CN207176506U - Double embrace hoop support meanss - Google Patents
Double embrace hoop support meanss Download PDFInfo
- Publication number
- CN207176506U CN207176506U CN201720843086.3U CN201720843086U CN207176506U CN 207176506 U CN207176506 U CN 207176506U CN 201720843086 U CN201720843086 U CN 201720843086U CN 207176506 U CN207176506 U CN 207176506U
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- CN
- China
- Prior art keywords
- anchor ear
- column
- wing plate
- support meanss
- heightens
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of double embrace hoop support meanss, including：Upper anchor ear and lower anchor ear, upper and lower be arranged is fixed on pier stud respectively for it, and the side wall of the upper anchor ear and lower anchor ear is horizontally outward symmetrical arranged at least one pair of wing plate along short transverse, and the wing plate of the wing plate of the upper anchor ear and the lower anchor ear staggers in vertical direction；First heightens column, and it is arranged on the wing plate of the lower anchor ear, described first heighten column upper surface it is concordant with the upper surface of the upper anchor ear.The utility model has the advantages of large carrying capacity, structurally simple, economical practical, can be widely applied to bridge on highway foundation construction technical field.
Description
Technical field
Bridge on highway foundation construction technical field is the utility model is related to, more specifically, the utility model is related to
A kind of double embrace hoop support meanss.
Background technology
For mountainous area highway ramp bridge more using Support Method cast-in-place construction is set up, common construction bracket form is full framing
And steel pipe support.Because alpine terrain is complicated, big rise and fall, setting up full framing needs smooth location, and carries out large-scale
Based process；Set up steel pipe support and need also exist for the chisel stone that cuts into a mountain, casting concrete Extended chemotherapy or pile foundation support table are stood as steel pipe
The basis of post.The efficiency and economy that mountainous area highway ramp bridge is constructed using full framing and steel pipe support are general, and it is taken
If with demolishing process also under cover many safety, quality risk, emphasis and difficult point in often constructing.
Utility model content
A purpose of the present utility model is that solve at least the above, and provides the advantages of at least will be described later.
The utility model also has a purpose to be to provide a kind of large carrying capacity, structurally simple, economical practical double embrace hoop
Support meanss.
In order to realize according to these purposes of the present utility model and further advantage, there is provided a kind of double embrace hoop support meanss bag
Include：Upper anchor ear and lower anchor ear, upper and lower be arranged is fixed on pier stud respectively for it, and the side wall of the upper anchor ear and lower anchor ear is horizontal
At least one pair of wing plate is symmetrical arranged to outer short transverse, and the wing plate of the wing plate of the upper anchor ear and the lower anchor ear is vertical
Stagger in direction；First heightens column, and it is arranged on the wing plate of the lower anchor ear, and described first heightens the upper surface of column and institute
The upper surface for stating anchor ear is concordant.
Preferably, the upper anchor ear and lower anchor ear are the hollow cylindrical-shaped structure of upper lower open mouth, by two in half
Columned armful of plate is spliced, and each embraces and sets at least one wing plate on plate；For wherein any one armful of plate, it two
End is connected with a web along short transverse, and it is vertically connected at wing plate corresponding to this armful of plate.
Preferably, described double embrace hoop support meanss also heighten column including second, and its bottom surface level is located on described
On the wing plate of anchor ear, the upper bottom surface that the described second upper bottom surface for heightening column heightens column with described first is concordant；Described first
Heighten column, second to heighten column be cylindrical-shaped structure.
Preferably, described double embrace hoop support meanss also include crossbeam, and it is welded on institute for cube shape and its bottom surface level
First is stated to heighten column and described second heighten the upper surface of column.
Preferably, the distance of horizontal plane and horizontal plane where the upper end of the lower anchor ear is where the lower end of the upper anchor ear
0-100mm。
Preferably, rubber blanket is fixedly installed on the inwall of the upper anchor ear and lower anchor ear；Rubber blanket, it is ring-type and fixation
Be set on the pier stud, its inwall is close to the outer surface of the pier stud, its outer wall and the upper anchor ear and lower anchor ear it is interior
Wall is close to.
