CN205954503U - Support is changed in jacking of staple bolt method - Google Patents
Support is changed in jacking of staple bolt method Download PDFInfo
- Publication number
- CN205954503U CN205954503U CN201620933111.2U CN201620933111U CN205954503U CN 205954503 U CN205954503 U CN 205954503U CN 201620933111 U CN201620933111 U CN 201620933111U CN 205954503 U CN205954503 U CN 205954503U
- Authority
- CN
- China
- Prior art keywords
- plate
- preformed
- top surface
- arc
- connecting plate
- 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 support is changed in jacking of staple bolt method, its structure includes: top surface, preformed plate, supporting shoe, connecting plate, arc, linking piece, silica gel cover, dead lever, expansion plate, connecting band, the top surface side is equipped with the preformed plate, top surface and preformed plate fixed connection, the preformed plate side is equipped with the connecting plate, preformed plate and connecting plate fixed connection, be equipped with the supporting shoe in the connecting plate, the connecting plate passes through the nut with the supporting shoe and is connected, the top surface has the arc, top surface and arc fixed connection, supporting shoe and arc fixed connection, be equipped with on the preformed plate and link up the piece, the preformed plate passes through chain angle and links up piece swing joint. The utility model discloses support nature is good, can provide the jack and lay construction space and platform when the jacking, and construction cycle is short, and the labour cost is low, and the expense is little, is difficult to come off, and the part is simple in addition, and the security is strong, and is longe -lived, and it is very convenient to bring for the user.
Description
Technical field
This utility model is a kind of Hold Hoop method jacking replacing time, belongs to bridge field.
Background technology
When changing the large-scale bearing of columnar pier, it is excessive often to there is former bridge seat model, or changes large-scale new bearing, very heavy
It is impossible to be arranged on the situation of bearing due to top is little due to pier stud headroom, the method for elongated solution is that pier stud top increases
Section or pier stud bottom periphery weld temporary support steelframe after being hardened.
Develop rapidly with scientific and technical, Hold Hoop method jacking replacing time has also obtained technological improvement, but present
Equipment supportive is poor, long construction period, and labour cost is high, expensive, easily comes off, and part is complicated, poor stability, the life-span
Short, it is very inconvenient to bring to user.
Utility model content
In view of the shortcomings of the prior art, this utility model purpose is to provide a kind of Hold Hoop method jacking replacing time, with
Solve present equipment supportive poor, long construction period, labour cost is high, expensive, easily comes off, jack no space is laid,
And part is complicated, poor stability, short life, bring very inconvenient phenomenon to user.
To achieve these goals, this utility model is to realize by the following technical solutions：A kind of Hold Hoop method jacking
Replacing time, its structure includes：Top surface, preformed plate, support block, connecting plate, arc, linking block, silica gel sheath, air permeable plate, send out
Rhizoma Dioscoreae (peeled), fix bar, expansion plate, connect band, described top surface side is provided with preformed plate, and described top surface is fixedly connected with preformed plate, described
Preformed plate side is provided with connecting plate, and described preformed plate is fixedly connected with connecting plate, is provided with support block in described connecting plate, described connection
Plate is connected by nut with support block, and described top surface has arc, and described top surface is fixedly connected with arc, described support
Block is fixedly connected with arc, and described preformed plate is provided with linking block, and described preformed plate is passed through chain angle and is flexibly connected with linking block,
Described arc is provided with silica gel sheath, and described arc is fixedly connected with silica gel sheath.
Further, described preformed plate is provided with multiple preformed holes.
The beneficial effects of the utility model, can be with lodge at the top of pier stud by arranging top surface, and preformed plate is using reserved
Hole, connects 2 integrated members, thus forming entirety, support block is used for supporting connecting plate bottom surface, prevents from deforming, support block is permissible
Increase top surface spatial area, arc can increase the globality of integrated member and pier stud, and silica gel sheath can prevent from coming off.This reality
Good, the short construction period with support, labour cost is low, expense little it is not easy to come off, and part is simple, high safety, the longevity
Life length, brings very convenient to user.
Brief description
By reading detailed description non-limiting example made with reference to the following drawings, of the present utility model other special
Levy, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural representation of this utility model Hold Hoop method jacking replacing time；
Fig. 2 is a kind of this utility model Hold Hoop method jacking replacing time outside drawing.
In figure：1- top surface, 2- preformed plate, 3- support block, 4- connecting plate, 5- arc, 6- linking block, 7- silica gel sheath.
Specific embodiment
Technological means, creation characteristic, reached purpose and effect for making this utility model realize are easy to understand, below
In conjunction with specific embodiment, this utility model is expanded on further.
