CN102635184A - Reinforced concrete laminated slab - Google Patents
Reinforced concrete laminated slab Download PDFInfo
- Publication number
- CN102635184A CN102635184A CN2012101044046A CN201210104404A CN102635184A CN 102635184 A CN102635184 A CN 102635184A CN 2012101044046 A CN2012101044046 A CN 2012101044046A CN 201210104404 A CN201210104404 A CN 201210104404A CN 102635184 A CN102635184 A CN 102635184A
- Authority
- CN
- China
- Prior art keywords
- laminated slab
- limit face
- reinforced concrete
- layer
- stop
- 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
Abstract
The invention discloses a reinforced concrete laminated slab consisting of plate bottom steel bars, bent-up steel bars, limiting stoppers and a prefabrication layer. The reinforced-concrete laminated slab is characterized in that each limiting stopper is I-shaped and consists of an upper limiting surface, a lower limiting surface and a connector between the upper and lower limiting surfaces, the lower limiting surfaces of the limiting stoppers are positioned in the prefabrication layer, and the half parts of the bent-up steel bars are arranged in the prefabrication layer. As the laminated slab fully utilizes the functions of materials, the common stress on an adjoining face between the prefabrication layer and a cast-in-situ layer of the laminated slab is ensured, and the shearing performance of the part of the laminated slab, close to a support, is improved.
Description
Technical field
The present invention relates to the building structural member technical field, specifically belong to a kind of reinforced concrete sandwich plate.
Background technology
The reinforced concrete sandwich plate is the prefabricated and cast-in-place a kind of form of structure that combines as the part of iterative structure.Superimposed sheet is earlier laid prefabricated panel in the bottom in work progress, it is the effect of lifting plate during layer concrete on building, and then two parts concrete forms integral body and comes bearing load.It is cast-in-place that superimposed sheet design at present exists the mating face not to be equal to, and the precast plate that has is made and the construction inconvenience, even cost is higher.The present invention solves these problems preferably.
Summary of the invention
The purpose of patent of the present invention provides a kind of reinforced concrete sandwich plate, overcomes the deficiency of prior art, guarantees construction quality, meets design requirement.
Reinforced concrete sandwich plate of the present invention is like this design: said reinforced concrete sandwich plate by plate at the bottom of reinforcing bar, bent-up bar, stop and preformed layer form; Be characterized in that stop is " worker " font; By upper limit face, lower limit face; And the composition of the connector between upper limit face, lower limit face, the lower limit face of stop is arranged in preformed layer, and superimposed sheet thickness is controlled by the upper limit face of stop, the distance of lower limit face; Half is arranged on bent-up bar in the preformed layer, to strengthen being connected of in-situ layer and preformed layer.
The present invention controls prefabricated and protective layer thickness in-situ layer because prefabricated superimposed sheet plate portion increases multi-functional stop, replaces stirrup iron, strengthens the connection of overlapping layers, as shear key.According to the loading characteristic of plate, near bearing, bent half reinforcing bar at interval, strengthened the connection of levels; Strengthen shear behavior; Solved precast plate with the effective connectivity problem of cast-in-place beam.
Description of drawings
Fig. 1 is the structural representation of reinforced concrete sandwich plate of the present invention.
Wherein: 1, reinforcing bar 4, preformed layer at the bottom of stop 2, bent-up bar 3, the plate.
The specific embodiment
Below in conjunction with accompanying drawing reinforced concrete sandwich plate of the present invention is described further.
As can beappreciated from fig. 1; The reinforced concrete sandwich plate by plate at the bottom of reinforcing bar 3, bent-up bar 2, stop 1 and preformed layer 4 form; Be characterized in that stop is " worker " font, by upper limit face, lower limit face, and the connector between upper limit face, lower limit face is formed; The lower limit face of stop is arranged in preformed layer 4, and superimposed sheet thickness is controlled by the upper limit face of stop 1, the distance of lower limit face.Half is arranged on bent-up bar 2 in the preformed layer 3, to strengthen being connected of in-situ layer and preformed layer.
The present invention takes into full account the loading characteristic of plate, has made full use of the function of material, has guaranteed that the prefabricated and cast-in-place mating face of superimposed sheet is stressed jointly.Improved near the shear behavior of superimposed sheet bearing.Because it has just not only guaranteed the quality of superimposed sheet, and has had tangible economic advantages thing to the greatest extent.
