CN206397264U - One kind is used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance - Google Patents
One kind is used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance Download PDFInfo
- Publication number
- CN206397264U CN206397264U CN201621416899.6U CN201621416899U CN206397264U CN 206397264 U CN206397264 U CN 206397264U CN 201621416899 U CN201621416899 U CN 201621416899U CN 206397264 U CN206397264 U CN 206397264U
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- China
- Prior art keywords
- enclosing
- column
- plate
- corrosion
- wind resistance
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- 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.)
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Abstract
It is used to be provided with enclosing plate, the interconnection that can be adjusted by regulating bolt between the enclosing plate and the column between the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, including at least two columns, the adjacent column the utility model discloses one kind；Several through holes are uniformly offered on each piece of enclosing plate；The middle and upper part of each column is provided with the skewed horizontal load that bottom is fixedly connected with the ground, the interconnection that can be adjusted by regulating bolt between the skewed horizontal load and the column.The utility model holds that wind effective area is small, and reduction wind does preservative treatment to the load of enclosing to enclosing, can be effectively applicable to coastal area, resist multiple typhoon；Enclosing is entirely precast segment, and assembled in situ is simple to operate without employing naked light, and work efficiency is high；Panel cut out, load reduces, and can effectively reduce materials'use amount, saves cost；What wind resistance, corrosion resistance can effectively improve coastal area enclosing is used in turn rate.
Description
Technical field
The utility model is related to building enclosing, more particularly to a kind of to be used for that typhoon prone areas assembled wind resistance is corrosion-resistant to be enclosed
Gear.
Background technology
In recent years, domestic construction market development was rapid, and also development real estate or Daxing basis are set one after another in domestic coastal city
Construction is applied, and civilized construction, green construction technology require more and more higher, and aspect is gone along with sb. to guard him at the construction field (site), construction guard fender is used more
Construction site temporary enclosed is carried out, and there is following technical barrier in the coastal construction guard fender application for waiting typhoon prone areas：1.
The traditional enclosing wind loading rating in coastal area is weak, is fixedly connected with mode complexity, turnover utilization rate and low construction efficiency；2. littoral
Area's tradition enclosing consumptive material is more, and overall weight is big, less economical；3. coastal area tradition enclosing corrosion-resistant, durability is low；4.
Coastal area tradition enclosing, which is installed, needs iron wire colligation or weldering to cut, and artificial and machine cost is high.
Utility model content
The purpose of this utility model be overcome it is of the prior art it is not enough there is provided a kind of wind loading rating is strong, corrosion resistance is strong,
Peace tears simple open, and peace splits into relatively low, and greatly improves the construction temporary construction fence of scene turnover utilization rate.
The technical scheme that the utility model is used is：One kind is used for that typhoon prone areas assembled wind resistance to be corrosion-resistant encloses
Enclosing plate is provided between gear, including at least two columns, the adjacent column, between the enclosing plate and the column
The interconnection that can be adjusted by regulating bolt；Several through holes are uniformly offered on each piece of enclosing plate；Each
The middle and upper part of the column is provided with the skewed horizontal load that bottom is fixedly connected with the ground, the skewed horizontal load and the column it
Between the interconnection that can be adjusted by regulating bolt.
The enclosing plate is the hardened structure of day glyph framework or groined type frame plate structure being made up of panel and Vierendeel girder.
The panel is made up of steel plate through hole milling, and the Vierendeel girder is made up of square steel.
The column is made up of channel-section steel.
Offered on the vertical Vierendeel girder of the enclosing plate along short transverse on some groups of circular holes, the web of the column
Offer and the one-to-one rectangular through holes of circular hole on the vertical Vierendeel girder of enclosing plate, the enclosing plate and described
By the regulating bolt through on the circular hole and the column web on the vertical Vierendeel girder of enclosing plate between column
Rectangular through holes are connected with each other.
Top on the wing plate of the column with the skewed horizontal load offers rectangular through holes, the column and institute respectively
State between skewed horizontal load by the regulating bolt through the rectangular through holes on the column wing plate and the skewed horizontal load top
The rectangular through holes in portion are connected with each other.
The bottom of the column is provided with column bottom end plate, and the column bottom end plate is fixed by fixture and ground to be connected
Connect.
The bottom of the skewed horizontal load is provided with diagonal brace bottom end plate, and the diagonal brace bottom end plate is fixed by fixture with ground
Connection.
The outer surface of the enclosing plate is painted with one layer of anticorrosive paint.
