ribs (2), wherein the end longitudinal ribs (2) of the ribbed prefabricated member slab are rectangular and the middle longitudinal ribs (2) are T-shaped ribs. When hollow tubes (8) are arranged in the direction vertical to the longitudinal ribs (2) in a laminated floor to form a laminated hollow floor, the ends of the longitudinal ribs (2) of the ribbed prefabricated member slab are provided with the rectangular ribs, and the upper parts of the longitudinal ribs (2) are provided with flanges (5) for shading; and the hollow tubes (8) are placed on the bottom plate (1) of the ribbed prefabricated member slab from the middle of the adjacent rectangular ribs at the end, the hollow tubes (8) move to the proper positions, the hollow tubes (8) are fixed on the ribbed prefabricated member slab by using fasteners (9), and then concrete laminations are cast to form the laminated hollow floor. The ribbed reinforced concrete prefabricated member slab has good stress performance, simple structure, is convenient to construct, has good crack resistance, and is particularly suitable for construction of the large-span laminated hollow floor.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer to a kind of Ribbed Bar concrete prefabricated structural board.
Background technology:
At present, floor spiced by steel reinforced concrete can bear bidirectional load, and good integrity does not need on-the-spot formwork, and cost is low, and lifting, transportation are easily.Floor spiced precast member for reinforcing bar concrete adopts Ribbed Bar concrete prefabricated structural board (number of patent application 03227765.2) usually, have hole in precast member for reinforcing bar concrete longitudinal rib bottom, transverse reinforcement passes the hole of prefabricated units longitudinal rib bottom, connects the polylith reinforced concrete prefabricated structural board.This Ribbed Bar concrete prefabricated structural board has the following disadvantages: 1, in the large span overlapped hollow floor system, this Ribbed Bar concrete prefabricated structural board is difficult for arranging hollow section; 2, only have hole in the longitudinal rib bottom, cast-in-situ concrete is poured into when concordant with the longitudinal rib top, and transverse reinforcement can not be arranged in Ribbed Bar concrete prefabricated structural board top, and when bearing negative moment of backing plate, floor bearing place is easy to destroy.
Summary of the invention:
The object of the present invention is to provide a kind of Ribbed Bar concrete prefabricated structural board, this Ribbed Bar concrete prefabricated structural board has that feed consumption is few, in light weight, easy construction, applied widely, advantage such as stress performance is good.
The object of the present invention is achieved like this, a kind of Ribbed Bar concrete prefabricated structural board comprises reinforced concrete floor, vertical rib, the invention is characterized in that the vertical rib in end of described prefabricated panels with ribbing is a rectangular fin, the central longitudinal rib is a T shape rib.The vertical rib of T shape has bigger rigidity, can prevent the antiarch of base plate under the prestressed reinforcement effect, is applicable to the construction of the superimposed superstructure of large span.When in superimposed superstructure, arranging that perpendicular to vertical rib direction hollow tubular becomes overlapped hollow floor system, if the vertical rib total length of prefabricated panels with ribbing is a T shape rib, hollow section is difficult for arranging, vertical rib end is set to rectangular fin, vertical rib top does not have the edge of a wing to block, hollow section can be placed on the base plate of prefabricated panels with ribbing in the middle of the adjacent rectangle rib of end, hollow section is moved to correct position, with securing member hollow section is fixed on the prefabricated panels with ribbing, the fluid concrete overlapping layers forms overlapped hollow floor system again.
Feature of the present invention is that also the web bottom of the vertical rib of described T shape has cross through hole hole or upper and lower that the cross through hole hole is all arranged.Can arrange the cross-perforating reinforcing bar in the hole of web upper and lower, arrange in the hole of bottom that transverse reinforcement can improve the cracking resistance and the stress performance of superimposed superstructure, the layout transverse reinforcement can be resisted the hogging moment at superimposed superstructure bearing place effectively in the hole of top, improves the stress performance of superimposed superstructure.
Feature of the present invention is that also described hole is rectangle, circle, square, oval, triangle, polygon or arc.The form of hole can be selected flexibly according to reality use and manufacture craft, is convenient to produce and actual the use.
Feature of the present invention also is on the vertical rib edge of a wing of described prefabricated panels with ribbing connecting reinforcement is arranged.Behind the concreting overlapping layers, connecting reinforcement and concrete folding layer bonding, build-in make the collaborative work between prefabricated panels with ribbing and the concrete folding layer stronger, and stress performance, the globality of superimposed superstructure are better.
Feature of the present invention also is on the described prefabricated panels with ribbing one or more than one vertical ribs are arranged.Many vertical rib can further improve prefabricated panels rigidity with ribbing, when assembly unit integral body floor, many vertical ribs on the prefabricated panels with ribbing can strengthen bonding, the build-in between prefabricated panels with ribbing and the concrete folding layer, improve stress performance, the overall performance of superimposed superstructure.
