CN102635184A - Reinforced concrete laminated slab - Google Patents

Reinforced concrete laminated slab Download PDF

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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
Application number
CN2012101044046A
Other languages
Chinese (zh)
Inventor
刘守城
刘运林
尹万云
丁克伟
何兆芳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China MCC17 Group Co Ltd
Original Assignee
China MCC17 Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN2012101044046A priority Critical patent/CN102635184A/en
Publication of CN102635184A publication Critical patent/CN102635184A/en
Pending legal-status Critical Current

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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

The reinforced concrete sandwich plate
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)

  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.
CN2012101044046A 2012-04-11 2012-04-11 Reinforced concrete laminated slab Pending CN102635184A (en)

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

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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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

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Application publication date: 20120815