CN206637121U - Sway in both directions support - Google Patents
Sway in both directions support Download PDFInfo
- Publication number
- CN206637121U CN206637121U CN201621467732.2U CN201621467732U CN206637121U CN 206637121 U CN206637121 U CN 206637121U CN 201621467732 U CN201621467732 U CN 201621467732U CN 206637121 U CN206637121 U CN 206637121U
- Authority
- CN
- China
- Prior art keywords
- sway
- directions support
- support
- base plate
- upright post
- 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.)
- Active
Links
Abstract
It the utility model is related to a kind of sway in both directions support, including waving bracket upright post, the bottom for waving bracket upright post has column base plate, the column base plate is arranged on backing plate, and it can be rotated in the upper surface of the backing plate, the outer sheath of column base plate is provided with shear resisting board, for bearing the horizontal shear of the suspension column for waving bracket upright post.The utility model sway in both directions support Design is more reasonable, strong applicability.
Description
Technical field
It the utility model is related to a kind of support of pipelines of field of civil engineering, more particularly to a kind of sway in both directions support.
Background technology
Usually there is the grid intersected in length and breadth in the industrial working of modernization, convey various liquid, gas and solid
Medium is to meet the needs of production.In addition to section of tubing can be with buried-pipe laying, largely it is required for making somebody a mere figurehead arrangement on the ground,
To meet that safety, maintenance etc. require.In order to realize aerial pipeline, must just there is supporting construction, miscellaneous support of pipelines is just
It is the supporting construction of pipeline.Support of pipelines is in addition to meeting the requirements such as carrying self weight of pipeline, wind load, geological process, temperature influence
Constraint of the rigidity to pipeline of support of pipelines itself is also reduced to greatest extent, pushed away with reducing the level of support of pipelines system
Power, the steel using amount of support of pipelines is saved, reach economic purpose.It is exactly that one kind can either bear pipe load and can to wave support
One of supporting way of pipeline constraint is reduced to greatest extent.Especially in the rotation angle position of pipeline, it is desirable to which support is in level two
Direction can loosen the constraint to pipeline (see cradle top 30 in Fig. 1, is waved relative to its root 31 displacement X1 and Y1), and this is just
Need sway in both directions support.
Sway in both directions support can not form the displacement constraint of two horizontal directions of pipeline again while pipe load is born,
To reduce the horizontal thrust of support of pipelines system, therefore require to wave support suspension column, i.e. steel column and foundation connection, can be two-way
Rotate.Sway in both directions support suspension column, it is common practice to one piece of square backing plate 33 is set on basic 32 embedded parts, column root-plate is put
It is connected on backing plate 33 and using angle steel 34 and bolt 35 with basis 32, as shown in Figure 2.
Above-mentioned way has two defects：One, realized because suspension column rotates mainly by the elastic deformation of bolt 35 and bottom plate 33,
And steel are limited in elastic range planted agent's variable, so the turning power of suspension column reality is very limited；Two, the bolt of the suspension column
35 will bear horizontal shear, and this does not allow typically in design specification.
Utility model content
In order to overcome drawbacks described above, the utility model provides a kind of displacement constraint reduced to two horizontal directions of pipeline
Wave support.
Technical scheme is used by the utility model solves its technical problem：A kind of sway in both directions support, including wave
Bracket upright post, the bottom for waving bracket upright post have column base plate, and the column base plate is arranged on backing plate, and can be in the backing plate
Upper surface rotated, the outer sheath of column base plate is provided with shear resisting board, for bearing the level of the suspension column for waving bracket upright post
Shearing.
Wherein, the upper surface of the backing plate is arc.
Wherein, on the basis of the backing plate is fixed on.
Wherein, the column base plate is fixed by the foundation bolt provided with spring.
Wherein, the foundation bolt is fixed to the basis.
Wherein, the shear resisting board is annular shape, and the outer edge for surrounding and being close to the column base plate is set.
Wherein, the shear resisting board bottom is provided with spilled water hole.
Wherein, the top for waving bracket upright post is fixedly connected with pipeline.
The utility model sway in both directions support Design is more reasonable, strong applicability.
