CN205314269U - One -way superimposed sheet of concrete side inter -plate seam construction - Google Patents
One -way superimposed sheet of concrete side inter -plate seam construction Download PDFInfo
- Publication number
- CN205314269U CN205314269U CN201521058875.3U CN201521058875U CN205314269U CN 205314269 U CN205314269 U CN 205314269U CN 201521058875 U CN201521058875 U CN 201521058875U CN 205314269 U CN205314269 U CN 205314269U
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- China
- Prior art keywords
- concrete
- superimposed sheet
- additional
- prefabricated panel
- unidirectional superimposed
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- 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.)
- Expired - Fee Related
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Abstract
The utility model relates to an one -way superimposed sheet of concrete side inter -plate seam construction belongs to the building structure field, and this design comprises the one -way superimposed sheet prefabricated panel of concrete, additional muscle, additional wire net and the cast in situ concrete of hanging. Concrete combined slab prefabricated panel need not preformed reinforcement bar when putting into production the side, the additional bar all can behind the concreting, can form the integrative board side concatenation seam of concrete combined slab panel according to physical length processing preparation at the bottom of additional wire net, the board. This kind of structure does not change original force -bearing mode, can prevent effectively again that the crack from appearing in piece department.
Description
Technical field
This utility model is a kind of concrete unidirectional superimposed sheet side splicing seams structure, belongs to building structure field.
Background technology
Current concrete folding plate is widely used in assembled architecture, due to unidirectional superimposed sheet simple structure, and design, easy construction and be easily achieved large-scale production, therefore it is widely used. Present stage, due to building room modulus disunity, limited by manufacturer's mould modulus, therefore when arranging unidirectional superimposed sheet according to room, the meeting cast-in-place region of appearance in various degree, but existing unidirectional superimposed sheet structure node is not suitable for equipment and reserves, and therefore adds superimposed sheet production difficulty.
Utility model content
The purpose of this utility model is to provide a kind of concrete unidirectional superimposed sheet side splicing seams structure, strengthens seam crossing bond strength with simple structure, thus effectively preventing junction from crack occur, improves building globality; Simultaneously by being arranged between two pieces of unidirectional superimposed sheets will watering region, facilitate equipment cave entrance reservation, raising superimposed sheet production efficiency.
For achieving the above object, this utility model is by the following technical solutions: hung muscle formed by additional between concrete unidirectional superimposed sheet prefabricated panel, the additional steel wire in plate top and plate, the unidirectional superimposed sheet prefabricated panel of described concrete at least two pieces, it is analog-U shaped for adding between described plate and hanging muscle, its top is horizontal-extending to both sides, described additional hanging muscle and be placed between the unidirectional superimposed sheet prefabricated panel of adjacent concrete, the additional steel wire in described plate top is laid in concrete unidirectional superimposed sheet prefabricated panel end face in-situ layer.
Further, when described concrete unidirectional superimposed sheet prefabricated panel side produces, reinforcing bar does not stretch out.
Compared with prior art, this utility model has the advantages that concrete folding plate prefabricated panel side is without reserved steel bar, cast-in-place region is arranged between two pieces of superimposed sheets, do not changing force way, under the premise of reinforced seam place bond strength, facilitate electric cave entrance reservation, make design, light fixture reserved location work is reduced when superimposed sheet produces, very high workload and production efficiency, after casting concrete, the plate side splicing seam of concrete folding plate panel one can be formed, this structure, do not change original force way, can effectively prevent edge joint position from crack occurring again.
Accompanying drawing explanation
For this utility model is described further, the drawings and specific embodiments are set forth below.
Fig. 1 this utility model structural representation.
Detailed description of the invention
As shown in Figure 1, the unidirectional superimposed sheet side panel seam structure of a kind of concrete, by the unidirectional superimposed sheet prefabricated panel 1 of concrete, additional at the bottom of plate hang the additional steel wire 3 of muscle 2 and plate top and form, the unidirectional superimposed sheet prefabricated panel of described concrete 1 at least two piece, concrete unidirectional superimposed sheet prefabricated panel 1 side end face no-reinforcing-bar, at the bottom of described plate, the additional muscle 2 that hangs is in analog-U shaped, there is horizontal segment its both sides, top, additional at the bottom of described plate hang muscle 2 and be placed between the unidirectional superimposed sheet prefabricated panel 1 of adjacent concrete, the additional steel wire in described plate top 3 is laid in the unidirectional superimposed sheet prefabricated panel 1 end face in-situ layer 4 of concrete.
It is clear that above-mentioned embodiment is only one of them embodiment of the present utility model, any simple modifications made in this utility model structure or principle belongs to protection domain of the present utility model.
Claims (1)
1. the unidirectional superimposed sheet side panel seam structure of concrete, it is characterized in that being hung muscle formed by additional between concrete unidirectional superimposed sheet prefabricated panel, the additional steel wire in plate top and plate, the unidirectional superimposed sheet prefabricated panel of described concrete at least two pieces, it is analog-U shaped for adding between described plate and hanging muscle, its top is horizontal-extending to both sides, described additional hanging muscle and be placed between the unidirectional superimposed sheet prefabricated panel of adjacent concrete, the additional steel wire in described plate top is laid in concrete unidirectional superimposed sheet prefabricated panel end face in-situ layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521058875.3U CN205314269U (en) | 2015-12-18 | 2015-12-18 | One -way superimposed sheet of concrete side inter -plate seam construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521058875.3U CN205314269U (en) | 2015-12-18 | 2015-12-18 | One -way superimposed sheet of concrete side inter -plate seam construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205314269U true CN205314269U (en) | 2016-06-15 |
Family
ID=56186549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521058875.3U Expired - Fee Related CN205314269U (en) | 2015-12-18 | 2015-12-18 | One -way superimposed sheet of concrete side inter -plate seam construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205314269U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035005A (en) * | 2017-04-19 | 2017-08-11 | 中建四局第三建筑工程有限公司 | A kind of superimposed sheet plate stitch construction treating methods and its structure |
| CN110847466A (en) * | 2019-11-14 | 2020-02-28 | 中国建筑第二工程局有限公司 | Splicing and reinforcing construction method for prefabricated laminated slab |
-
2015
- 2015-12-18 CN CN201521058875.3U patent/CN205314269U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035005A (en) * | 2017-04-19 | 2017-08-11 | 中建四局第三建筑工程有限公司 | A kind of superimposed sheet plate stitch construction treating methods and its structure |
| CN110847466A (en) * | 2019-11-14 | 2020-02-28 | 中国建筑第二工程局有限公司 | Splicing and reinforcing construction method for prefabricated laminated slab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20160615 Termination date: 20161218 |