CN204435855U - A kind of shear wall formwork structure of large volume radiation-proof concrete wall - Google Patents
A kind of shear wall formwork structure of large volume radiation-proof concrete wall Download PDFInfo
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- CN204435855U CN204435855U CN201520100631.0U CN201520100631U CN204435855U CN 204435855 U CN204435855 U CN 204435855U CN 201520100631 U CN201520100631 U CN 201520100631U CN 204435855 U CN204435855 U CN 204435855U
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- shear wall
- veneer
- stupefied
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Abstract
The utility model discloses a kind of shear wall formwork structure of large volume radiation-proof concrete wall, comprise be oppositely arranged veneer, be positioned at veneer external surface vertical stupefied, stupefied with described vertical stupefied vertically disposed horizontal stroke, through the split bolt of veneer, the horizontal stupefied both sides being fixed on described veneer by split bolt, in the described veneer be oppositely arranged, fluid concrete forms shear wall, shear wall side is provided with leveling device, opposite side is provided with steel pipe scaffold, and this shear wall formwork structure also comprises the oblique drawbar of adjustment mold plate verticality.The shear wall formwork of large volume radiation-proof concrete wall of the present utility model will found the stupefied and stupefied external surface being fixed on veneer of horizontal stroke by split bolt, veneer is fixed, and the verticality of template is adjusted by leveling device and oblique drawbar, ensure the stability of shear wall of the present utility model, avoid the deformation of member in work progress, effectively ensure that the construction quality of the common radiation shield concrete of superelevation thick wall large volume.
Description
Technical field
The utility model relates to the template system of building operations, particularly relates to a kind of shear wall formwork structure of large volume radiation-proof concrete wall.
Background technology
Common radiation shield concrete relies on its unit weight and thickness to reveal to prevent ray, and when thickness is certain, concrete compactness is larger, and common radiation-proof effect better.The main problem considered of common radiation shield concrete construction is: raw material select and mix-design, constuction joint indwelling position, consider concrete casting concrete vibrating mode, ensure concrete density, prevent concrete disintegration, prevent the cold seam of construction, temperature and shrink crack control, the technical problem such as concrete curing and striking time, the shear wall formwork complex structure of existing large volume radiation-proof concrete wall, and be difficult to the verticality ensureing template.
Utility model content
For the deficiencies in the prior art, technical problem to be solved in the utility model is to provide a kind of shear wall formwork structure ensureing the large volume radiation-proof concrete wall of the verticality of template, improve the stability of the shear wall of large volume radiation-proof concrete wall, installation and removal template is convenient.
In order to solve the problems of the technologies described above, the utility model is achieved through the following technical solutions: a kind of shear wall formwork structure of large volume radiation-proof concrete wall, comprise the veneer be oppositely arranged, be positioned at the vertical stupefied of described veneer external surface, stupefied with described vertical stupefied vertically disposed horizontal stroke, through the split bolt of described veneer, the stupefied both sides being fixed on described veneer by split bolt of described horizontal stroke, in the described veneer be oppositely arranged, fluid concrete forms shear wall, described shear wall side is provided with leveling device, opposite side is provided with steel pipe scaffold, this shear wall formwork structure also comprises the oblique drawbar of adjustment mold plate verticality.The shear wall formwork of large volume radiation-proof concrete wall of the present utility model will found the stupefied and stupefied external surface being fixed on veneer of horizontal stroke by split bolt, veneer is fixed, and the verticality of template is adjusted by leveling device and oblique drawbar, ensure the stability of the shear wall of large volume radiation-proof concrete wall of the present utility model.
Further, described leveling device comprises vertical rod in length and breadth, in length and breadth horizon bar and the jacking mechanism between the end and split bolt of described horizon bar in length and breadth; The spacing of described vertical rod is in length and breadth 900mm, and the spacing of described horizon bar is in length and breadth 1800mm.
As the improvement of such scheme, the lumps of wood of described vertical stupefied employing 80 × 80mm, spacing is 225mm; The stupefied employing diameter of described horizontal stroke is 48mm, and thickness is the steel pipe of 3mm, and spacing is 450mm.