Brief description of the drawings
The above and other feature of the utility model, property and advantage are by by with reference to the accompanying drawings and examples
Describing and become apparent, identical reference represents identical feature all the time in the accompanying drawings, wherein：
Fig. 1 is schematic diagram of the existing sway in both directions support in two horizontal direction displacements.
Fig. 2 is the foot joint of sway in both directions support shown in Fig. 1.
Fig. 3 is the foot joint of the utility model sway in both directions support.
Fig. 4 is the top view of the foot joint of the sway in both directions support in Fig. 3.
Drawing label declaration：
Arc backing plate 1；Shear resisting board 2；Spilled water hole 20；Foundation bolt 3；Column 4；Column base plate 40；Basis 5.
Embodiment
Embodiment of the present utility model is described with detailed reference to accompanying drawing now.Now with detailed reference to of the present utility model excellent
Embodiment is selected, its example is shown in the drawings.In the case of any possible, it will be marked and using identical in all of the figs
Represent same or analogous part.In addition, although the term used in the utility model is selected from public term
Select, but some terms mentioned in the utility model specification are probably applicant to be selected by his or her judgement
, its detailed meanings illustrates in the relevant portion of description herein.In addition, it is desirable to not only by used actual art
Language, and the meaning that is also to be contained by each term understands the utility model.
With reference to shown in Fig. 3 and Fig. 4, the utility model provides a kind of sway in both directions support, the design energy of its foot joint
Enough reduce the displacement constraint to pipe level both direction.The foot joint includes backing plate 1, shear resisting board 2, the lower margin spiral shell with spring
Bolt 3 and the column 4 for waving support.
Concrete structure is：The backing plate 1 is fixed on the built-in fitting of concrete foundation 5, the upper surface of the backing plate 1 is arc
Shape.The bottom for waving bracket upright post 4 has column base plate 40, and the center of the column base plate 40 is placed on arc backing plate 1, because
The upper surface of backing plate 1 is arc, so column base plate 40 can easily rotate in the upper surface of backing plate 1, even if suspension column energy
It is enough easily to rotate.The periphery of column base plate 40 is connected by four foundation bolts 3 with spring with basis 5, due to spring
Elastic force is acted on, and self-support can be fixed temporarily when mounted by waving bracket upright post 4.
The outer sheath of column base plate 40 is provided with shear resisting board 2, and the shear resisting board 2 is supported on basis 5, is surround and is close to outside column base plate 40
Edge is set, and when waving 4 top two-way horizontal displacement of bracket upright post, the shear resisting board 2 bears the two-way horizontal power of suspension column.This is anti-
Shear 2 is annular shape, and bottom is additionally provided with spilled water hole 20, is easy to internal rainwater ponding to discharge.
During normal use, wave the top of bracket upright post 4 and be fixedly connected with pipeline, when pipeline there are two horizontal direction displacements
When, because the setting of backing plate 1, wave the suspension column of bracket upright post 4 and can follow and wave the top two-way horizontal displacement of bracket upright post 4 and double
To rotation, while the and can of shear resisting board 2 enough bears two-way horizontal shearing, avoids foundation bolt 3 by the horizontal shear.
The utility model sway in both directions support calculates in use, according to the arrangement and misalignment of pipeline and determines lower margin spiral shell
The modulus of elasticity and length of the spring of bolt 3, will not form the displacement of pipe level both direction again while pipe load is born
Constraint, so as to reduce pipeline thrust and supports loading to greatest extent, so as to realize reasonable, safe, economic purpose.
The utility model sway in both directions support Design is more reasonable, strong applicability, easy for installation, saving construction costs.
Technical principle of the present utility model is described above in association with instantiation.These descriptions are new only for this practicality is explained
The technical principle of type, and the limitation to scope of protection of the utility model can not be construed in any way.Therefore, it is every without departing from
The content of technical solutions of the utility model, any simply repaiied to made for any of the above embodiments according to the technical essence of the utility model
Change, equivalent variations and modification, in the range of still falling within technical solutions of the utility model protection.
Claims (8)
1. a kind of sway in both directions support, including wave bracket upright post, it is characterised in that：The bottom for waving bracket upright post has post
Bottom plate, the column base plate are arranged on backing plate, and can be rotated in the upper surface of the backing plate, and the outer sheath of column base plate is provided with
Shear resisting board, for bearing the horizontal shear of the suspension column for waving bracket upright post.