The beneficial effects of the utility model are：
1st, the utility model holds that wind effective area is small, substantially reduces load of the wind to enclosing structure, and enclosing structure is done
Preservative treatment, can be effectively applicable to coastal area, resist multiple typhoon；
2nd, the utility model enclosing is entirely precast segment, and assembled in situ is simple to operate without employing naked light, and work efficiency is high；
3rd, the panel cut out of the utility model enclosing plate, load reduces, and can effectively reduce materials'use amount, save into
This；
What the 4th, wind resistance of the present utility model, corrosion resistance can effectively improve coastal area enclosing is used in turn rate.
Brief description of the drawings
Fig. 1：The utility model main structure diagram；
Fig. 2：The utility model left view structural representation；
Fig. 3：The utility model A partial enlargement structural representations；
Fig. 4：The utility model column main structure diagram；
Fig. 5：The utility model column left view structural representation；
Fig. 6：The utility model column overlooking the structure diagram；
Fig. 7：The utility model skewed horizontal load left view structural representation；
Fig. 8：The utility model column bottom end plate overlooking the structure diagram；
Fig. 9：The utility model diagonal brace bottom end plate overlooking the structure diagram.
Accompanying drawing is marked：1st, enclosing plate；2nd, column；3rd, skewed horizontal load；4th, column bottom end plate；5th, diagonal brace bottom end plate；6th, it is solid
Determine part；7th, regulating bolt；8th, rectangular through holes；9th, rectangular through holes；
Embodiment
The utility model will be further described below in conjunction with the accompanying drawings.
As shown in accompanying drawing 1 to Fig. 9, one kind is used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, including at least two
Enclosing plate 1, the enclosing plate 1 and the column 2 are provided between the individual column 2 being made up of channel-section steel, the adjacent column 2
Between the interconnection that can be adjusted by regulating bolt 7.Large area uniformly offers several on each piece of enclosing plate 1
Small-bore through hole, wherein, the enclosing plate 1 is that the Vierendeel girder that the panel and square steel being made up of steel plate through hole milling are made is constituted
Day hardened structure of glyph framework or groined type frame plate structure.To realize the mutually interconnection between the enclosing plate 1 and the column 2
Connect, offer and opened on some groups of circular holes, the web of the column 2 along short transverse on the vertical Vierendeel girder of the enclosing plate 1
Provided with the one-to-one rectangular through holes 8 of circular hole on the vertical Vierendeel girder of the enclosing plate 1, the enclosing plate 1 and institute
State between column 2 by the regulating bolt 7 through the circular hole and the abdomen of the column 2 on the vertical Vierendeel girder of the enclosing plate 1
Rectangular through holes 8 on plate are connected with each other, and can adjust surrounding baffle by position of the regulating bolt 7 in rectangular through holes 8
The upper-lower position of block 1.
In the utility model, it is oblique that the middle and upper part of each column 2 is provided with that bottom is fixedly connected with the ground
Support 3, the interconnection that can be adjusted by regulating bolt 7 between the skewed horizontal load 3 and the column 2.It is described oblique to realize
Open respectively at top on interconnection between support 3 and the column 2, the wing plate of the column 2 with the skewed horizontal load 3
Provided with rectangular through holes 9, the wing of column 2 is passed through by the regulating bolt 7 between the column 2 and the skewed horizontal load 3
The rectangular through holes 9 of rectangular through holes 9 and the top of the skewed horizontal load 3 on plate are connected with each other, and can be existed by regulating bolt 7
The regulation of the skewed horizontal load 3 is realized in position in rectangular through holes 9, following column bottom end plates 4 is flushed with ground.
In the utility model, the bottom of the column 2 is provided with column bottom end plate 4, and the column bottom end plate 4 passes through welding
It is connected with the column 2, the column bottom end plate 4 is fixedly connected with the ground by fixture 6, the column bottom end plate 4 is opened
It is used for the circular hole of mounting fixing parts 6 provided with four；The bottom of the skewed horizontal load 3 is provided with diagonal brace bottom end plate 5, the diagonal brace bottom
End plate 5 is connected by welding with the skewed horizontal load 3, and the diagonal brace bottom end plate 5 is fixedly connected with the ground by fixture 6,
The diagonal brace bottom end plate 5, which offers four, is used for the circular hole of mounting fixing parts 6.In the present embodiment, the column bottom end plate 4 is consolidated
The fixture 6 for determining part 6 and the diagonal brace bottom end plate 5 uses foundation bolt.
In the utility model, to improve the decay resistance of enclosing, the outer surface of the enclosing plate is painted with one layer and prevented
Rotten coating.