As the improvement of such scheme, the angle of inclination of described oblique drawbar is 45 °, and the diameter of oblique drawbar is 12mm, and spacing is 4500mm.
As the improvement of such scheme, arranging level in described shear wall and being vertically four row's diameters is 18mm, and spacing is the reinforcing bar of 150mm.
Further, described split bolt medium position is provided with the thick steel plate for 3mm, and the spacing between split bolt is not less than 450mm.
As the improvement of such scheme, the thickness of described veneer is 18mm.
Relative to prior art, the beneficial effects of the utility model are: the shear wall formwork structure formwork of large volume radiation-proof concrete wall of the present utility model is reliable, avoid the deformation of member in work progress, effectively ensure that the construction quality of the common radiation shield concrete of superelevation thick wall large volume; The shear wall formwork of large volume radiation-proof concrete wall of the present utility model will found the stupefied and stupefied external surface being fixed on veneer of horizontal stroke by split bolt, veneer is fixed, and the verticality of template is adjusted by leveling device and oblique drawbar, ensure the stability of the shear wall of large volume radiation-proof concrete wall of the present utility model, shear wall formwork reasonable in design of the present utility model, installation and removal template are convenient, cost of manufacture is low, integral rigidity and intensity good.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the utility model embodiment, be briefly described to the accompanying drawing of embodiment below.
Fig. 1 is the structural representation of the shear wall formwork structure of the large volume radiation-proof concrete wall of the utility model preferred embodiment.
Fig. 2 is the reinforcing bar distribution schematic diagram in the shear wall of the large volume radiation-proof concrete wall of the utility model preferred embodiment.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
As shown in Figure 1, it is the shear wall formwork structural representation of the large volume radiation-proof concrete wall of the utility model preferred embodiment, the shear wall formwork structure of large volume radiation-proof concrete wall of the present utility model comprises the veneer 10 be oppositely arranged, be positioned at the vertical stupefied of described veneer 10 external surface, with described vertical stupefied vertically disposed horizontal stroke stupefied 20, through the split bolt 30 of described veneer, described horizontal stroke stupefied 20 is fixed on the both sides of described veneer 10 by split bolt 30, preferably, the thickness of described veneer 10 is 18mm, the lumps of wood of described vertical stupefied employing 80 × 80mm, spacing is 225mm, described horizontal stroke stupefied 20 adopts diameters to be 48mm, and thickness is the steel pipe of 3mm, and spacing is 450mm, and every two steel pipes form one group and match with split bolt 30, by vertical stupefied, horizontal stupefied 20 and split bolt 30 veneer 10 is fixed, thus realize fixing of shear wall formwork.Described split bolt 30 medium position is provided with the thick steel plate for 3mm, and prevent ray from revealing, the spacing between split bolt 30 is not less than 450mm.In the described veneer 10 be oppositely arranged, fluid concrete forms shear wall, arranging level in described shear wall and being vertically four row's diameters is 18mm, spacing is the reinforcing bar of 150mm, certain space is left in the middle of it, construct for interior maneuver, reinforcing bar is moved to respectively the both sides of wall, as shown in Figure 2.Described shear wall side is provided with leveling device 40, opposite side is provided with steel pipe scaffold 50, this shear wall formwork structure also comprises the oblique drawbar 60 of adjustment mold plate verticality, preferably, the angle of inclination of described oblique drawbar 60 is 45 °, and the diameter of oblique drawbar 60 is 12mm, and spacing is 4500mm, described leveling device 40 and oblique drawbar 60, for adjusting the verticality of template, ensure the stability of the shear wall of large volume radiation-proof concrete wall of the present utility model.
Further, in an embodiment of the present utility model, described leveling device 40 comprises vertical rod in length and breadth 41, in length and breadth horizon bar 42 and the jacking mechanism 43 between the end and split bolt 30 of described horizon bar in length and breadth 42; The spacing of described vertical rod in length and breadth 41 is 900mm, and the spacing of described horizon bar in length and breadth 42 is 1800mm.