Description of drawings:
Fig. 1 is prefabricated panels structural representation with ribbing, and 1 is base plate, and 2 are vertical rib, and 3 are vertical rib web, and 4 are the cross through hole hole on the vertical rib web, and 5 are the vertical rib edge of a wing, and 6 is the connecting reinforcement on the edge of a wing.
Fig. 2 is prefabricated another embodiment of panels with ribbing
Fig. 3 is placed into the base plate schematic diagram for hollow section from the end rectangular fin, and 7 is the cross-perforating reinforcing bar, and 8 is hollow section, and 9 is securing member.
Fig. 4 is prefabricated another embodiment of panels with ribbing
Fig. 5 is prefabricated another embodiment of panels with ribbing
Fig. 6 is prefabricated another embodiment of panels with ribbing, and the hole of vertical rib web is an arc.
Fig. 7 is the two prefabricated panels structural representations with ribbing of rib of T shape
The specific embodiment:
The invention will be further described below in conjunction with accompanying drawing.
The present invention is shown in accompanying drawing 1～7, and a kind of Ribbed Bar concrete prefabricated structural board comprises reinforced concrete floor 1, vertical rib 2, the invention is characterized in that the vertical rib 2 in end of described prefabricated panels with ribbing is rectangular fin, and central longitudinal rib 2 is a T shape rib.Fig. 1, Fig. 2 are that rectangular fin, central longitudinal rib are the panels structural representations prefabricated with ribbing of T shape rib for the vertical rib in end.Fig. 3 is placed into the base plate schematic diagram for hollow section from the end rectangular fin, when in superimposed superstructure, arranging that perpendicular to vertical rib 2 directions hollow section 8 forms overlapped hollow floor systems, vertical rib 2 ends of prefabricated panels with ribbing are set to rectangular fin, vertical rib 2 tops do not have the edge of a wing 5 to block, hollow section 8 is placed on the base plate 1 of prefabricated panels with ribbing in the middle of the adjacent rectangle rib of end, make hollow section 8 move to correct position, with securing member 9 hollow section 8 is fixed on the prefabricated panels with ribbing, the fluid concrete overlapping layers forms overlapped hollow floor system again.
Feature of the present invention is that also web 3 bottoms of the vertical rib 2 of described T shape have cross through hole hole 4 or upper and lower that cross through hole hole 4 is all arranged.Among Fig. 1, Fig. 2, Fig. 3, all there is cross through hole hole 4 vertical rib web 3 upper and lowers, hole 4 interlaced arrangement of upper and lower.Fig. 4 is for indulging the panels structural representation prefabricated with ribbing that cross through hole hole 4 is arranged at rib web 3 bottoms, and Fig. 5 is prefabricated another embodiment of panels with ribbing, and among the figure, all there is hole 4 vertical rib web 3 upper and lowers of prefabricated panels with ribbing, and hole is corresponding about in the of 4.
Feature of the present invention is that also described hole 4 is rectangle, circle, square, oval, triangle, polygon or arc.Fig. 6 is the panels structural representation prefabricated with ribbing of arc for hole.
Feature of the present invention also is on the vertical rib edge of a wing 5 of described prefabricated panels with ribbing connecting reinforcement 6 is arranged.
Feature of the present invention also is on the described prefabricated panels with ribbing one or more than one vertical ribs 2 are arranged.Fig. 7 is the two prefabricated panels structural representations with ribbing of rib of T shape, and two vertical ribs 2 are arranged on the panels prefabricated with ribbing among the figure.
Claims (5)
1. a Ribbed Bar concrete prefabricated structural board comprises reinforced concrete floor (1), vertical rib (2), and it is characterized in that: it is rectangular fin that rib (2) is indulged in the end of described prefabricated panels with ribbing, and central longitudinal rib (2) is a T shape rib.
2. Ribbed Bar concrete prefabricated structural board according to claim 1 is characterized in that: web (3) bottom of the vertical rib (2) of described T shape has cross through hole hole (4) or upper and lower that cross through hole hole (4) is all arranged.
3. Ribbed Bar concrete prefabricated structural board according to claim 2 is characterized in that: described hole (4) is rectangle, circle, square, oval, triangle, polygon or arc.
4. Ribbed Bar concrete prefabricated structural board according to claim 1 is characterized in that: on the vertical rib edge of a wing (5) of described prefabricated panels with ribbing connecting reinforcement (6) is arranged.
