CN206034912U - Mould reinforcement member is hung to building - Google Patents
Mould reinforcement member is hung to building Download PDFInfo
- Publication number
- CN206034912U CN206034912U CN201620922005.4U CN201620922005U CN206034912U CN 206034912 U CN206034912 U CN 206034912U CN 201620922005 U CN201620922005 U CN 201620922005U CN 206034912 U CN206034912 U CN 206034912U
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- China
- Prior art keywords
- vertical
- reinforcing bar
- bottom reinforcement
- reinforcement bars
- mould
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Abstract
The utility model provides a mould reinforcement member is hung to building. Including the bottom of a pair of parallel reinforcing bar, bottom steel bar arrangement is in shear force wall displacement department to extending direction coincidence with the shear force wall, the bottom reinforcing bar on be provided with a plurality of strutting arrangement, strutting arrangement spanes at the bottom reinforcing bar to it is perpendicular with the direction of bottom reinforcing bar, strutting arrangement including a pair of support frame, the symmetry sets up on two bottom reinforcing bars, the support frame be right angled triangle stable structure, the closed angle of support frame outwards, a vertical right -angle side inwards, vertical right -angle side is other still to be provided with a vertical fender muscle, keeps off formation draw -in groove structure between muscle and the vertical right -angle side, strutting arrangement equidistance distribute on the reinforcing bar of bottom, and be parallel to each other. The utility model discloses simple structure, convenient preparation can be consolidated hanging the mould subaerial, stabilizes, is difficult for random the deformation, uses reliably the saving cost to the overall structure who hangs the mould template is not influenced, the reutilization can be carried out.
Description
Technical field
This utility model is related to technical field of building construction, is related specifically to a kind of building and hangs mould strenthening member.
Background technology
Mould is hung, extension mould is also, is commonly used in and turns over Sorghum vulgare Pers. etc. and have the position of difference of height, with other template constructions most significantly
Side be lower mouth without supporting or taking particular form to be fixed support, typically all bear lateral load, keep its stability, energy
Concrete modular level degree, perpendicularity is made to reach requirement.When making elevator and hanging mould, it is exactly into an image height some template assemblies
The thing of cabinet, after dropping it into surrounding reinforcing bar colligation, in a hole of formation.Then concrete is broken, with thing this cabinet
Hanging as son is molded, because concrete has buoyancy that it up will be lifted, the depth otherwise cheated is not just much of that.It is solidifying Deng concrete
Gu after, just enter from the top of cupboard.
According to current construction, most of external walls or high-low bay hang at mould formwork reinforcement water-stopping pull rod or
Person simply puts wire rod, needs to punch in template in reinforcing process, and the wood flour Jing to be formed that punches often drops to hardly possible in reinforcing bar
In cleaning, the template for having opened hole is difficult secondary utilization, and the concrete of molding is most of crooked or the mould that rises increases substantial amounts of
Do over again and pick chisel quantities, also affect presentation quality, it is often more important that affect the waterproof effect of exterior wall or get damp.Therefore, find
One simple and effective formwork reinforcement method is imperative.
The content of the invention
Technical problem to be solved in the utility model is the defect for overcoming prior art, there is provided a kind of simple structure, side
Just make, can reinforce to hanging mould on the ground, consolidate, be difficult arbitrary deformation, easily check positioning, using reliability, can have
The problems such as effect solution water-stopping pull rod reinforcing loose material is wasted, reduces maintenance difficulty, cost-effective, and does not affect to hang mould mould
The overall structure of plate, convenient dismounting and cleaning, can carry out the secondary building for utilizing and hang mould strenthening member.
To achieve these goals, this utility model is employed the following technical solutions：
Building hangs mould strenthening member, it is characterised in that include a pair of parallel bottom reinforcement bars, bottom reinforcement bars is arranged on to be cut
At power wall displacement, and overlap with the bearing of trend of shear wall；Several support meanss are provided with described bottom reinforcement bars, are supported
Device is across in bottom reinforcement bars and vertical with the direction of bottom reinforcement bars；Described support meanss include a pair of supporting, symmetrically
It is arranged on two bottom reinforcement barses, bracing frame is right angled triangle rock-steady structure, and outwardly, one vertical straight for the wedge angle of bracing frame
The arm of angle inwardly, is additionally provided with a vertical block reinforcement, forms draw-in groove between block reinforcement and vertical right-angle side by vertical right-angle side
Structure；Described support meanss are equidistantly distributed on bottom reinforcement bars, and are parallel to each other.
In such scheme, described support meanss are welded on bottom reinforcement bars by point reinforces, and the number of support meanss is extremely
It it is three less, respectively positioned at the two ends and middle of bottom reinforcement bars.
In such scheme, a vertical reinforcement inside described bracing frame, is also equipped with, reinforcement one end is withstood
The hypotenuse of right angled triangle, base is withstood in one end.
