CN204001447U - A kind of novel cast in place reinforced bar net - Google Patents
A kind of novel cast in place reinforced bar net Download PDFInfo
- Publication number
- CN204001447U CN204001447U CN201420297797.1U CN201420297797U CN204001447U CN 204001447 U CN204001447 U CN 204001447U CN 201420297797 U CN201420297797 U CN 201420297797U CN 204001447 U CN204001447 U CN 204001447U
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- muscle
- stirrup
- net
- upper strata
- construction
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Abstract
A kind of novel cast in place reinforced bar net, comprises upper and lower spaced lower floor muscle net and upper strata muscle net, between described lower floor muscle net and upper strata muscle net, is provided with stirrup muscle, and muscle online face in upper strata is provided with stirrup muscle.The utility model is simple in structure, with low cost, adds anti-floating splash guard basis, arranges the construction that two-way plate muscle is installed more for cast-in-place independent cushion cap, and when use, concrete steps are: in construction, the stirrup muscle of lower floor and two rows reinforcing bar binding are firm, stable; Same position, the equidirectional place of the stirrup muscle on upper strata above stirrup muscle, uses the same method firm with two rows reinforcing bar binding, by that analogy until the colligation of plate muscle is complete; Easy and simple to handle, constructability, the stirrup muscle of stack can reduce the material cost of welding rod in construction, can reduce again electric welder's labour cost cost, thereby greatly reduce production costs, and can accelerate speed of application, improves efficiency of construction and construction quality.
Description
Technical field
The utility model belongs to technical field of building construction, particularly a kind ofly adds anti-floating splash guard basis, arranges the novel cast in place reinforced bar net of two-way plate muscle installation more for cast-in-place independent cushion cap.
Background technology
At present, add anti-floating splash guard basis at cast-in-place independent cushion cap, while arranging two-way plate muscle installation more, need to add anti-floating splash guard basis at cast-in-place independent cushion cap, arrange two-way plate muscle more reinforcing bar stirrup is installed, for supporting top mat.Conventional reinforcing bar stirrup is that specification is more than 22mm " people " font, has produced the expenses such as welding rod material expense, welding machine machinery expense, welder's labour cost in the construction of such reinforcing bar stirrup, and construction cost is higher, and complex operation, and efficiency of construction is low.
Utility model content
The purpose of this utility model is to provide a kind of simple in structure, easy and simple to handle and novel cast in place reinforced bar net that efficiency of construction is high.
For achieving the above object, the technical solution of the utility model is: a kind of novel cast in place reinforced bar net, comprise upper and lower spaced lower floor muscle net and upper strata muscle net, and between described lower floor muscle net and upper strata muscle net, be provided with stirrup muscle, muscle online face in upper strata is provided with stirrup muscle.
Described stirrup muscle comprises front leg strut and the rear support leg of U-shaped stirrup body and U-shaped stirrup end of body, and front leg strut and rear support leg be all perpendicular to the plane at U-shaped stirrup body place, and front leg strut and rear support leg are positioned at the both sides of the plane at U-shaped stirrup body place.
Stirrup muscle between described lower floor muscle net and upper strata muscle net is corresponding with the stirrup muscle upper-lower position of the online face of upper strata muscle.
The width of described U-shaped stirrup body is 200mm, is highly not more than 1000mm, and the length of front leg strut and rear support leg is 50 ~ 150mm.
Compared with prior art, advantage of the present utility model is:
1, the utility model comprises upper and lower spaced lower floor muscle net and upper strata muscle net, between described lower floor muscle net and upper strata muscle net, be provided with stirrup muscle, muscle online face in upper strata is provided with stirrup muscle, it is simple in structure, with low cost, add anti-floating splash guard basis, arrange the construction that two-way plate muscle is installed, when use more for cast-in-place independent cushion cap, concrete steps are: in construction, the stirrup muscle of lower floor and two rows reinforcing bar binding are firm, stable; Same position, the equidirectional place of the stirrup muscle on upper strata above stirrup muscle, uses the same method firm with two rows reinforcing bar binding, by that analogy until the colligation of plate muscle is complete; Easy and simple to handle, constructability, the stirrup muscle of stack can reduce the material cost of welding rod in construction, can reduce again electric welder's labour cost cost, thereby greatly reduce production costs, and can accelerate speed of application, improves efficiency of construction and construction quality.
2, the width of U-shaped stirrup body is 200mm, is highly not more than 1000mm, can reduce the depth-width ratio of stirrup muscle, can greatly improve structural stability.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of stirrup muscle in Fig. 1;
Fig. 3 is the right view of Fig. 2.