The shear wall formwork structure formwork of large volume radiation-proof concrete wall of the present utility model is reliable, avoids the deformation of member in work progress, effectively ensure that the construction quality of the common radiation shield concrete of superelevation thick wall large volume; Vertical stupefied and horizontal stroke stupefied 20 are fixed on the external surface of veneer 10 by the shear wall formwork of large volume radiation-proof concrete wall of the present utility model by split bolt 30, veneer 10 is fixed, and the verticality of template is adjusted by leveling device 40 and oblique drawbar 60, ensure the stability of the shear wall of large volume radiation-proof concrete wall of the present utility model, shear wall formwork reasonable in design of the present utility model, installation and removal template are convenient, cost of manufacture is low, integral rigidity and intensity good.
Above disclosedly be only preferred embodiment of the present utility model, certainly can not limit the interest field of the utility model with this, therefore according to the equivalent variations that the utility model claim is done, still belong to the scope that the utility model is contained.
Claims (7)
1. the shear wall formwork structure of a large volume radiation-proof concrete wall, it is characterized in that: comprise be oppositely arranged veneer, be positioned at described veneer external surface vertical stupefied, stupefied with described vertical stupefied vertically disposed horizontal stroke, through the split bolt of described veneer, the stupefied both sides being fixed on described veneer by split bolt of described horizontal stroke, in the described veneer be oppositely arranged, fluid concrete forms shear wall, described shear wall side is provided with leveling device, opposite side is provided with steel pipe scaffold, and this shear wall formwork structure also comprises the oblique drawbar of adjustment mold plate verticality.
2. the shear wall formwork structure of large volume radiation-proof concrete wall as claimed in claim 1, is characterized in that: described leveling device comprises vertical rod in length and breadth, in length and breadth horizon bar and the jacking mechanism between the end and split bolt of described horizon bar in length and breadth; The spacing of described vertical rod is in length and breadth 900mm, and the spacing of described horizon bar is in length and breadth 1800mm.
3. the shear wall formwork structure of large volume radiation-proof concrete wall as claimed in claim 1, is characterized in that: the lumps of wood of described vertical stupefied employing 80 × 80mm, and spacing is 225mm; The stupefied employing diameter of described horizontal stroke is 48mm, and thickness is the steel pipe of 3mm, and spacing is 450mm.
4. the shear wall formwork structure of large volume radiation-proof concrete wall as claimed in claim 1, it is characterized in that: the angle of inclination of described oblique drawbar is 45 °, the diameter of oblique drawbar is 12mm, and spacing is 4500mm.
5. the shear wall formwork structure of large volume radiation-proof concrete wall as claimed in claim 1, is characterized in that: arranging level in described shear wall and being vertically four row's diameters is 18mm, and spacing is the reinforcing bar of 150mm.
6. the shear wall formwork structure of large volume radiation-proof concrete wall as claimed in claim 1, is characterized in that: described split bolt medium position is provided with the thick steel plate for 3mm, and the spacing between split bolt is not less than 450mm.
7. the shear wall formwork structure of large volume radiation-proof concrete wall as claimed in claim 1, is characterized in that: the thickness of described veneer is 18mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520100631.0U CN204435855U (en) | 2015-02-12 | 2015-02-12 | A kind of shear wall formwork structure of large volume radiation-proof concrete wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520100631.0U CN204435855U (en) | 2015-02-12 | 2015-02-12 | A kind of shear wall formwork structure of large volume radiation-proof concrete wall |
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| CN204435855U true CN204435855U (en) | 2015-07-01 |
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| CN201520100631.0U Expired - Fee Related CN204435855U (en) | 2015-02-12 | 2015-02-12 | A kind of shear wall formwork structure of large volume radiation-proof concrete wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604316A (en) * | 2016-03-08 | 2016-05-25 | 中国五冶集团有限公司 | Connection structure of shear wall and floor and construction method of connection structure |
-
2015
- 2015-02-12 CN CN201520100631.0U patent/CN204435855U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604316A (en) * | 2016-03-08 | 2016-05-25 | 中国五冶集团有限公司 | Connection structure of shear wall and floor and construction method of connection structure |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150701 Termination date: 20210212 |
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| CF01 | Termination of patent right due to non-payment of annual fee |