CN2627098Y - Steel skeleton lightweight concrete board - Google Patents
Steel skeleton lightweight concrete board Download PDFInfo
- Publication number
- CN2627098Y CN2627098Y CN 03261301 CN03261301U CN2627098Y CN 2627098 Y CN2627098 Y CN 2627098Y CN 03261301 CN03261301 CN 03261301 CN 03261301 U CN03261301 U CN 03261301U CN 2627098 Y CN2627098 Y CN 2627098Y
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- steel
- light weight
- reinforcement
- lightweight concrete
- concrete
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Abstract
The utility model relates to a steel bone light concrete plate which comprises a steel frame and a light concrete cast in the steel frame; wherein the steel frame comprises two reinforcement nets provided on the top and at the bottom which is characterized in that the steel frame also comprises supporting bars in rows; wherein the supporting bars are provided between the two reinforcement nets in the transversal direction and the lengthwise direction. The supporting bars are triangular forms and the two ends of the supporting bar are respectively welded on the two reinforcement nets. Embedded parts are respectively welded on the four sides of the reinforcement nets and will be welded on adjacent plates or adjacent steel elements when being in the use. The utility model has the advantages of simple structure, reasonable loading. The steel bone light concrete plate can resist a relative big vertical force and a big shearing force, has sound strength and can be used widely in various building structure systems, such as a partition plate, a roof slab, a floor slab and sometimes a load-bearing exterior wall in some buildings.
Description
Technical field
The utility model relates to a kind of building unit, particularly about a kind of lightweight concrete slab with cage of reinforcement.
Background technology
Existing light roof board, partition board etc. in manufacturing process, mainly are to adopt material such as shaping mould light filling concrete to make, and in order to improve the bulk strength of sheet material, some also folds up cloth or reinforcing bar etc. in expanded material.However, adopt the globality of the plate body structure that these methods make still relatively poor, when plate body was a bit stressed, this stress point load-bearing was very big, and power can not be delivered to whole plate body well.For improving this force-bearing situation, some design is to set in advance cage of reinforcement, pours into a mould lightweight concrete material then in skeleton, makes the globality of sheet material obtain bigger raising.But the setting of this cage of reinforcement also has some unreasonable parts, between two reinforced surface nets, vertically be provided with stud such as it, when the plate body bearing load, what the stud of stress point bore is vertical force, and not only to bear vertical force away from the stud of stress point, also will bear cross shear, and this structure Design is unfavorable for bearing shearing force; Stud only is arranged on the surrounding of two reinforced surface nets in addition, at the plate body middle part stud is not set but, and it does not still form a complete integral skeleton structure.
Summary of the invention
At the problems referred to above, the purpose of this utility model provides that a kind of intensity is higher, and globality is better, and in building operations steel reinforced lightweight concrete plate easy to connect.
For achieving the above object, the utility model is taked technical scheme: a kind of steel reinforced lightweight concrete plate, it comprises by cage of reinforcement and the light weight concrete construction that is cast between the described cage of reinforcement and forming, described cage of reinforcement comprises two reinforced surface nets that are arranged on top and bottom, it is characterized in that: it also comprises being arranged between described two reinforced surface nets indulges, transverse rows of brace rod, the setting triangular in shape of described brace rod, and its two ends are welded on respectively on described two reinforced surface nets, are welded with the built-in fitting with adjacent plate body or steel part welding around described two reinforced surface nets respectively.
Be provided with insulation central layer in parallel between described two reinforced surface nets, described insulation central layer is penetrated by described brace rod, and and leave the gap between described two reinforced surface nets, the two sides of described insulation central layer is respectively arranged with the vertical dovetail groove that is connected with described light weight concrete construction.
Described insulation central layer can be a kind of in polyphenylene heat insulation slab, polyurethane foam board, the phenolic foam plate.
Be provided with some longitudinal holes in the light weight concrete construction between the described brace rod that sets in a row.
Described light weight concrete construction can be to add the foam concrete that 30% above flyash is arranged, and also can be light weight aggregate concrete.
