CN203961061U - A kind of ultrathin cement concrete steelframe partition wall system - Google Patents
A kind of ultrathin cement concrete steelframe partition wall system Download PDFInfo
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- CN203961061U CN203961061U CN201420316122.7U CN201420316122U CN203961061U CN 203961061 U CN203961061 U CN 203961061U CN 201420316122 U CN201420316122 U CN 201420316122U CN 203961061 U CN203961061 U CN 203961061U
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Abstract
The utility model discloses a kind of ultrathin cement concrete steelframe partition wall system, comprise the steel frame (1) being formed by steel pipe, it is characterized in that: also comprise transverse reinforcement (3), vertical reinforcement (4) on described steel frame (1), between described steel frame (1), transverse reinforcement (3) and vertical reinforcement (4), be filled with cement concrete (2); Described steel frame (1) is fixed on body of wall by corner brace (7) and expansion bolt (8); On described steel frame (1), be also provided with the template (5) being snapped in outside described steel pipe.The utility model adopts cement concrete steelframe partition wall system, meet numerous advantages such as waterproof, fire prevention, antidetonation, anti-hollowing, anti-cracking, also reduced the occupation of land to the interior space, alleviated the deadweight of building, and short construction period, construction cost reduces greatly.
Description
Technical field
The utility model relates to a kind of partition wall system of the realm of building construction, particularly a kind of ultrathin cement concrete steelframe partition wall system.
Background technology
In building trade field, the way of indoor partition has multiple.The way of every kind of partition wall has its different use function and drawback, wherein has the division of the functions such as sound insulation, waterproof, antidetonation.Common way is built by laying bricks or stones, GRC partition wall, metal steelframe add water mud pressure plare mesh plaster way, but every kind of method has its limitation.As: thickness of wall body, be greater than the intensity of 9CM guarantee body of wall, and working procedure more complicated, body of wall floor space is larger, the problem of many hidden danger of quality aspects such as wasting space, wall crazing, metope hollowing, structural strength.
Utility model content
In order to overcome above-mentioned defect, the technical problems to be solved in the utility model is to provide a kind of partition wall system, and a kind of ultrathin cement concrete steelframe partition wall system is especially provided, and has advantages of easy construction, reliable in quality, antidetonation, anti-hollowing, anti-cracking.
The utility model is that the technical scheme that solves the problems of the technologies described above employing is:
A kind of ultrathin cement concrete steelframe partition wall system, comprises the steel frame being formed by steel pipe, the transverse reinforcement on described steel frame, vertical reinforcement; Between described steel frame, transverse reinforcement and vertical reinforcement, be filled with cement concrete; Described steel frame is fixed on body of wall by corner brace and expansion bolt; On described steel frame, be also provided with the template being snapped in outside described steel pipe.
Described wooden template is wooden template.
Described template between described transverse reinforcement and vertical reinforcement is provided with bundle band.
Described steel-pipe welding forms steel frame.
Described steel frame cement concrete grouting is solidified and is formed partition wall main body.
The beneficial effect of the utility model technique scheme is:
Have advantages of that easy construction, reliable in quality, antidetonation, anti-hollowing, anti-cracking etc. are numerous, reduced the occupation of land to the interior space, alleviated the deadweight of building, and short construction period, construction cost reduces greatly.
Brief description of the drawings
Illustrate the utility model below in conjunction with accompanying drawing
Fig. 1 is the utility model structural representation;
Fig. 2 is the utility model steel frame and bar construction schematic diagram;
Fig. 3 is the fixing schematic diagram of the utility model;
In figure: 1-steel pipe frame, 2-cement concrete, 3-transverse reinforcement, 4-vertical reinforcement, the wooden template of 5-, 6-strapping, 7-corner brace, 8-expansion bolt
Detailed description of the invention
As shown in Figure 1, Figure 2, Figure 3 shows, described cement concrete steelframe partition wall system comprises steel frame 1, formed by cement concrete 2, transverse reinforcement 3 and vertical reinforcement 4, between described steel frame 1, transverse reinforcement 3 and vertical reinforcement 4, there is cement concrete 2 to fill, steel frame 1 is fixing by corner brace 7 and expansion bolt 8, also comprises and is snapped in the wooden template 5 on steel pipe and is bound in the bundle band 6 in the template 5 between described transverse reinforcement 3 and vertical reinforcement 4.
The thickness of described cement concrete 2 and steel frame 1 is 30mm, can a kind of ultrathin body of wall.
Described steel frame 1 spacing is 800mm-1200mm; Transverse reinforcement 3 spacing are 100mm-300mm; The spacing of vertical reinforcement 4 is 100mm-300mm.
