CN2825801Y - Spiral stirrup and steel skeleton combined structure - Google Patents
Spiral stirrup and steel skeleton combined structure Download PDFInfo
- Publication number
- CN2825801Y CN2825801Y CN 200520104054 CN200520104054U CN2825801Y CN 2825801 Y CN2825801 Y CN 2825801Y CN 200520104054 CN200520104054 CN 200520104054 CN 200520104054 U CN200520104054 U CN 200520104054U CN 2825801 Y CN2825801 Y CN 2825801Y
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- China
- Prior art keywords
- spiral stirrup
- reinforcing bar
- unit
- construction system
- main spiral
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Abstract
The utility model relates to a combined structure system used for civil engineering, which comprises a steel skeleton structure, a main spiral stirrup and an auxiliary spiral stirrup, wherein the main spiral stirrup is provided with a plurality of interstices and encompasses the steel skeleton structure along the axial direction of the steel skeleton structure to cause part of the steel skeleton structure to be positioned in the main spiral stirrup; the auxiliary spiral stirrup extends along the axial direction and is positioned on the outer side of the steel skeleton structure. The auxiliary spiral stirrup penetrates through the interstices of the main spiral stirrup as needed in order to extend into the main spiral stirrup. In addition, the main spiral stirrup and the auxiliary spiral stirrup can be additionally provided with axial reinforcing bars to match with the need of different design and construction.
Description
Technical field
The utility model is about a kind of unit(-)construction system for the civil engineering use; Particularly, the utility model is provided as the skeleton of grouting shaped structure body about a kind of unit(-)construction system.
Background technology
Along with the raising of various building to shockproof requirement, oneself becomes the main flow of engineering circle structure design now steel-reinforced concrete.Engineers is all constantly sought more efficient form of construction work.
In the design of steel-reinforced concrete, Thailand partly is to be the primary clustering of load-bearing and tension shearing resistance with the reinforcing bar.Add reinforcing bar and stirrup around the reinforcing bar afterwards, stressed to share reinforcing bar, increase the concrete absorption affinity, and the resonance when reducing lateral force.Yet in the design of present steel-reinforced concrete, the design and the application mode of reinforcing bar part are comparatively simple, are difficult for satisfying the demand in actual design and the construction.
Novel content
A purpose of the present utility model is to provide a kind of unit(-)construction system, is provided as the skeleton of grouting shaped structure body.
Another purpose of the present utility model is to provide a kind of unit(-)construction system, has the easy characteristic of construction.
An also purpose of the present utility model is to provide a kind of unit(-)construction system, can increase the selectivity on the structure design.
The utility model purpose again is to provide a kind of unit(-)construction system, can form multiple different structure section configuration.
The utility model unit(-)construction system comprises a reinforcing bar structure; One main spiral stirrup along an axial reinforcing bar structure of surrounding, is positioned among the main spiral stirrup part of reinforcing bar structure, and main spiral stirrup has a plurality of gaps; And at least one secondary spiral stirrup, extend vertically, and be positioned at the outside of reinforcing bar structure.
With preferred embodiment, secondary spiral stirrup passes the gap of main spiral stirrup, to stretch into the inside of main spiral stirrup.Yet in different embodiment, secondary spiral stirrup also can be located at the outside of main spiral stirrup, and does not pass the gap of main spiral stirrup.In addition, in different embodiment, main spiral stirrup and secondary spiral stirrup also can add axial reinforcement with the needs on cooperating different designs and constructing.
The accompanying drawing simple declaration
Fig. 1 is the schematic perspective view of the utility model embodiment;
Fig. 2 is a disassembly diagram embodiment illustrated in fig. 1;
Fig. 3 a to Fig. 3 e is the vertical view of the utility model embodiment; And
Fig. 4 is the vertical view of another embodiment of the utility model.
The primary clustering symbol description
100 reinforcing bar structures
110 I shaped steel bones
113 webs
115 wing plates
120 T-steel bones
123 webs
125 wing plates
200 main spiral stirrups
210 axial reinforcements
220 gaps
300 secondary spiral stirrups
310 axial reinforcements
500 is axial
Embodiment
The utility model provides a kind of unit(-)construction system for the civil engineering use.With preferred embodiment, this unit(-)construction system is organized mould grouting to form structure as the skeleton of structure outside this skeleton.The program of this model grouting can need be carried out in the precasting field according to construction, also can carry out in the job site.
Please refer to Fig. 1 and Fig. 2.The utility model comprises reinforcing bar structure 100, main spiral stirrup 200, and secondary spiral stirrup 300.Reinforcing bar structure 100 can comprise the high-intensity any metal rigidity structure of tool.With preferred embodiment, reinforcing bar structure 100 is an I shaped steel bone.Yet in different embodiment, shown in Fig. 3 a to Fig. 3 d, reinforcing bar structure 100 also can comprise rectangular section reinforcing bar, round section reinforcing bar, and other reinforcing bar of similar functions can be provided.
Fig. 3 e is another embodiment of the utility model reinforcing bar 100.Shown in Fig. 3 e, reinforcing bar 100 comprises an I shaped steel bone 110 and two T-steel bones 120.I shaped steel bone 110 comprises web 113 and wing plate 115.Web 115 is in fact perpendicular to wing plate 115 and between two wing plates 115.T-steel bone 120 comprises web 123 and wing plate 125.Wing plate 125 is in fact perpendicular to web 123 and connect the top margin of web 123.The base of T-steel bone 120 webs 123 connects the side of I shaped steel bone 110 webs 113, makes the wing plate 125 of T-steel bone 120 be parallel to the web 113 of I shaped steel bone 110 in fact.The connection of above-mentioned reinforcing bar is preferably adopts welding manner to connect, yet in different embodiment, also can adopt bolt interlocking and other that mode of similar effect can be provided.
As shown in Figures 1 and 2, main spiral stirrup 200 has a plurality of gaps 220, and 500 surrounds reinforcing bar structures 100 vertically, makes the part of reinforcing bar structure 100 be positioned at the inside of main spiral stirrup 200.With preferred embodiment, the two ends end to end of reinforcing bar structure 100 are exposed to outside the main spiral stirrup 200.Yet in different embodiment, reinforcing bar structure 100 also can all be positioned at the scope of main spiral stirrup 200 encirclements or expose the part in stage casing, to cooperate the demand in different designs and the construction.
In preferred embodiment, as shown in Figures 1 and 2, main spiral stirrup 200 is the round screw thread stirrup.Yet in different embodiment, main spiral stirrup 200 also can be square spiral stirrup, oval spiral stirrup, rolling poly-gonal, helical hoops muscle and other can provide the shape of similar functions.In addition, in the embodiment of Figure 1 and Figure 2, further comprise axial reinforcement 210.Axial reinforcement 210 500 is connected with main spiral stirrup 200 vertically.The connected mode of this place speech, the mode and the mix and match thereof that comprise welding, tie up, other can provide similar effect.Yet in different embodiment, the utility model also can not be provided with axial reinforcement 210.
Secondary spiral stirrup 300 500 extends vertically, and is positioned at the outside of reinforcing bar structure 100.In the embodiment of Figure 1 and Figure 2, secondary spiral stirrup 300 passes the gap 220 of main spiral stirrup 200 to stretch into the inside of main spiral stirrup 200.Therefore, see it with the vertical view angle of Fig. 3 a to Fig. 3 e, secondary spiral stirrup 300 partially overlaps with main spiral stirrup 200.The coincidence of this place speech is not that the main spiral stirrup 200 of expression must join with secondary spiral stirrup 300.Whether main spiral stirrup 200 joins with secondary spiral stirrup 300, can be designed according to actual needs.Yet in the embodiment shown in fig. 4, secondary spiral stirrup 300 is positioned at the outside of main spiral stirrup 200, and does not pass the gap 220 of main spiral stirrup 200.Therefore, see it with the vertical view angle of Fig. 4, secondary spiral stirrup 300 does not coincide with main spiral stirrup 200.
In the embodiment of Figure 1 and Figure 2, further comprise axial reinforcement 310.Axial reinforcement 310 500 is connected with secondary spiral stirrup 300 vertically.The connected mode of this place speech, the mode and the mix and match thereof that comprise welding, tie up, other can provide similar effect.In addition, axial reinforcement 310 also can be connected with main spiral stirrup 200 according to different design requirements.Yet in different embodiment, the utility model also can not be provided with axial reinforcement 310.