2. sway in both directions support as claimed in claim 1, it is characterised in that：The upper surface of the backing plate is arc.
3. sway in both directions support as claimed in claim 2, it is characterised in that：On the basis of the backing plate is fixed on.
4. sway in both directions support as claimed in claim 3, it is characterised in that：The column base plate passes through the lower margin spiral shell provided with spring
Bolt is fixed.
5. sway in both directions support as claimed in claim 4, it is characterised in that：The foundation bolt is fixed to the basis.
6. sway in both directions support as claimed in claim 1, it is characterised in that：The shear resisting board is annular shape, surround and is close to
The outer edge of the column base plate is set.
7. sway in both directions support as claimed in claim 6, it is characterised in that：The shear resisting board bottom is provided with spilled water hole.
8. sway in both directions support as claimed in claim 5, it is characterised in that：The top for waving bracket upright post is consolidated with pipeline
Fixed connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621467732.2U CN206637121U (en) | 2016-12-29 | 2016-12-29 | Sway in both directions support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621467732.2U CN206637121U (en) | 2016-12-29 | 2016-12-29 | Sway in both directions support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206637121U true CN206637121U (en) | 2017-11-14 |
Family
ID=60260198
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621467732.2U Active CN206637121U (en) | 2016-12-29 | 2016-12-29 | Sway in both directions support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206637121U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824633A (en) * | 2018-05-31 | 2018-11-16 | 中国建筑股份有限公司 | The not damaged energy consumption frame-shear-wall structure system of assembled and its construction method |
| CN108824633B (en) * | 2018-05-31 | 2024-05-14 | 中国建筑股份有限公司 | Assembled nondestructive energy consumption frame shear wall structure system and construction method thereof |
-
2016
- 2016-12-29 CN CN201621467732.2U patent/CN206637121U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824633A (en) * | 2018-05-31 | 2018-11-16 | 中国建筑股份有限公司 | The not damaged energy consumption frame-shear-wall structure system of assembled and its construction method |
| CN108824633B (en) * | 2018-05-31 | 2024-05-14 | 中国建筑股份有限公司 | Assembled nondestructive energy consumption frame shear wall structure system and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103114604B (en) | Prestressed concrete tubular type wind generating set foundation | |
| CN209412683U (en) | A kind of supporting system for aqueduct | |
| CN204845994U (en) | A transfer car(buggy) for chemical pipeline | |
| CN207362861U (en) | A kind of soft base support of pipe gallery | |
| CN109763604A (en) | A kind of central steel cast steel Special-Shaped Column | |
| CN206637121U (en) | Sway in both directions support | |
| CN204125935U (en) | A kind of micropore castinplace pile being applicable to solar photovoltaic bracket basis | |
| CN207017300U (en) | A kind of corrugated steel retaining wall | |
| CN2554230Y (en) | Screw anchor | |
| CN205637809U (en) | Consolidate sections tower base | |
| CN108533052A (en) | One kind continuing the adjustable transmission of electricity support construction in large deformation area for ground | |
| CN102605798A (en) | Support foundation for solar photovoltaic power station and onsite construction method for support foundation | |
| CN206495550U (en) | The tower-like communication base station of single tube | |
| CN202954365U (en) | Prefabricated detachable foundation pit ladder rest platform and diaphragm wall connection structure | |
| CN202466615U (en) | Support foundation for solar photovoltaic power generation station | |
| CN106013213B (en) | A kind of offshore wind farm pile foundation and its application method for increasing single-machine capacity | |
| CN201169781Y (en) | Cap digging pit structure | |
| CN205555788U (en) | But height -adjusting to a heavy buffer | |
| CN209669889U (en) | Suspension type riding track assembled attached wall fashioned iron English truss | |
| CN206144246U (en) | Framework that lattice formula framework post and A type framework post combined together | |
| CN203085582U (en) | Photovoltaic module adjusting mechanism and photovoltaic bracket system | |
| CN206706828U (en) | A kind of corrugated steel pipe gallery variable bit support connection structure | |
| CN206402153U (en) | A kind of photovoltaic power plant bracket of adjustable inclination | |
| CN201407417Y (en) | Pipeline supporting frame node structure on concrete workshop post | |
| CN105089036A (en) | Novel six-leg platform jacket |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |