CN203867065U - Integral casting ring beam for buildings - Google Patents
Integral casting ring beam for buildings Download PDFInfo
- Publication number
- CN203867065U CN203867065U CN201420098885.9U CN201420098885U CN203867065U CN 203867065 U CN203867065 U CN 203867065U CN 201420098885 U CN201420098885 U CN 201420098885U CN 203867065 U CN203867065 U CN 203867065U
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- CN
- China
- Prior art keywords
- cross rib
- wall
- brick
- wall board
- integral casting
- Prior art date
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- Expired - Fee Related
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Abstract
The utility model discloses an integral casting ring beam for buildings. The integral casting ring beam comprises a brick wall and a concave brick die, wherein at least two shortened precast floor slabs are transversely arranged in the brick wall; the top end of the concave brick die is fixed on the brick wall; the bottom of the concave brick die penetrates through a cross rib and is fixed in a concrete layer; steel hoops are mounted in the positions close to two ends of the cross rib; an adjustable structure is adopted between each steel hoop and the cross rib; outer wall slabs are further arranged on the cross rib and vertically penetrate through the cross rib; a cross beam is arranged in the positions close to the bottoms of the outer wall slabs; two ends of the cross beam are connected with the outer wall slabs through internal steel nails; and a steel wire mesh penetrates through the cross beam. According to the integral casting ring beam for the buildings, the concave brick die is adopted to replace a template and is built once with the wall, so that procedures of setting up and dismounting the template are omitted, the workload is reduced, the construction time is saved, and simultaneously, the integral casting ring beam has good bearing cavity and anti-seismic performance.
Description
Technical field
The utility model relates to a kind of collar tie beam, particularly the whole collar tie beam that waters of a kind of building.
Background technology
The collar tie beam of general building adopts reinforced concrete structure mostly, and its major defect is: one, building operations program is complicated, and the amount of labour is large, long in time limit, and produces a large amount of building wastes; Two, between collar tie beam and floor, there is no reliable drawknot, antidetonation, waterproof and heat insulation effect are difficult to the state that reaches desirable; Three, in building operations, need a large amount of templates, and install and dismounting trouble very all, greatly increased workload, extended the construction period.Simultaneously general collar tie beam design is also unstable on switching performance, and the phenomenon such as may occur subsiding, causes the generation of safe condition.Therefore, need better for these problems, make better design, just can better be for used in construction.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, a kind of workload that reduced is provided, saved the engineering time, have the whole collar tie beam that waters of building of good supporting capacity and anti-seismic performance simultaneously.
To achieve these goals, the technical solution adopted in the utility model is such: the whole collar tie beam that waters of building of the present utility model, comprise brick wall body, in brick wall body, be laterally provided with and subtract length precast floor slab, subtract length precast floor slab and be at least two, also comprise spill stock mould, concave brick die tip is fixed on brick wall body, spill stock mould bottom is fixed in layer of concrete through a cross rib, cross rib is provided with stirrup near place, both ends, between stirrup and cross rib, adopt adjustable structure, on cross rib, be also provided with outer wall board, outer wall board is vertically through cross rib setting, outer wall board is provided with crossbeam near place, bottom, crossbeam two ends are connected with outer wall board by built-in steel nail, in crossbeam, be equipped with gauze wire cloth.
Further, as a kind of concrete form of structure, between outer wall board described in the utility model and crossbeam, be provided with voussoir.
Further, as a kind of concrete form of structure, in outer wall board described in the utility model, be provided with adiabator layer.
Compared with prior art, the utility model has the advantage of: the whole collar tie beam that waters of this building is owing to adopting spill stock mould to replace template and be once built into body of wall, cancelled the operation of building and dismantle template, reduced workload, save the engineering time, there is good supporting capacity and anti-seismic performance simultaneously.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. brick wall body; 2. subtract length precast floor slab; 3. spill stock mould; 4. cross rib; 5. stirrup; 6. layer of concrete; 7. outer wall board; 8. crossbeam; 9. gauze wire cloth.
The specific embodiment
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, basic structure of the present utility model is only described in a schematic way, so it only show the formation relevant with the utility model.
The whole preferred embodiment that waters collar tie beam of the utility model building as shown in Figure 1, comprise brick wall body 1, interior being laterally provided with of brick wall body 1 subtracts length precast floor slab 2, subtract length precast floor slab 2 and be at least two, also comprise spill stock mould 3, spill stock mould 3 tops are fixed on brick wall body 1, spill stock mould 3 bottoms are fixed in layer of concrete 6 through a cross rib 4, cross rib 4 is provided with stirrup 5 near place, both ends, between stirrup 5 and cross rib 4, adopt adjustable structure, on cross rib 4, be also provided with outer wall board 7, outer wall board 7 is vertical to be arranged through cross rib 4, outer wall board 7 is provided with crossbeam 8 near place, bottom, crossbeam 8 two ends are connected with outer wall board 7 by built-in steel nail, in crossbeam 8, be equipped with gauze wire cloth 9, between described outer wall board 7 and crossbeam 8, be provided with voussoir, in described outer wall board 7, be provided with adiabator layer.
The whole collar tie beam that waters of building of the present utility model, owing to adopting spill stock mould 3 to replace template and be once built into body of wall, has been cancelled the operation of building and dismantle template, has reduced workload, has saved the engineering time, has good supporting capacity and anti-seismic performance simultaneously.
The above-mentioned foundation desirable embodiment of the present utility model of take is enlightenment, and by above-mentioned description, relevant staff can, within not departing from the scope of this utility model technological thought, carry out various change and modification completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to claim scope.
Claims (3)
1. build the whole collar tie beam that waters for one kind, comprise brick wall body, it is characterized in that: in brick wall body, be laterally provided with and subtract length precast floor slab, subtract length precast floor slab and be at least two, also comprise spill stock mould, concave brick die tip is fixed on brick wall body, spill stock mould bottom is fixed in layer of concrete through a cross rib, cross rib is provided with stirrup near place, both ends, between stirrup and cross rib, adopt adjustable structure, on cross rib, be also provided with outer wall board, outer wall board is vertically through cross rib setting, outer wall board is provided with crossbeam near place, bottom, crossbeam two ends are connected with outer wall board by built-in steel nail, in crossbeam, be equipped with gauze wire cloth.
2. the whole collar tie beam that waters of building according to claim 1, is characterized in that: between described outer wall board and crossbeam, be provided with voussoir.
3. the whole collar tie beam that waters of building according to claim 1, is characterized in that: in described outer wall board, be provided with adiabator layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420098885.9U CN203867065U (en) | 2014-03-06 | 2014-03-06 | Integral casting ring beam for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420098885.9U CN203867065U (en) | 2014-03-06 | 2014-03-06 | Integral casting ring beam for buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203867065U true CN203867065U (en) | 2014-10-08 |
Family
ID=51648035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420098885.9U Expired - Fee Related CN203867065U (en) | 2014-03-06 | 2014-03-06 | Integral casting ring beam for buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203867065U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592866A (en) * | 2016-12-20 | 2017-04-26 | 成都佰思汇信科技有限责任公司 | Cast-in-place concrete surrounding ring beam |
-
2014
- 2014-03-06 CN CN201420098885.9U patent/CN203867065U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592866A (en) * | 2016-12-20 | 2017-04-26 | 成都佰思汇信科技有限责任公司 | Cast-in-place concrete surrounding ring beam |
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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 |
Granted publication date: 20141008 Termination date: 20150306 |
|
| EXPY | Termination of patent right or utility model |