Preferably, described first heighten column and described second heighten column and include：Fixed column, it is cylindric knot
Structure；Sleeve column, it is set in outside the fixed column, and the internal diameter of the sleeve column is slightly larger than the diameter of the fixed column, and described solid
The height of fixed column is less than the sleeve column；Multiple springs, it is located in the sleeve column, and the spring one end is connected to the sleeve column bottom
Portion, the other end are connected to the fixed column bottom；Wherein, the fixed column, opened up along short transverse on the sleeve column it is multipair
One-to-one first screw and the second screw each other, screw pass through the first screw and the second corresponding screw by the set
Post and fixed column are detachably connected.
The utility model comprises at least following beneficial effect：
First, compared with prior art, the utility model uses double embrace hoop, and by double embrace hoop stagger setting, is provided with
Column is heightened, increase Area of bearing, the problem of bearing capacity of the single anchor ear of customer service is weak, therefore the utility model is a kind of carrying
The big double embrace hoop support meanss of ability.
2nd, compared with prior art, transformation of the utility model to prior art is simple, and the parts being related to are common, and
Installation of the present utility model is simple, therefore the utility model is a kind of double embrace hoop support meanss simple in construction.
3rd, compared with prior art, the utility model largely simplifies supporting structure, eliminates a large amount of based process
And the quantities that support is set up, while safety, quality risk are reduced, therefore the utility model is a kind of economical and practical double embrace hoop branch
Support arrangement.
Further advantage, target and feature of the present utility model embody part by following explanation, and part will also pass through
Research of the present utility model and practice are understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of upper anchor ear described in the utility model and lower anchor ear；
Fig. 3 is the left view of upper anchor ear described in the utility model and lower anchor ear；
Fig. 4 is the top view of upper anchor ear described in the utility model and lower anchor ear；
Fig. 5 is the utility model and pier stud connection relationship diagram.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to explanation
Book word can be implemented according to this.
In description of the present utility model, term " transverse direction ", " longitudinal direction ", " on ", " under ", "front", "rear", "left", "right",
The orientation or position relationship of the instruction such as " vertical ", " level ", " top ", " bottom ", " interior ", " outer " be based on orientation shown in the drawings or
Position relationship, it is for only for ease of description the utility model and simplifies description, is not instruction or implies signified device or member
Part must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.
As Figure 1-5, the utility model provides a kind of double embrace hoop support meanss and included：Upper anchor ear 2 and lower anchor ear 3, its
Upper and lower be arranged is fixed on pier stud 1 respectively, and the side wall of the upper anchor ear 2 and lower anchor ear 3 is horizontally outward symmetrical along short transverse
At least one pair of wing plate 9 is set, and the wing plate 9 of the wing plate 9 of the upper anchor ear 2 and the lower anchor ear 3 staggers in vertical direction；First
Column 4 is heightened, it is arranged on the wing plate 9 of the lower anchor ear 3, and described first heightens the upper surface of column 4 and the upper anchor ear 2
Upper surface it is concordant.The utility model is upper anchor ear 2 and the in the vertical direction stagger setting of lower anchor ear 3, while first heightens
The fixed placement of column 4 is in the upper surface of the wing plate 9 of lower anchor ear 3, and first heightens the upper of the upper surface of column 4 and upper anchor ear 2
Flush, then when laying beam in the upper surface of the wing plate 9 of upper anchor ear 2, beam can also be laid in the upper surface for heightening column,
The supporting surface of such beam becomes big, the shortcomings that overcoming single anchor ear bearing capacity deficiency, largely simplifies supporting structure,
Eliminate a large amount of based process and quantities that support is set up.