This utility model is had the advantages that as a result of above-mentioned technical proposal：
This utility model simple structure, it is convenient to make, can reinforce to hanging mould on the ground, consolidate, be difficult arbitrarily
Deformation, easily check positioning, using reliability, can effectively solving water-stopping pull rod reinforce loose material the problems such as waste, reduce overhauling
Difficulty, it is cost-effective, and do not affect to hang the overall structure of mould template, convenient dismounting and cleaning, secondary utilization can be carried out.
Description of the drawings
Fig. 1 is the overall structure figure of this utility model embodiment；
Fig. 2 is the support device structure figure of this utility model embodiment；
In figure：1 bottom reinforcement bars, 2 bracing frames, 3 block reinforcements, 4 reinforcements.
Specific embodiment
In order that content of the present utility model is readily apparent understood, below according to specific embodiment and with reference to attached
Figure, is described in further detail to this utility model.
As shown in Fig. 1 Fig. 2, building hangs mould strenthening member, includes a pair of parallel bottom reinforcement bars 1, and bottom reinforcement bars 1 is arranged
At shear wall position, and overlap with the bearing of trend of shear wall；Several are provided with described bottom reinforcement bars 1 supports dress
Put, support meanss are across in bottom reinforcement bars 1 and vertical with the direction of bottom reinforcement bars 1；Described support meanss include a pair
Support 2, is symmetricly set on two bottom reinforcement barses 1, bracing frame 2 be right angled triangle rock-steady structure, the wedge angle court of bracing frame 2
Outward, a vertical right-angle side inwardly, is additionally provided with a vertical block reinforcement 3 by vertical right-angle side, block reinforcement 3 and vertical straight
Notch is formed between the arm of angle；Described support meanss are equidistantly distributed on bottom reinforcement bars 1, and are parallel to each other.
In the present embodiment, described support meanss are welded on bottom reinforcement bars 1 by point and are reinforced, and the number of support meanss is
Three, respectively positioned at the two ends and middle of bottom reinforcement bars 1.
In the present embodiment, a vertical reinforcement 4,4 one end of reinforcement top is also equipped with inside described bracing frame
The firmly hypotenuse of right angled triangle, base is withstood in one end.
Particular embodiments described above, the technical problem solved to this utility model, technical scheme and beneficial effect are entered
Go further description, it is be should be understood that to the foregoing is only specific embodiment of the utility model, and without
It is in this utility model is limited, all within spirit of the present utility model and principle, any modification, equivalent substitution and improvements done
Deng should be included within protection domain of the present utility model.
Claims (3)
1. building hangs mould strenthening member, it is characterised in that include a pair of parallel bottom reinforcement bars, bottom reinforcement bars is arranged on shearing
At wall displacement, and overlap with the bearing of trend of shear wall；Several support meanss are provided with described bottom reinforcement bars, support dress
Put across in bottom reinforcement bars and vertical with the direction of bottom reinforcement bars；Described support meanss include a pair of supporting, symmetrically set
Put on two bottom reinforcement barses, bracing frame be right angled triangle rock-steady structure, the wedge angle of bracing frame outwardly, a vertical right angle
Side inwardly, is additionally provided with a vertical block reinforcement by vertical right-angle side, form draw-in groove knot between block reinforcement and vertical right-angle side
Structure；Described support meanss are equidistantly distributed on bottom reinforcement bars, and are parallel to each other.
2. building as claimed in claim 1 hangs mould strenthening member, it is characterised in that described support meanss are welded in bottom by point
Reinforce on portion's reinforcing bar, the number of support meanss is at least three, respectively positioned at the two ends and middle of bottom reinforcement bars.
3. building as claimed in claim 1 hangs mould strenthening member, it is characterised in that be also equipped with one inside described bracing frame
Individual vertical reinforcement, reinforcement one end withstand the hypotenuse of right angled triangle, and base is withstood in one end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620922005.4U CN206034912U (en) | 2016-08-23 | 2016-08-23 | Mould reinforcement member is hung to building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620922005.4U CN206034912U (en) | 2016-08-23 | 2016-08-23 | Mould reinforcement member is hung to building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206034912U true CN206034912U (en) | 2017-03-22 |
Family
ID=58307565
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620922005.4U Expired - Fee Related CN206034912U (en) | 2016-08-23 | 2016-08-23 | Mould reinforcement member is hung to building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206034912U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301617A (en) * | 2018-03-22 | 2018-07-20 | 浙江谊科建筑技术发展有限公司 | A kind of reinforcing member hanging mould structure |
-
2016
- 2016-08-23 CN CN201620922005.4U patent/CN206034912U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301617A (en) * | 2018-03-22 | 2018-07-20 | 浙江谊科建筑技术发展有限公司 | A kind of reinforcing member hanging mould structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170307 Address after: 441000 Fancheng North Road, Hubei, Xiangyang, No. 3 Changhong Patentee after: Consturction & Installation Engineering Co., Ltd. Of CR11BG Patentee after: China Railroad 11 Bureau Group Co., Ltd. Address before: 441000 Xiangfan North Road, Hubei, No. 3 Changhong Patentee before: Consturction & Installation Engineering Co., Ltd. Of CR11BG |
|
| 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: 20170322 Termination date: 20190823 |