The utility model is owing to take above design, it has the following advantages: 1, the utility model is owing to be provided with vertical between two reinforced surface nets, transverse rows of brace rod, make cage of reinforcement all form an interconnected integral body at the plate body each point, no matter can promptly be delivered to whole plate body in that of plate body is stressed along skeleton, particularly brace rod adopts the triangle connected mode, make it not only can bear vertical force, but also can bear shearing force well, make and the utlity model has extraordinary intensity, not only can be used as internal partition wall, roof panel and floor use, and can also use as the load-bearing exterior wall of some building.2, the utility model is owing to be provided with built-in fitting around reinforced surface net, and the sheet material after therefore being shaped can be welded to each other by built-in fitting with accessories such as adjacent sheet metal and girder steels easily, and the globality of building and shock resistance are improved greatly.3, the utility model is owing to be provided with the insulation central layer in the middle of cage of reinforcement, and the insulation central layer two surfaces be provided with dovetail groove longitudinally, therefore the sheet material of producing not only has incubation and thermal insulation function, and the strong bonded of warming plate and light weight concrete construction, also provide favorable shock resistance for concrete pavement.4, the utility model when therefore using in relatively more hot place, can make body of wall have good ventilated performance owing to by setting in advance the mode of tube core, produce some longitudinal holes in the concrete between the brace rod that sets in a row.5, the utility model is owing to adopt to add the foam concrete of 30% above flyash, its light weight, and intensity is good, and the supporting capacity height can also reduce cost.The utility model is simple in structure, easy construction, and it can be widely used in the various architectural structure systems as partition board, roof panel, floor, also can be used as the load-bearing exterior wall of some building.
Description of drawings
Fig. 1 is the utility model structural representation
Fig. 2 is the structural representation that the utlity model has the insulation central layer
Fig. 3 is the structural representation that the utlity model has longitudinal hole
The specific embodiment
As shown in Figure 1, the utility model comprises by cage of reinforcement 1 and light weight concrete construction 2 materials that are cast between the described cage of reinforcement and forming that light weight concrete construction 2 can be to add the foam concrete that 30% above flyash is arranged, and also can be light weight aggregate concrete etc.Cage of reinforcement 1 comprises two reinforced surface nets 11,12 that are arranged on top and bottom, between two reinforced surface nets 11,12, be provided with vertical, horizontal brace rod in a row 13, brace rod 13 settings triangular in shape, the two ends of brace rod 13 are welded on respectively on two reinforced surface nets 11,12, around two reinforced surface nets 11,12, be welded with built-in fitting 14 respectively, with back and adjacent plate body or the steel part welding of being shaped at plate body.
As shown in Figure 2, the utlity model has thermal and insulating performance preferably, can between two reinforced surface nets 11,12, insulation central layer 15 in parallel be set, be respectively arranged with some dovetail grooves 16 along the sheet material longitudinal extension on two surfaces of insulation central layer 5 in order to make.During making, earlier brace rod 13 is passed insulation central layer 15, the two ends with brace rod 13 are welded on respectively on two reinforced surface nets 11,12 again, then cast lightweight concrete material 2 in the gap between insulation central layer 15 two sides and reinforced surface net 11,12.
In the foregoing description, insulation central layer 15 can adopt polyphenylene heat insulation slab, polyurethane foam board, phenolic foam plate etc., also can between two reinforced surface nets 11,12 heat insulating materials such as soft rock wool, glass fiber be set.
As shown in Figure 3, the utlity model has ventilated preferably performance in order to make, some longitudinal holes 17 can be set in the light weight concrete construction between the brace rod 13 that sets in a row, when it is made, earlier in the cavity between two brace rods 13 some square tube or pipes as tube core are set vertically, cast light weight concrete construction 2 in cage of reinforcement 1 again, treat that it solidifies a little after, just extract tube core out, thereby formed some longitudinal holes 17 that are arranged in the sheet material.
Claims (6)
1, a kind of steel reinforced lightweight concrete plate, it comprises by cage of reinforcement and the light weight concrete construction that is cast between the described cage of reinforcement and forming, described cage of reinforcement comprises two reinforced surface nets that are arranged on top and bottom, it is characterized in that: it also comprises and is arranged on vertical, horizontal brace rod in a row between described two reinforced surface nets, the setting triangular in shape of described brace rod, and its two ends are welded on respectively on described two reinforced surface nets, are welded with the built-in fitting with adjacent plate body or steel part welding around described two reinforced surface nets respectively.