The upper anchor ear 2 and lower anchor ear 3 are the hollow cylindrical-shaped structure of upper lower open mouth, are in semi-cylindrical by two
Embrace a plate 7 be spliced, each embrace plate 7 at least one wing plate 9 is set；For wherein any one armful of plate 7, its both ends
A web 8 is connected with along short transverse, and it is vertically connected at wing plate 9 corresponding to this armful of plate 7.Upper anchor ear 2 and lower anchor ear 3 are equal
With symmetrical structure, ensure the uniform of its stress.Plate 7 will be embraced with web and wing plate 9 connects, and add the bearing capacity of device,
Meanwhile connected between relative web 8 by the bolt 10 of high intensity, the connection allowed between a pair armfuls of plates 7 is closer, increases its carrying
Ability, meanwhile, the connection that can be allowed between anchor ear 2 and lower anchor ear 3 and pier stud 1 is closer.
Described double embrace hoop support meanss also heighten column 5 including second, and its bottom surface level is located at the upper anchor ear 2
On wing plate 9, the upper bottom surface that the described second upper bottom surface for heightening column 5 heightens column 4 with described first is concordant；Described first heightens
Column 4, second to heighten column 5 be cylindrical-shaped structure.First heighten column 4 and second heighten column 5 be disposed as it is cylindric,
An only preferred scheme of the present utility model, but this is not limited only to, the first of any shape heightens column and the second tune
High column 5 is in the scope of protection of the utility model.Set two and heighten column, when laying beam in its upper surface, stress surface
Stress evenly, make whole device more firm.
Described double embrace hoop support meanss also include crossbeam 6, and it is cube shape and its bottom surface level is welded on described first
Heighten column 4 and described second heighten the upper surface of column 5.Crossbeam 6 is set two upper surfaces for heightening column, and crossbeam 6 will
Two gap fillings heightened between column, when laying beam, stress surface of the present utility model is bigger.
The distance of horizontal plane and horizontal plane where the upper end of the lower anchor ear 3 is 0- where the lower end of the upper anchor ear 2
100mm.The lower end of the lower end of upper anchor ear 2 and upper anchor ear 3 is apart from excessive, not only waste of materials, and be unfavorable for the stabilization of device
Property, therefore general set in work progress of distance therebetween is less than 100mm.
Rubber blanket is fixedly installed on the inwall of the upper anchor ear 2 and lower anchor ear 3；Rubber blanket, it is ring-type and fixation is arranged
On the pier stud 1, its inwall is close to the outer surface of the pier stud 1, its outer wall and the upper anchor ear 2 and lower anchor ear 3 it is interior
Wall is close to.It is to extend service life of the present utility model to set rubber blanket.
Described first heightens column 4 and described second heightens column 5 and include：Fixed column, it is cylindrical-shaped structure；Set
Post, it is set in outside the fixed column, and the internal diameter of the sleeve column is slightly larger than the diameter of the fixed column, and the fixed column
Highly it is less than the sleeve column；Multiple springs, it is located in the sleeve column, and the spring one end is connected to the set column bottom, separately
One end is connected to the fixed column bottom；Wherein, the fixed column, open up multipair each other one along short transverse on the sleeve column
First screw corresponding to one and the second screw, screw is through the first screw and the second corresponding screw by the sleeve column and admittedly
Fixed column is detachably connected.Column, which is heightened, by two is disposed as telescopic structure, different height during to adapt to lay beam
Demand.Meanwhile set multiple springs to connect sleeve column and fixed column inside sleeve column, the carrying energy for heightening column can be strengthened
Power, also strengthen the connection between sleeve column and fixed column.
Although embodiment of the present utility model is disclosed as above, it is not restricted in specification and embodiment
Listed utilization, it can be applied to various suitable fields of the present utility model completely, for those skilled in the art,
Other modification is easily achieved, therefore under the universal limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to new and shown here as the legend with description.