Claims (1)
- A reinforced concrete sandwich plate by plate at the bottom of reinforcing bar, bent-up bar, stop and preformed layer form; Be characterized in that stop is " worker " font; By upper limit face, lower limit face; And the composition of the connector between upper limit face, lower limit face, the lower limit face of stop is arranged in preformed layer, and superimposed sheet thickness is controlled by the upper limit face of stop, the distance of lower limit face; Half is arranged on bent-up bar in the preformed layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012101044046A CN102635184A (en) | 2012-04-11 | 2012-04-11 | Reinforced concrete laminated slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012101044046A CN102635184A (en) | 2012-04-11 | 2012-04-11 | Reinforced concrete laminated slab |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102635184A true CN102635184A (en) | 2012-08-15 |
Family
ID=46619749
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2012101044046A Pending CN102635184A (en) | 2012-04-11 | 2012-04-11 | Reinforced concrete laminated slab |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102635184A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102912911A (en) * | 2012-11-10 | 2013-02-06 | 安徽建筑工业学院 | Strengthening and integral type splicing method for laminated slabs |
CN113250360A (en) * | 2021-07-14 | 2021-08-13 | 南通汉腾建筑科技有限公司 | Assembled precast concrete floor slab and production method thereof |
CN114197744A (en) * | 2021-12-16 | 2022-03-18 | 上海砼谦建筑科技有限公司 | Integrated prefabricated plate |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3763613A (en) * | 1970-01-14 | 1973-10-09 | H Wise | Composite concrete construction of two-way slabs and flat slabs |
CN101230668A (en) * | 2007-01-28 | 2008-07-30 | 邱则有 | Force-bearing type underplate component |
CN101230666A (en) * | 2007-01-28 | 2008-07-30 | 邱则有 | Basal plate for superposed sheet |
CN101605953A (en) * | 2006-12-22 | 2009-12-16 | 马塞勒·阿尔提翁 | Be used to handle the anchor of building unit, particularly concrete slab |
CN202519852U (en) * | 2012-04-11 | 2012-11-07 | 中国十七冶集团有限公司 | Concrete composite slab |
-
2012
- 2012-04-11 CN CN2012101044046A patent/CN102635184A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3763613A (en) * | 1970-01-14 | 1973-10-09 | H Wise | Composite concrete construction of two-way slabs and flat slabs |
CN101605953A (en) * | 2006-12-22 | 2009-12-16 | 马塞勒·阿尔提翁 | Be used to handle the anchor of building unit, particularly concrete slab |
CN101230668A (en) * | 2007-01-28 | 2008-07-30 | 邱则有 | Force-bearing type underplate component |
CN101230666A (en) * | 2007-01-28 | 2008-07-30 | 邱则有 | Basal plate for superposed sheet |
CN202519852U (en) * | 2012-04-11 | 2012-11-07 | 中国十七冶集团有限公司 | Concrete composite slab |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102912911A (en) * | 2012-11-10 | 2013-02-06 | 安徽建筑工业学院 | Strengthening and integral type splicing method for laminated slabs |
CN113250360A (en) * | 2021-07-14 | 2021-08-13 | 南通汉腾建筑科技有限公司 | Assembled precast concrete floor slab and production method thereof |
CN113250360B (en) * | 2021-07-14 | 2021-12-10 | 南通汉腾建筑科技有限公司 | Assembled precast concrete floor slab and production method thereof |
CN114197744A (en) * | 2021-12-16 | 2022-03-18 | 上海砼谦建筑科技有限公司 | Integrated prefabricated plate |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104060738A (en) | Reserved cast-in-situ strip assembly integral concrete floor slab | |
CN204001333U (en) | Prestressing force two-way ribs composite floor plate | |
CN102635184A (en) | Reinforced concrete laminated slab | |
CN208996279U (en) | A kind of unidirectional prestressing force two-way reinforced concrete laminated floor slab | |
CN202519852U (en) | Concrete composite slab | |
CN204609123U (en) | A kind of Steel concrete compound beam structure | |
CN201649433U (en) | Ribbed reinforced concrete prefabricated part plate | |
CN204899033U (en) | Shaped steel concrete combination flat beam | |
CN102733544B (en) | Pretension prestress composite beam prefabricated component having gaps and corbels | |
CN107938891B (en) | Laminated wall structure and manufacturing method thereof | |
CN106088437A (en) | A kind of superimposed sheet strengthening two-way transmission force property | |
CN106013562A (en) | Concrete laminated slab prefabricated part with two-way ribs | |
CN203701279U (en) | Novel hoop shear connector | |
CN201212126Y (en) | Reinforced concrete lining masonry combined main arch ring bridge | |
CN201521048U (en) | Reinforced concrete prefabricated part plate with rib | |
CN205677088U (en) | A kind of shaped steel combination structure floor built-in fitting device | |
CN104131709B (en) | The detachable rigidity aggrandizement apparatus of superimposed sheet | |
CN210828003U (en) | Prestressed concrete laminated slab for floor partition | |
CN204001331U (en) | Reserved cast-in-place band assembled integral concrete floor | |
CN102912911A (en) | Strengthening and integral type splicing method for laminated slabs | |
CN102003007A (en) | Ribbed reinforced concrete prefabricated slab | |
CN100489246C (en) | Laminated inverted T-shaped board | |
CN100545391C (en) | A kind of laminated reverse T-shaped board | |
CN101200928B (en) | Laminated slab | |
CN100535346C (en) | Precast-concrete form |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C12 | Rejection of a patent application after its publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120815 |