CN206110793U - Do not take framework of ground area - Google Patents
Do not take framework of ground area Download PDFInfo
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- CN206110793U CN206110793U CN201621103082.3U CN201621103082U CN206110793U CN 206110793 U CN206110793 U CN 206110793U CN 201621103082 U CN201621103082 U CN 201621103082U CN 206110793 U CN206110793 U CN 206110793U
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Abstract
The utility model discloses a do not take framework of ground area, include: first framework and second framework. First framework and second framework integrated into one piece, first framework is qualified for the next round of competitions along north, and the second framework is qualified for the next round of competitions along east, and first framework makes up " L " type framework with the second framework, the third framework that first framework and second framework constitute is equipped with frame girder, framework post, intercolumniation support and bracing, and the third framework is arranged on master control building frame construction post capital. The utility model discloses a framework is arranged at master control building frame construction post capital, and the abundant effectual transformer substation's land used area that has utilized has slowed down electric power construction and has robbed the contradiction on ground and greatly saved the framework volume with city construction.
Description
Technical field
This utility model is related to mechanical engineering field, more particularly to a kind of framework for being not take up ground area.
Background technology
Transformer substation framework typically adopts bent structure, truss column to adopt A type straight seam welding round steel pipes, frame girder to adopt triangle
Deformation section, steel pipe chord member, angle steel web member, bolted lattice girder steel, it is beam-column hinged, post and beam chord member joints it is equal
Connected using rigidity or flexible flange, truss column capital sets ground terminal and discharging rod, galvanizing anti-corrosion, framework adopts reinforced concrete
Native isolated footing, plug-in type rim of a cup.
Above-mentioned arrangement has the disadvantage that：1st, in the case where urban land is very rare, a large amount of soils are taken；
2nd, framework amount is big.
In order to solve the above problems, this utility model urgent need develops one kind can not be accounted for soil and can save framework work
The framework of journey amount.
Utility model content
The purpose of this utility model is to provide a kind of framework for being not take up ground area, is taken with solving current transformer substation framework
A large amount of soils and the big problem of framework amount.
In this utility model, there is provided a kind of framework for being not take up ground area, including：First framework and the second framework,
First framework and the second framework are integrally formed；
, along northern outlet, second framework is along eastern outlet, first framework and the second framework combinations for first framework
Into " L " type framework；
The 3rd framework that first framework and the second framework are constituted is provided with frame girder, truss column, column braces and tiltedly
Support；And
3rd framework is arranged on master control building frame structure post capital.
In another preference, the 3rd framework along north side set 2-10 across, along east side set 2-10 across.
In another preference, the described 3rd be framed in end bay and in have the column braces.
In another preference, the frame girder, truss column, column braces and diagonal brace adopt straight seam welding single steel pipe；
And
The frame girder is connected using flexible flange with truss column, and the column braces are connected using plate with the truss column
Connect.
In another preference, the truss column suspension column is uniformly placed in the master control building frame structure post post with diagonal brace suspension column
Top；
The master control building frame structure post capital pre-embedded anchoring bolts；
Also, the truss column suspension column and diagonal brace suspension column are using the foundation bolt and the master control building frame structure post post
Top is connected.
In another preference, the height of the 3rd framework is 5-25m, and length is 10-50m, and width is 10-
50m。
It should be understood that in the range of this utility model, above-mentioned each technical characteristic of the present utility model and below (as implemented
Example) in can be combined with each other between each technical characteristic for specifically describing, so as to constitute new or preferred technical scheme.It is limited to
Length, this is no longer going to repeat them.
Description of the drawings
Fig. 1 is the structural representation of the framework that ground area is not take up in the embodiment of this utility model one.
Specific embodiment
The present inventor develops first a kind of framework for being not take up ground area, the framework through extensively in-depth study
Master control building frame structure post capital is arranged in, it is sufficiently effective to make use of transformer station's land area along two different directions outlets,
Slow down power construction and rob the contradiction on ground with urban construction, this utility model is completed on this basis.
It is not take up the framework of ground area
This utility model provides a kind of framework for being not take up ground area, including：First framework and the second framework, described
One framework and the second framework are integrally formed.
, along northern outlet, second framework is along eastern outlet, first framework and the second framework combinations for first framework
Into " L " type framework.
The 3rd framework that first framework and the second framework are constituted is provided with frame girder, truss column, column braces and tiltedly
Support.
3rd framework is arranged on master control building frame structure post capital.
The framework work progress that this is not take up ground area is as follows：
A () is in master control building frame structure post capital pre-embedded anchoring bolts；
B () lifting framework post and frame girder, by truss column suspension column pre-embedded anchoring bolts are directed at, bolt is tightened after laminating, Gu
Determine truss column, frame girder flexible flange is connected with truss column；
C () lifts column braces, column braces are connected in plate mode with truss column；
D () lifts diagonal brace, diagonal brace suspension column alignment pre-embedded anchoring bolts tighten bolt, fixed diagonal brace after laminating；
E () construction is completed.
Major advantage of the present utility model includes：
A framework is arranged in master control building frame structure post capital, sufficiently effective profit by () by optimizing framework arrangement
With transformer station's land area, slow down power construction and rob the contradiction on ground with urban construction.
B the () framework scheme dramatically saves on framework amount.
With reference to specific embodiment, this utility model is expanded on further.It should be understood that these embodiments are merely to illustrate this
Utility model rather than restriction scope of the present utility model.The experimental technique of unreceipted actual conditions in the following example, leads to
Often according to normal condition, or according to the condition proposed by manufacturer.Unless otherwise indicated, otherwise percentage ratio and number are weight
Percentage ratio and parts by weight.
It should be noted that in the claim and description of this patent, such as first and second or the like relation
Term is used merely to make a distinction an entity or operation with another entity or operation, and not necessarily requires or imply
There is any this actual relation or order between these entities or operation.And, term " including ", "comprising" or its
Any other variant is intended to including for nonexcludability so that process, method, article including a series of key elements or
Equipment not only includes those key elements, but also including other key elements being not expressly set out, or also include for this process,
The intrinsic key element of method, article or equipment.In the absence of more restrictions, by wanting that sentence " including " is limited
Element, it is not excluded that also there is other identical element in the process including the key element, method, article or equipment.
Embodiment 1
As shown in figure 1, a kind of framework for being not take up ground area is present embodiments provided, including：First framework 1 and the second structure
Frame 2, the framework 2 of first framework 1 and second is integrally formed.
, along northern outlet, second framework 2 is along eastern outlet, the framework 2 of first framework 1 and second for first framework 1
It is combined into " L " type framework.
The 3rd framework 3 that the framework 2 of first framework 1 and second is constituted is provided with frame girder 4, truss column 5, column braces
6 and diagonal brace 7.
In the present embodiment, the 3rd framework 3 end bay and in have the column braces 6, and the 3rd framework 3
It is arranged on master control building frame structure post capital.
Embodiment 2
A kind of framework for being not take up ground area is present embodiments provided, the framework in the present embodiment is similar in embodiment 1
Framework, difference is：
In the present embodiment, the 3rd framework along north side set 8 across, along east side set 2 across；
The frame girder, truss column, column braces and diagonal brace adopt straight seam welding single steel pipe；
The frame girder is connected using flexible flange with truss column, and the column braces are connected using plate with the truss column
Connect；
The truss column suspension column is uniformly placed in the master control building frame structure post capital with diagonal brace suspension column；
The master control building frame structure post capital pre-embedded anchoring bolts；
The truss column suspension column and diagonal brace suspension column are using the foundation bolt and the master control building frame structure post capital phase
Even；
The height of the 3rd framework is 15m, and length is 30m, and width is 20m.
The all documents referred in this utility model are all incorporated as in this application reference, just as each document quilt
It is individually recited as with reference to such.In addition, it is to be understood that after above-mentioned teachings of the present utility model have been read, this area skill
Art personnel can make various changes or modifications to this utility model, and these equivalent form of values equally fall within the application claims
Book limited range.
Claims (6)
1. a kind of framework for being not take up ground area, it is characterised in that include：First framework and the second framework, first framework
It is integrally formed with the second framework；
Along northern outlet, along eastern outlet, first framework and the second framework combinations are into " L " for second framework for first framework
Type framework；
The 3rd framework that first framework and the second framework are constituted is provided with frame girder, truss column, column braces and diagonal brace；With
And
3rd framework is arranged on master control building frame structure post capital.
2. framework according to claim 1, it is characterised in that the 3rd framework sets 2-10 across setting along east side along north side
2-10 across.
3. framework according to claim 1, it is characterised in that the described 3rd be framed in end bay and in have the intercolumniation
Support.
4. framework according to claim 1, it is characterised in that the frame girder, truss column, column braces and diagonal brace are adopted
Use straight seam welding single steel pipe；And
The frame girder is connected using flexible flange with truss column, and the column braces are connected using plate with the truss column.
5. framework according to claim 1, it is characterised in that the truss column suspension column is uniformly placed in described with diagonal brace suspension column
Master control building frame structure post capital；
The master control building frame structure post capital pre-embedded anchoring bolts；
Also, the truss column suspension column and diagonal brace suspension column are using the foundation bolt and the master control building frame structure post capital phase
Even.
6. framework according to claim 1, it is characterised in that the height of the 3rd framework is 5-25m, length is
10-50m, width is 10-50m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621103082.3U CN206110793U (en) | 2016-09-30 | 2016-09-30 | Do not take framework of ground area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621103082.3U CN206110793U (en) | 2016-09-30 | 2016-09-30 | Do not take framework of ground area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206110793U true CN206110793U (en) | 2017-04-19 |
Family
ID=58528766
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621103082.3U Active CN206110793U (en) | 2016-09-30 | 2016-09-30 | Do not take framework of ground area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206110793U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178228A (en) * | 2017-06-30 | 2017-09-19 | 中国能源建设集团安徽省电力设计院有限公司 | The outlet structure of transformer station |
| CN107237537A (en) * | 2017-06-29 | 2017-10-10 | 江苏铭远杆塔有限公司 | Triangle steel tubular beam substation framework |
-
2016
- 2016-09-30 CN CN201621103082.3U patent/CN206110793U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237537A (en) * | 2017-06-29 | 2017-10-10 | 江苏铭远杆塔有限公司 | Triangle steel tubular beam substation framework |
| CN107178228A (en) * | 2017-06-30 | 2017-09-19 | 中国能源建设集团安徽省电力设计院有限公司 | The outlet structure of transformer station |
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