Detailed description of the invention
Novel cast in place reinforced bar net as shown in Figure 1, Figure 2 and Figure 3, it comprises upper and lower spaced lower floor muscle net 1 and upper strata muscle net 2, between lower floor's muscle net 1 and upper strata muscle net 2, is provided with stirrup muscle 3, upper strata muscle net 2 is provided with stirrup muscle 4 above.Stirrup muscle 3 and stirrup muscle 4 include the front leg strut 7 and rear support leg 6 of U-shaped stirrup body 5 and U-shaped stirrup body 5 ends, and front leg strut 7 and rear support leg 6 be all perpendicular to the plane at U-shaped stirrup body 5 places, and front leg strut 7 and rear support leg 6 are positioned at the both sides of the plane at U-shaped stirrup body 5 places.
Stirrup muscle 3 between lower floor's muscle net 1 and upper strata muscle net 2 is corresponding with the upper-lower position of the stirrup muscle 4 on upper strata muscle net 2, and the U-shaped stirrup body top of stirrup muscle 3 is corresponding to the U-shaped stirrup body bottom opening place of stirrup muscle 4.
In the present embodiment, the width of U-shaped stirrup body 5 is 200mm, is highly not more than 1000mm, and the length of front leg strut 7 and rear support leg 6 is 50 ~ 150mm, and preferred front leg strut 7 and rear support leg 6 length are 100mm.It is that the reinforcing bar of 16～20mm is made that stirrup muscle 3 and stirrup muscle 4 are selected diameter, and bar gauge is low, saves material, saves cost.
The utility model is applicable to cast-in-place independent cushion cap and adds anti-floating splash guard basis, arranges in the construction of two-way plate muscle installation more, and when use, concrete steps are: in construction, the stirrup muscle 3 of lower floor is firm, stable with two rows reinforcing bar binding; Same position, the equidirectional place of the stirrup muscle 4 on upper strata above stirrup muscle 3, uses the same method firm with two rows reinforcing bar binding, by that analogy until the colligation of plate muscle is complete.The stirrup muscle of stack can reduce the material cost of welding rod in construction, can reduce again electric welder's labour cost cost, and can accelerate speed of application.
Claims (4)
1. a novel cast in place reinforced bar net, is characterized in that: comprise upper and lower spaced lower floor muscle net and upper strata muscle net, between described lower floor muscle net and upper strata muscle net, be provided with stirrup muscle, muscle online face in upper strata is provided with stirrup muscle.
2. novel cast in place reinforced bar net as claimed in claim 1, it is characterized in that: described stirrup muscle comprises front leg strut and the rear support leg of U-shaped stirrup body and U-shaped stirrup end of body, front leg strut and rear support leg be all perpendicular to the plane at U-shaped stirrup body place, and front leg strut and rear support leg are positioned at the both sides of the plane at U-shaped stirrup body place.
3. novel cast in place reinforced bar net as claimed in claim 1 or 2, is characterized in that: the stirrup muscle between described lower floor muscle net and upper strata muscle net is corresponding with the stirrup muscle upper-lower position of the online face of upper strata muscle.
4. novel cast in place reinforced bar net as claimed in claim 3, is characterized in that: the width of described U-shaped stirrup body is 200mm, is highly not more than 1000mm, and the length of front leg strut and rear support leg is 50 ~ 150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420297797.1U CN204001447U (en) | 2014-06-06 | 2014-06-06 | A kind of novel cast in place reinforced bar net |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420297797.1U CN204001447U (en) | 2014-06-06 | 2014-06-06 | A kind of novel cast in place reinforced bar net |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204001447U true CN204001447U (en) | 2014-12-10 |
Family
ID=52041470
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420297797.1U Expired - Fee Related CN204001447U (en) | 2014-06-06 | 2014-06-06 | A kind of novel cast in place reinforced bar net |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204001447U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223460A (en) * | 2016-08-11 | 2016-12-14 | 中国建筑第八工程局有限公司 | The prefabricated construction method of large scale wallboard |
-
2014
- 2014-06-06 CN CN201420297797.1U patent/CN204001447U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223460A (en) * | 2016-08-11 | 2016-12-14 | 中国建筑第八工程局有限公司 | The prefabricated construction method of large scale wallboard |
| CN106223460B (en) * | 2016-08-11 | 2019-05-10 | 中国建筑第八工程局有限公司 | The prefabricated construction method of large scale wallboard |
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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: 20141210 Termination date: 20150606 |
|
| EXPY | Termination of patent right or utility model |