Refer to Fig. 1, Fig. 2, this utility model provides a kind of Hold Hoop method jacking replacing time technical scheme：Its structure bag
Include：Top surface 1, top surface 1 can be with lodge at the tops of pier stud, and preformed plate 2, preformed plate 2 utilize preformed hole, connect 2 integrated members,
Thus forming entirety, support block 3, support block 3 can increase top surface spatial area, and connecting plate 4, arc 5, arc 5 are permissible
Increase the globality of integrated member and pier stud, described top surface 1 side is provided with preformed plate 2, and described top surface 1 is fixedly connected with preformed plate 2,
Described preformed plate 2 side is provided with connecting plate 4, and preformed plate 2 is fixedly connected with connecting plate 4, is provided with support block 3 in described connecting plate 4, even
Fishplate bar 4 is connected by nut with support block 3, and described top surface 1 has arc 5, and described top surface 1 is fixedly connected with arc 5,
Support block 3 is fixedly connected with arc 5, and described preformed plate 2 is provided with linking block 6, and preformed plate 2 is lived with being connected block 6 by chain angle
It is dynamically connected, arc 5 is provided with silica gel sheath 7, arc 5 is fixedly connected with silica gel sheath 7, is provided with air permeable plate 8, arc after arc 5
It is connected by nut between shape plate 5 and air permeable plate 8, air permeable plate 8 side is provided with light-emitting section 9, support block 3 is fixedly connected with light-emitting section 9,
It is provided with fix bar 10 between support block 3, be fixedly connected by fix bar 10 between support block 3, arc 5 is provided with expansion plate
11, arc 5 is flexibly connected with expansion plate 11 by chain angle, is connected by connect band 12 between expansion plate 11 and light-emitting section 9,
Described preformed plate 2 is provided with multiple preformed holes.
When being used, can be with lodge at the top of pier stud by arranging top surface 1, preformed plate 2 utilizes preformed hole, connects
2 integrated members, thus forming entirety, support block 3 is used for supporting connecting plate 4 bottom surface, prevents from deforming, support block 3 can increase
Top surface spatial area, arc 5 can increase the globality of integrated member and pier stud, and silica gel sheath 7 can prevent from coming off.This practicality
Support is good, jack can be provided to lay construction space and platform, short construction period in jacking, labour cost is low, takes
With little it is not easy to come off, and part is simple, high safety, and life-span length is brought very convenient to user.To solve now
Equipment supportive poor, long construction period, labour cost is high, expensive, easily comes off, and part is complicated, poor stability, the life-span
Short, bring very inconvenient phenomenon to user.
Of the present utility model ultimate principle and principal character and of the present utility model advantage have been shown and described above, for
It is clear that this utility model is not limited to the details of above-mentioned one exemplary embodiment for those skilled in the art, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, this utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, scope of the present utility model is by institute
Attached claim rather than described above limit, it is intended that will fall in the implication and scope of the equivalency of claim
All changes are included in this utility model.Any reference in claim should not be considered as limiting involved right
Require.
Moreover, it will be appreciated that although this specification is been described by according to embodiment, not each embodiment only wraps
Containing an independent technical scheme, only for clarity, those skilled in the art should for this narrating mode of description
Using description as an entirety, the technical scheme in each embodiment can also form those skilled in the art through appropriately combined
Understandable other embodiment.
Claims (2)
1. a kind of Hold Hoop method jacking replacing time it is characterised in that：Its structure includes：Top surface (1), preformed plate (2), support block
(3), connecting plate (4), arc (5), linking block (6), silica gel sheath (7), described top surface (1) side is provided with preformed plate (2), described top
Face (1) is fixedly connected with preformed plate (2), and described preformed plate (2) side is provided with connecting plate (4), described preformed plate (2) and connecting plate
(4) it is fixedly connected, in described connecting plate (4), is provided with support block (3), described connecting plate (4) is with support block (3) by nut even
Connect, described top surface (1) has arc (5), described top surface (1) is fixedly connected with arc (5), described support block (3) with
Arc (5) is fixedly connected, and described preformed plate (2) is provided with linking block (6), and described preformed plate (2) is passed through chain angle and is connected block
(6) it is flexibly connected, described arc (5) is provided with silica gel sheath (7), and described arc (5) is fixedly connected with silica gel sheath (7).
2. a kind of Hold Hoop method jacking replacing time according to claim 1 it is characterised in that：Set on described preformed plate (2)
There are multiple preformed holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620933111.2U CN205954503U (en) | 2016-08-24 | 2016-08-24 | Support is changed in jacking of staple bolt method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620933111.2U CN205954503U (en) | 2016-08-24 | 2016-08-24 | Support is changed in jacking of staple bolt method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205954503U true CN205954503U (en) | 2017-02-15 |
Family
ID=57977360
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620933111.2U Expired - Fee Related CN205954503U (en) | 2016-08-24 | 2016-08-24 | Support is changed in jacking of staple bolt method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205954503U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107142855A (en) * | 2017-05-17 | 2017-09-08 | 广州市精特建筑工程有限公司 | Bridge single pier bearing replacement, maintenance jacking anchor ear |
-
2016
- 2016-08-24 CN CN201620933111.2U patent/CN205954503U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107142855A (en) * | 2017-05-17 | 2017-09-08 | 广州市精特建筑工程有限公司 | Bridge single pier bearing replacement, maintenance jacking anchor ear |
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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: 20170215 Termination date: 20170824 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |