CN204252488U - Building frame construction shear force wall reinforcing steel bar and Template Location bracing or strutting arrangement - Google Patents
Building frame construction shear force wall reinforcing steel bar and Template Location bracing or strutting arrangement Download PDFInfo
- Publication number
- CN204252488U CN204252488U CN201420760511.9U CN201420760511U CN204252488U CN 204252488 U CN204252488 U CN 204252488U CN 201420760511 U CN201420760511 U CN 201420760511U CN 204252488 U CN204252488 U CN 204252488U
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- CN
- China
- Prior art keywords
- shear force
- reinforcing steel
- support bar
- strutting arrangement
- steel bar
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of building frame construction shear force wall reinforcing steel bar and Template Location bracing or strutting arrangement, comprise support bar and be located at the supporting boot at described support bar two ends; Described support bar adopts reinforcing bar make and be provided with the draw-in groove for fixing shear force wall reinforcing steel bar skeleton; Described supporting boot comprises boots body, and the outer face of described boots body is connected with at least three legs for directly contacting with side template separately; During use, support bar is connected with cage of reinforcement by draw-in groove, and two end supports boots are contacted by leg with side template and formed and support, and structure is simple, easy for installation, is conducive to improving efficiency of construction; Whole bracing or strutting arrangement can be built without the need to removing, the support bar that reinforcing bar is made can produce the booster action same with skeleton, simultaneously, in casting process, concrete slurry can flow through from the gap of each leg, make it can not be exposed at surface of wall leg parcel, can not bearing capacity of wall body be slackened, thus ensure the construction quality of shear wall.
Description
Technical field
The utility model relates to the device field of construction work, particularly a kind of building frame construction shear force wall reinforcing steel bar and Template Location bracing or strutting arrangement.
Background technology
Reinforced concrete shear wall structure not only has good vertical bearing capacity, and has the ability of opposing horizontal loading very well, therefore, is widely used in highrise building.During building frame construction shear wall construction, for support shuttering often adopts precast support block to be supported between template, construction rear support block is imbedded in permanent concrete, becomes an entirety with the concrete of newly building.Adopt back-up block not only to waste time and energy, reduce efficiency of construction, and due to present stage precast support block goods intensity lower than shear wall concrete strength, therefore a large amount of back-up blocks has slackened bearing capacity of wall body, reduces shear wall construction quality.
Therefore, in order to solve the problem, just need a kind of building frame construction shear force wall reinforcing steel bar and Template Location bracing or strutting arrangement, its structure is simple, easy for installation, is conducive to improving efficiency of construction, and can not slacken bearing capacity of wall body, ensures shear wall construction quality.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of building frame construction shear force wall reinforcing steel bar and Template Location bracing or strutting arrangement, and its structure is simple, easy for installation, is conducive to improving efficiency of construction, and can not bearing capacity of wall body be slackened, ensure shear wall construction quality.
Building frame construction shear force wall reinforcing steel bar of the present utility model and Template Location bracing or strutting arrangement, comprise support bar and be located at the supporting boot at described support bar two ends; Described support bar adopts reinforcing bar make and be provided with the draw-in groove for fixing shear force wall reinforcing steel bar skeleton; Described supporting boot comprises boots body, and the outer face of described boots body is connected with at least three legs for directly contacting with side template separately.
Further, described boots body is provided with the connecting hole for being connected with support bar, and described support bar coaxially stretches into connecting hole and removable connection.
Further, the fastening teeth for build-in support bar is provided with in described connecting hole.
Further, the inner face of described boots body is provided with the sealing baffle plate for preventing the external end face of current direction boots.
Further, described sealing baffle plate is formed by the inner face radial direction extension of boots body.
Further, described boots body is cylindric.
Further, the quantity of described leg is three and is uniformly distributed.
Further, described draw-in groove and support bar one-body molded and be located at shear force wall reinforcing steel bar skeleton horizontal distribution reinforcement location.
Further, described support bar is arranged two described draw-in grooves.
Further, described support bar adopts shear wall body reinforcing bar list to prop up stirrup to make.