With the embodiment shown in Fig. 3 a, be provided with four groups of secondary spiral stirrups 300, and correspond respectively to an end of I shaped steel bone 110 wing plates 115.Yet in different embodiment, the quantity of secondary the spiral stirrup 300 and position is set can needs change according to actual design is to form different structure section configuration and bearer properties.For example in the embodiment shown in Fig. 3 b, secondary spiral stirrup 300 settings are corresponding to the side of rectangular section reinforcing bar 100; Yet in the embodiment shown in Fig. 3 c, the corner that secondary spiral stirrup 300 is provided with corresponding to rectangular section reinforcing bar 100.
The utility model is described by above-mentioned related embodiment, yet the foregoing description is only for implementing example of the present utility model.Must be pointed out that the embodiment that has disclosed does not limit scope of the present utility model.On the contrary, being contained in the modification of the spirit of claim and scope and equalization is provided with and all is contained in the utility model scope.
Claims (10)
1. unit(-)construction system of using for civil engineering is characterized in that this system comprises:
One reinforcing bar structure;
One main spiral stirrup along an axial reinforcing bar structure of surrounding, is positioned among the main spiral stirrup part of reinforcing bar structure, and main spiral stirrup has a plurality of gaps; And
At least one secondary spiral stirrup extends vertically, and is positioned at an outside of reinforcing bar structure.
2. unit(-)construction system as claimed in claim 1 is characterized in that, secondary spiral stirrup passes a plurality of gaps to stretch into the inside of main spiral stirrup.
3. unit(-)construction system as claimed in claim 1 is characterized in that, secondary spiral stirrup is arranged at an outside of main spiral stirrup.
4. unit(-)construction system as claimed in claim 1 is characterized in that, further comprises the complex root axial reinforcement, and axial reinforcement is connected to main spiral stirrup.
5. unit(-)construction system as claimed in claim 1 is characterized in that, further comprises the complex root axial reinforcement, and axial reinforcement is connected to secondary spiral stirrup.
6. unit(-)construction system as claimed in claim 1 is characterized in that, the reinforcing bar structure comprises an I shaped steel bone, and I shaped steel bone has a web and two wing plates.
7. unit(-)construction system as claimed in claim 6 is characterized in that, secondary spiral stirrup is corresponding to an end of wing plate.
8. unit(-)construction system as claimed in claim 6 is characterized in that, the reinforcing bar structure further comprises a T-steel bone, and the T-steel bone has a wing plate and a web, and the base of web connects a side of I shaped steel bone web.
9. unit(-)construction system as claimed in claim 1 is characterized in that, the reinforcing bar structure comprises a rectangular section reinforcing bar.
10. unit(-)construction system as claimed in claim 1 is characterized in that, the reinforcing bar structure comprises a circular section reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520104054 CN2825801Y (en) | 2005-08-16 | 2005-08-16 | Spiral stirrup and steel skeleton combined structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520104054 CN2825801Y (en) | 2005-08-16 | 2005-08-16 | Spiral stirrup and steel skeleton combined structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2825801Y true CN2825801Y (en) | 2006-10-11 |
Family
ID=37065985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520104054 Expired - Lifetime CN2825801Y (en) | 2005-08-16 | 2005-08-16 | Spiral stirrup and steel skeleton combined structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2825801Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104040086A (en) * | 2011-11-20 | 2014-09-10 | 阿列克谢·古利科夫 | Steel reinforcing structure for concrete |
| CN114809279A (en) * | 2022-04-14 | 2022-07-29 | 北京工业大学 | Continuous girder steel space node of stirrup subregion reinforced concrete column |
-
2005
- 2005-08-16 CN CN 200520104054 patent/CN2825801Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104040086A (en) * | 2011-11-20 | 2014-09-10 | 阿列克谢·古利科夫 | Steel reinforcing structure for concrete |
| CN104040086B (en) * | 2011-11-20 | 2016-08-17 | 阿列克谢·古利科夫 | Bar construction for concrete |
| CN114809279A (en) * | 2022-04-14 | 2022-07-29 | 北京工业大学 | Continuous girder steel space node of stirrup subregion reinforced concrete column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20150816 Granted publication date: 20061011 |
|
| EXPY | Termination of patent right or utility model |