5. Ribbed Bar concrete prefabricated structural board according to claim 1 is characterized in that: on the described prefabricated panels with ribbing one or more than one vertical ribs (2) are arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105193712A CN102002998B (en) | 2010-10-26 | 2010-10-26 | Ribbed reinforced concrete prefabricated member slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105193712A CN102002998B (en) | 2010-10-26 | 2010-10-26 | Ribbed reinforced concrete prefabricated member slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102002998A true CN102002998A (en) | 2011-04-06 |
| CN102002998B CN102002998B (en) | 2012-05-09 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105193712A Expired - Fee Related CN102002998B (en) | 2010-10-26 | 2010-10-26 | Ribbed reinforced concrete prefabricated member slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102002998B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102287023A (en) * | 2011-09-01 | 2011-12-21 | 吴方伯 | Construction method for reinforced concrete laminated floor slab |
| CN102888957A (en) * | 2012-08-15 | 2013-01-23 | 杨众 | Prefabricated light slab stair |
| CN104712086A (en) * | 2015-03-25 | 2015-06-17 | 孟凡林 | Assembled type concrete hollow composite floor slab and manufacturing method thereof |
| CN105544733A (en) * | 2013-12-13 | 2016-05-04 | 赫鹏城科工程咨询公司 | Structural frame system for supporting buildings and assemble method thereof |
| CN107642175A (en) * | 2017-08-21 | 2018-01-30 | 湖南诚友绿色建材科技有限公司 | A kind of Prefabricated Concrete groove profile cored slab for movable plank house |
| US9879423B2 (en) | 2012-11-23 | 2018-01-30 | Kim Illner BREUNING | System and method for biaxial semi-prefabricated lightweight concrete slab |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1651677A (en) * | 2005-02-05 | 2005-08-10 | 吴方伯 | Ribbed reinforced concrete prefabricated structural board |
| KR100777566B1 (en) * | 2007-01-05 | 2007-11-16 | 이창남 | Reinforcing of tsc beam with wire tension method |
| CN101736838A (en) * | 2009-12-29 | 2010-06-16 | 吴方伯 | Superimposed and prestressed reinforced concrete precast panel with ribs |
| CN101845862A (en) * | 2009-12-10 | 2010-09-29 | 吴方伯 | Ribbed superimposition prestress reinforced concrete precast slab |
-
2010
- 2010-10-26 CN CN2010105193712A patent/CN102002998B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1651677A (en) * | 2005-02-05 | 2005-08-10 | 吴方伯 | Ribbed reinforced concrete prefabricated structural board |
| KR100777566B1 (en) * | 2007-01-05 | 2007-11-16 | 이창남 | Reinforcing of tsc beam with wire tension method |
| CN101845862A (en) * | 2009-12-10 | 2010-09-29 | 吴方伯 | Ribbed superimposition prestress reinforced concrete precast slab |
| CN101736838A (en) * | 2009-12-29 | 2010-06-16 | 吴方伯 | Superimposed and prestressed reinforced concrete precast panel with ribs |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102287023A (en) * | 2011-09-01 | 2011-12-21 | 吴方伯 | Construction method for reinforced concrete laminated floor slab |
| CN102888957A (en) * | 2012-08-15 | 2013-01-23 | 杨众 | Prefabricated light slab stair |
| US9879423B2 (en) | 2012-11-23 | 2018-01-30 | Kim Illner BREUNING | System and method for biaxial semi-prefabricated lightweight concrete slab |
| CN105544733A (en) * | 2013-12-13 | 2016-05-04 | 赫鹏城科工程咨询公司 | Structural frame system for supporting buildings and assemble method thereof |
| CN105544733B (en) * | 2013-12-13 | 2018-02-06 | 赫鹏城科工程咨询公司 | For supporting the structural framing system of building and assembling its method |
| CN104712086A (en) * | 2015-03-25 | 2015-06-17 | 孟凡林 | Assembled type concrete hollow composite floor slab and manufacturing method thereof |
| CN107642175A (en) * | 2017-08-21 | 2018-01-30 | 湖南诚友绿色建材科技有限公司 | A kind of Prefabricated Concrete groove profile cored slab for movable plank house |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102002998B (en) | 2012-05-09 |
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| C14 | Grant of patent or utility model | ||
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Owner name: CHANGSHA SANYUAN STEEL STRUCTURE CO., LTD. Free format text: FORMER OWNER: WU FANGBO Effective date: 20120929 |
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| C41 | Transfer of patent application or patent right or utility model | ||
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Free format text: CORRECT: ADDRESS; FROM: 410082 CHANGSHA, HUNAN PROVINCE TO: 410114 CHANGSHA, HUNAN PROVINCE |
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| TR01 | Transfer of patent right |
Effective date of registration: 20120929 Address after: 410114 Hunan province Changsha Datuo Town City Tianxin Tianxin Environmental Protection Industrial Park Patentee after: Changsha Sanyuan Steel Structure Co.,Ltd. Address before: 410082 Hunan province Changsha Lushan Road Structure Engineering Research Institute Hunan University Patentee before: Wu Fangbo |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120509 Termination date: 20201026 |