Manufacturing process and the method for described cement concrete steelframe partition wall system are as follows:
One, centre keel is installed: the installation of centre keel should be selected the steel joist matching according to the thickness of wall body of construction requirement.Centre keel by day, corner brace 7 fixing, each corner brace must be fixed with 2 above setscrews, centre keel welds with corner brace.Centre keel is that the spacing of vertical reinforcement 4 is controlled between 800-1200mm.
Two, transverse reinforcement welding: the weld spacing of transverse reinforcement 3 is: between 100mm-300mm.
Three, vertical reinforced-bar-welding: the weld spacing of vertical reinforcement 4 is: between 100mm-300mm.
Four, horizontal, vertical reinforcing bar binding: reinforcing bar 3,4 adopts steel wire to carry out colligation anyhow.
Five, wooden form is installed in both sides: template 5 installation ground gaps must be filled with other material.Avoid spillage, tie up with steel pipe 1 and fix with bundle band 5, tie up spacing and can not be greater than 500mm.
Six, cement concrete grouting: cement concrete 2 grouting materials pour into the space of wooden form 5, can stir or mechanical agitation with artificial when perfusion.
Seven, form removal: temperature is in the time of 8-29 DEG C, and template must be removed complete in 24-48 hour.
Should be understood that, above-mentioned detailed description of the invention of the present utility model is only for exemplary illustration or explain principle of the present utility model, and do not form restriction of the present utility model.Therefore any amendment of, making, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model in the situation that not departing from spirit and scope of the present utility model.In addition, the utility model claims are intended to contain whole variations and the modification in the equivalents that falls into claims scope and border or this scope and border.
Claims (10)
1. a ultrathin cement concrete steelframe partition wall system, comprise the steel frame (1) being formed by steel pipe, it is characterized in that: also comprise transverse reinforcement (3), vertical reinforcement (4) on described steel frame (1), between described steel frame (1), transverse reinforcement (3) and vertical reinforcement (4), be filled with cement concrete (2); Described steel frame (1) is fixed on body of wall by corner brace (7) and expansion bolt (8).
2. ultrathin cement concrete steelframe partition wall system according to claim 1, is characterized in that: on described steel frame (1), be also provided with the template (5) being snapped in outside described steel pipe.
3. ultrathin cement concrete steelframe partition wall system according to claim 2, is characterized in that: the described template (5) between described transverse reinforcement (3) and vertical reinforcement (4) is provided with bundle band (6).
4. ultrathin cement concrete steelframe partition wall system according to claim 1, is characterized in that: described steel-pipe welding forms steel frame (1).
5. ultrathin cement concrete steelframe partition wall system according to claim 4, is characterized in that: described steel frame (1) cement concrete (2) grouting is solidified and formed partition wall main body.
6. ultrathin cement concrete steelframe partition wall system according to claim 1, is characterized in that: the thickness of described cement concrete (2) and steel frame (1) is 30mm.
7. ultrathin cement concrete steelframe partition wall system according to claim 1, is characterized in that: described steel frame (1) spacing is 800mm-1200mm.
8. ultrathin cement concrete steelframe partition wall system according to claim 1, is characterized in that: described transverse reinforcement (3) spacing is 100mm-300mm.
9. ultrathin cement concrete steelframe partition wall system according to claim 1, is characterized in that: the spacing of described vertical reinforcement (4) is 100mm-300mm.
10. ultrathin cement concrete steelframe partition wall system according to claim 2, is characterized in that: described template (5) is wooden template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420316122.7U CN203961061U (en) | 2014-06-13 | 2014-06-13 | A kind of ultrathin cement concrete steelframe partition wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420316122.7U CN203961061U (en) | 2014-06-13 | 2014-06-13 | A kind of ultrathin cement concrete steelframe partition wall system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203961061U true CN203961061U (en) | 2014-11-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420316122.7U Active CN203961061U (en) | 2014-06-13 | 2014-06-13 | A kind of ultrathin cement concrete steelframe partition wall system |
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| CN (1) | CN203961061U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138262A (en) * | 2018-09-12 | 2019-01-04 | 佛山市众从人安防技术有限公司 | A kind of tamper-proof plate and manufacturing method |
-
2014
- 2014-06-13 CN CN201420316122.7U patent/CN203961061U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138262A (en) * | 2018-09-12 | 2019-01-04 | 佛山市众从人安防技术有限公司 | A kind of tamper-proof plate and manufacturing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100097 Eastern decoration of the East District Office Building of Jin Yuan business center, Jin Yuan business center, Haidian District, Haidian District, Beijing, in the 69 century, the Eastern decoration of the three Bureau Patentee after: Built in East Decoration Co. Ltd. Address before: 100097 Eastern decoration of the East District Office Building of Jin Yuan business center, Jin Yuan business center, Haidian District, Haidian District, Beijing, in the 69 century, the Eastern decoration of the three Bureau Patentee before: Dongfang Decoration Design Engineering Co., Ltd. of China Construction Third Engineering Bureau |
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| CP01 | Change in the name or title of a patent holder |