The beneficial effects of the utility model: building frame construction shear force wall reinforcing steel bar of the present utility model and Template Location bracing or strutting arrangement, during use, support bar is connected with cage of reinforcement by draw-in groove, two end supports boots are contacted by leg with side template and are formed and support, structure is simple, easy for installation, is conducive to improving efficiency of construction; Whole bracing or strutting arrangement can be built without the need to removing, the support bar that reinforcing bar is made can produce the booster action same with skeleton, simultaneously, in casting process, concrete slurry can flow through from the gap of each leg, make it can not be exposed at surface of wall leg parcel, can not bearing capacity of wall body be slackened, thus ensure the construction quality of shear wall.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further described:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the front view of supporting boot of the present utility model;
Fig. 3 is the upward view of supporting boot of the present utility model.
Detailed description of the invention
Fig. 1 is structural representation of the present utility model, Fig. 2 is the front view of supporting boot of the present utility model, Fig. 3 is the upward view of supporting boot of the present utility model, as shown in the figure: the building frame construction shear force wall reinforcing steel bar of the present embodiment and Template Location bracing or strutting arrangement, comprise support bar 1 and be located at the supporting boot 2 at described support bar 1 two ends; Described support bar 1 adopts reinforcing bar to make and is provided with the draw-in groove 11 for fixing shear force wall reinforcing steel bar skeleton; Described supporting boot 2 comprises boots body 21, and the outer face of described boots body 21 is connected with at least three legs 22 for directly contacting with side template 9 separately; Boots body 21 can be single-revolution body, is conducive to improving strength of wall body when being inside located at shear wall, and boots body 21 is preferably in cylindric, and its outer face is towards side template 9, inner face towards support bar 1; During use, support bar 1 is connected with cage of reinforcement by draw-in groove 11, and two end supports boots 2 are contacted by leg 22 with side template 9 and formed and support, and structure is simple, easy for installation, is conducive to raising efficiency of construction; Whole bracing or strutting arrangement can be built without the need to removing, the support bar 1 that reinforcing bar is made can produce the booster action same with skeleton, simultaneously, in casting process, concrete slurry can flow through from the gap of each leg 22, leg 22 is wrapped up thus makes it can not be exposed at surface of wall, can not bearing capacity of wall body be slackened, thus ensure the construction quality of shear wall.
In the present embodiment, described boots body 21 is provided with the connecting hole 2a for being connected with support bar 1, and described support bar 1 coaxially stretches into connecting hole 2a and removable connection; Connecting hole 2a is formed by boots body 21 inner face is recessed, can be screw or other play the hole of connection function; The shape of connecting hole 2a, aperture and support bar 1 adapt, and are beneficial to being fixedly connected with of the two; In the present embodiment, in described connecting hole 2a, be provided with the fastening teeth 24 for build-in support bar 1; Fastening teeth 24 is preferably flexible tooth, and it plays certain " occlusion " effect to support bar 1, makes support bar 1 be securely in place connecting hole 2a.
In the present embodiment, the inner face of described boots body 21 is provided with the sealing baffle plate 23 for preventing current direction boots body 21 outer face; Sealing baffle plate 23 prevents rainwater from entering in shear wall along boots body 21, ensures the construction quality of shear wall; Sealing baffle plate 23 can be the plate of plectane or other shape, as long as play dash effect; Sealing baffle plate 23 both can be connected with boots body 21 is detachable, also can be formed by boots body 21 integration; In the present embodiment, described sealing baffle plate 23 is formed by the inner face radial direction extension of boots body 21, is convenient to machine-shaping, strengthens the structural strength of boots body 21 simultaneously.
In the present embodiment, the quantity of described leg 22 is three and is uniformly distributed; Be uniformly distributed refer to adjacent leg 22 axis between angle be 120 °, play the effect of even support, there is better aesthetic property simultaneously; Same, leg 22 also can be formed integrated with boots body 21.
In the present embodiment, described draw-in groove 11 is one-body molded and be located at shear force wall reinforcing steel bar skeleton horizontal distribution reinforcement location with support bar 1; The shape of draw-in groove 11 and shear wall horizontal reinforcement adaptation, fix shear force wall reinforcing steel bar skeleton, the fixing position of skeleton between wall body template; In the present embodiment, described support bar 1 being arranged two described draw-in grooves 11, also can be other quantity certainly as the case may be.