Claims (7)
- A kind of 1. double embrace hoop support meanss, it is characterised in that including：Upper anchor ear and lower anchor ear, upper and lower be arranged is fixed on pier stud respectively for it, and the side wall of the upper anchor ear and lower anchor ear is horizontal At least one pair of wing plate is symmetrical arranged to outer short transverse, and the wing plate of the wing plate of the upper anchor ear and the lower anchor ear is vertical Stagger in direction；First heightens column, and it is arranged on the wing plate of the lower anchor ear, described first heighten the upper surface of column with it is described on The upper surface of anchor ear is concordant.
- 2. double embrace hoop support meanss as claimed in claim 1, it is characterised in that the upper anchor ear and lower anchor ear are spacious up and down The hollow cylindrical-shaped structure of mouth, it is spliced, is each set on armful plate at least one in a plate of embracing for semi-cylindrical by two The wing plate；For wherein any one armful of plate, its both ends is connected with a web along short transverse, and it is vertically connected at this Embrace wing plate corresponding to plate.
- 3. double embrace hoop support meanss as claimed in claim 1, it is characterised in that also heighten column including second, its bottom surface Level is located on the wing plate of the upper anchor ear, and described second, which heightens the upper bottom surface of column and described first, heightens the upper bottom surface of column Concordantly；Described first heightens column, second to heighten column be cylindrical-shaped structure.
- 4. double embrace hoop support meanss as claimed in claim 3, it is characterised in that also including crossbeam, it is cube shape and its bottom Face level is welded on described first and heightens column and described second heighten the upper surface of column.
- 5. double embrace hoop support meanss as claimed in claim 1, it is characterised in that horizontal plane where the lower end of the upper anchor ear with The distance of horizontal plane is 0-100mm where the upper end of the lower anchor ear.
- 6. double embrace hoop support meanss as claimed in claim 1, it is characterised in that solid on the inwall of the upper anchor ear and lower anchor ear Rubber blanket is set surely；Rubber blanket, it is ring-type and fixation is set on the pier stud, and its inwall is close to the outer surface of the pier stud, its outer wall It is close to the inwall of the upper anchor ear and lower anchor ear.
- 7. double embrace hoop support meanss as claimed in claim 3, it is characterised in that described first heightens column and second tune High column includes：Fixed column, it is cylindrical-shaped structure；Sleeve column, it is set in outside the fixed column, and the internal diameter of the sleeve column is slightly larger than the diameter of the fixed column, and described solid The height of fixed column is less than the sleeve column；Multiple springs, it is located in the sleeve column, and the spring one end is connected to the set column bottom, and the other end is connected to described Fixed column bottom；Wherein, the fixed column, open up multipair the first screw one-to-one each other and along short transverse on the sleeve column The sleeve column and fixed column are detachably connected by two screws, screw through the first screw and the second corresponding screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720843086.3U CN207176506U (en) | 2017-07-12 | 2017-07-12 | Double embrace hoop support meanss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720843086.3U CN207176506U (en) | 2017-07-12 | 2017-07-12 | Double embrace hoop support meanss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176506U true CN207176506U (en) | 2018-04-03 |
Family
ID=61736818
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720843086.3U Expired - Fee Related CN207176506U (en) | 2017-07-12 | 2017-07-12 | Double embrace hoop support meanss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176506U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842628A (en) * | 2018-07-09 | 2018-11-20 | 广西长长路桥建设有限公司 | In conjunction with the construction method of anchor ear and the non-floor-bracket of Bailey beam cast-in-situ box girder |
| CN109404380A (en) * | 2018-10-10 | 2019-03-01 | 林丹 | The big load anchor ear device of cylinder |
-
2017
- 2017-07-12 CN CN201720843086.3U patent/CN207176506U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842628A (en) * | 2018-07-09 | 2018-11-20 | 广西长长路桥建设有限公司 | In conjunction with the construction method of anchor ear and the non-floor-bracket of Bailey beam cast-in-situ box girder |
| CN109404380A (en) * | 2018-10-10 | 2019-03-01 | 林丹 | The big load anchor ear device of cylinder |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180403 |