2, steel reinforced lightweight concrete plate as claimed in claim 1, it is characterized in that: between described two reinforced surface nets, be provided with insulation central layer in parallel, the two sides of described insulation central layer is respectively arranged with the vertical dovetail groove that is connected with described light weight concrete construction, described insulation central layer is penetrated by described brace rod, and and described two reinforced surface nets between leave the gap.
3, steel reinforced lightweight concrete plate as claimed in claim 2 is characterized in that: described insulation central layer is a kind of in polyphenylene heat insulation slab, polyurethane foam board, the phenolic foam plate.
4, steel reinforced lightweight concrete plate as claimed in claim 1 is characterized in that: be provided with some longitudinal holes in the light weight concrete construction between the brace rod that sets in a row.
5, as claim 1 or 2 or 3 or 4 described steel reinforced lightweight concrete plates, it is characterized in that: described light weight concrete construction is for adding the foam concrete that 30% above flyash is arranged.
6, as claim 1 or 2 or 3 or 4 described steel reinforced lightweight concrete plates, it is characterized in that: described light weight concrete construction is a light weight aggregate concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03261301 CN2627098Y (en) | 2003-05-20 | 2003-05-20 | Steel skeleton lightweight concrete board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03261301 CN2627098Y (en) | 2003-05-20 | 2003-05-20 | Steel skeleton lightweight concrete board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2627098Y true CN2627098Y (en) | 2004-07-21 |
Family
ID=34255140
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03261301 Expired - Lifetime CN2627098Y (en) | 2003-05-20 | 2003-05-20 | Steel skeleton lightweight concrete board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2627098Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493594A (en) * | 2011-12-06 | 2012-06-13 | 上海大秦新型建材有限公司 | High strength light wall plate |
| CN104110095A (en) * | 2014-07-07 | 2014-10-22 | 深圳海龙建筑制品有限公司 | Pre-cast shear wall and production method thereof |
| CN104695661A (en) * | 2015-02-12 | 2015-06-10 | 深圳市卓宝科技股份有限公司 | Steel structure integrated system |
| CN106401055A (en) * | 2016-09-13 | 2017-02-15 | 西南科技大学 | Prefabricated light partition board |
| CN107060154A (en) * | 2017-01-09 | 2017-08-18 | 杨录 | Wall pours forming method and pours shaping wall |
| CN107816167A (en) * | 2017-10-30 | 2018-03-20 | 浙江发恩集成房屋有限公司 | A kind of lightweight composite multifunction wall and its production technology |
| CN108812415A (en) * | 2018-06-05 | 2018-11-16 | 成都晟兴牧业机械有限公司 | A kind of henhouse power outage security protective device |
| CN114182874A (en) * | 2021-12-28 | 2022-03-15 | 杨博 | Method for preparing high-performance composite wallboard by using waste building garbage or industrial waste residues |
-
2003
- 2003-05-20 CN CN 03261301 patent/CN2627098Y/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493594A (en) * | 2011-12-06 | 2012-06-13 | 上海大秦新型建材有限公司 | High strength light wall plate |
| CN102493594B (en) * | 2011-12-06 | 2014-05-07 | 上海大秦新型建材有限公司 | High strength light wall plate |
| CN104110095A (en) * | 2014-07-07 | 2014-10-22 | 深圳海龙建筑制品有限公司 | Pre-cast shear wall and production method thereof |
| CN104695661A (en) * | 2015-02-12 | 2015-06-10 | 深圳市卓宝科技股份有限公司 | Steel structure integrated system |
| CN106401055A (en) * | 2016-09-13 | 2017-02-15 | 西南科技大学 | Prefabricated light partition board |
| CN107060154A (en) * | 2017-01-09 | 2017-08-18 | 杨录 | Wall pours forming method and pours shaping wall |
| CN107816167A (en) * | 2017-10-30 | 2018-03-20 | 浙江发恩集成房屋有限公司 | A kind of lightweight composite multifunction wall and its production technology |
| CN108812415A (en) * | 2018-06-05 | 2018-11-16 | 成都晟兴牧业机械有限公司 | A kind of henhouse power outage security protective device |
| CN114182874A (en) * | 2021-12-28 | 2022-03-15 | 杨博 | Method for preparing high-performance composite wallboard by using waste building garbage or industrial waste residues |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20130520 Granted publication date: 20040721 |