In the present embodiment, described support bar 1 adopts shear wall body reinforcing bar list to prop up stirrup and makes; Shear wall body reinforcing bar list props up stirrup and doubles as support bar 1, avoids the problem that existing building shear wall formwork back-up block strength deficiency causes shear wall body bearing capacity to slacken under the prerequisite not increasing number of steel bars, simultaneously better with the conformability of cage of reinforcement.
What finally illustrate is, above embodiment is only in order to illustrate the technical solution of the utility model and unrestricted, although be described in detail the utility model with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify to the technical solution of the utility model or equivalent replacement, and not departing from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of right of the present utility model.
Claims (10)
1. building frame construction shear force wall reinforcing steel bar and a Template Location bracing or strutting arrangement, is characterized in that: comprise support bar and be located at the supporting boot at described support bar two ends; Described support bar adopts reinforcing bar make and be provided with the draw-in groove for fixing shear force wall reinforcing steel bar skeleton; Described supporting boot comprises boots body, and the outer face of described boots body is connected with at least three legs for directly contacting with side template separately.
2. building frame construction shear force wall reinforcing steel bar according to claim 1 and Template Location bracing or strutting arrangement, is characterized in that: described boots body is provided with the connecting hole for being connected with support bar, and described support bar coaxially stretches into connecting hole and removable connection.
3. building frame construction shear force wall reinforcing steel bar according to claim 2 and Template Location bracing or strutting arrangement, is characterized in that: be provided with the fastening teeth for build-in support bar in described connecting hole.
4. building frame construction shear force wall reinforcing steel bar according to claim 1 and Template Location bracing or strutting arrangement, is characterized in that: the inner face of described boots body is provided with the sealing baffle plate for preventing the external end face of current direction boots.
5. building frame construction shear force wall reinforcing steel bar according to claim 4 and Template Location bracing or strutting arrangement, is characterized in that: described sealing baffle plate is formed by the inner face radial direction extension of boots body.
6. building frame construction shear force wall reinforcing steel bar according to claim 1 and Template Location bracing or strutting arrangement, is characterized in that: described boots body is cylindric.
7. building frame construction shear force wall reinforcing steel bar according to claim 1 and Template Location bracing or strutting arrangement, is characterized in that: the quantity of described leg is three and is uniformly distributed.
8. building frame construction shear force wall reinforcing steel bar according to claim 1 and Template Location bracing or strutting arrangement, is characterized in that: described draw-in groove and support bar one-body molded and be located at shear force wall reinforcing steel bar skeleton horizontal distribution reinforcement location.
9. building frame construction shear force wall reinforcing steel bar according to claim 1 and Template Location bracing or strutting arrangement, is characterized in that: described support bar is arranged two described draw-in grooves.
10. the building frame construction shear force wall reinforcing steel bar according to any one of claim 1 to 9 and Template Location bracing or strutting arrangement, is characterized in that: described support bar adopts shear wall body reinforcing bar list to prop up stirrup and makes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420760511.9U CN204252488U (en) | 2014-12-05 | 2014-12-05 | Building frame construction shear force wall reinforcing steel bar and Template Location bracing or strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420760511.9U CN204252488U (en) | 2014-12-05 | 2014-12-05 | Building frame construction shear force wall reinforcing steel bar and Template Location bracing or strutting arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204252488U true CN204252488U (en) | 2015-04-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420760511.9U Expired - Fee Related CN204252488U (en) | 2014-12-05 | 2014-12-05 | Building frame construction shear force wall reinforcing steel bar and Template Location bracing or strutting arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204252488U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436970A (en) * | 2016-11-16 | 2017-02-22 | 绍兴明煌建材科技有限公司 | Novel multifunctional pull hook for shear walls |
-
2014
- 2014-12-05 CN CN201420760511.9U patent/CN204252488U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436970A (en) * | 2016-11-16 | 2017-02-22 | 绍兴明煌建材科技有限公司 | Novel multifunctional pull hook for shear walls |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150408 Termination date: 20171205 |