The form of construction work of the utility model enclosing comprises the following steps：First, during installation with the vertical columns 2 of fixture 6 with
Column bottom end plate 4；After fixed completion, pass through the installation enclosing of regulating bolt 7 plate 1 between column 2；Enclosing plate 1 and vertical
Post 2 connect it is integral after, skewed horizontal load 3 is tentatively connected with column 2 by regulating bolt 7；Then according to field condition, adjust
Skewed horizontal load 3 is saved, column bottom end plate 4 is flushed with ground, and diagonal brace bottom end plate 5 is fixed on ground with fixture 6；Finally
Finely tune each component, fastening adjustment bolt 7 and fixture 6.
Claims (9)
1. one kind is used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, including at least two columns, it is characterised in that phase
Enclosing plate, the phase that can be adjusted by regulating bolt between the enclosing plate and the column are provided between the adjacent column
Connect；Several through holes are uniformly offered on each piece of enclosing plate；The middle and upper part of each column is respectively provided with
There is the skewed horizontal load that bottom is fixedly connected with the ground, can be adjusted by regulating bolt between the skewed horizontal load and the column
It is connected with each other.
2. according to claim 1 be used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, it is characterised in that described
Enclosing plate is the hardened structure of day glyph framework or groined type frame plate structure being made up of panel and Vierendeel girder.
3. according to claim 2 be used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, it is characterised in that described
Panel is made up of steel plate through hole milling, and the Vierendeel girder is made up of square steel.
4. according to claim 1 be used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, it is characterised in that described
Column is made up of channel-section steel.
5. according to claim 1 be used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, it is characterised in that described
Offered on the vertical Vierendeel girder of enclosing plate along short transverse offered on some groups of circular holes, the web of the column with it is described
The one-to-one rectangular through holes of circular hole on the vertical Vierendeel girder of enclosing plate, pass through between the enclosing plate and the column
The regulating bolt passes through the rectangular through holes phase on circular hole and the column web on the vertical Vierendeel girder of enclosing plate
Connect.
6. according to claim 1 be used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, it is characterised in that described
On the wing plate of the column and top of the skewed horizontal load offers rectangular through holes respectively, the column and the skewed horizontal load it
Between led to by the regulating bolt through the rectangular through holes on the column wing plate and the rectangle at the top of the skewed horizontal load
Hole is connected with each other.
7. according to claim 1 be used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, it is characterised in that described
The bottom of column is provided with column bottom end plate, and the column bottom end plate is fixedly connected with the ground by fixture.
8. according to claim 1 be used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, it is characterised in that described
The bottom of skewed horizontal load is provided with diagonal brace bottom end plate, and the diagonal brace bottom end plate is fixedly connected with the ground by fixture.
9. according to claim 1 be used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance, it is characterised in that described
The outer surface of enclosing plate is painted with one layer of anticorrosive paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621416899.6U CN206397264U (en) | 2016-12-22 | 2016-12-22 | One kind is used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621416899.6U CN206397264U (en) | 2016-12-22 | 2016-12-22 | One kind is used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206397264U true CN206397264U (en) | 2017-08-11 |
Family
ID=59511415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621416899.6U Expired - Fee Related CN206397264U (en) | 2016-12-22 | 2016-12-22 | One kind is used for the corrosion-resistant enclosing of typhoon prone areas assembled wind resistance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206397264U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107939156A (en) * | 2017-12-08 | 2018-04-20 | 中冶天工集团天津有限公司 | The assembling type enclosing shield and its construction method of a kind of rapid construction |
| CN110388176A (en) * | 2019-07-30 | 2019-10-29 | 辽宁龙星环保科技有限公司 | A kind of prefabricated factory's wind resistance gate |
| CN115559511A (en) * | 2022-12-01 | 2023-01-03 | 北京市第三建筑工程有限公司 | Sliding enclosure system of high-rise top overhanging structure and wind pressure resistance design method thereof |
-
2016
- 2016-12-22 CN CN201621416899.6U patent/CN206397264U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107939156A (en) * | 2017-12-08 | 2018-04-20 | 中冶天工集团天津有限公司 | The assembling type enclosing shield and its construction method of a kind of rapid construction |
| CN110388176A (en) * | 2019-07-30 | 2019-10-29 | 辽宁龙星环保科技有限公司 | A kind of prefabricated factory's wind resistance gate |
| CN110388176B (en) * | 2019-07-30 | 2024-03-15 | 辽宁龙星环保科技有限公司 | Prefabricated factory wind-resistant gate of assembled |
| CN115559511A (en) * | 2022-12-01 | 2023-01-03 | 北京市第三建筑工程有限公司 | Sliding enclosure system of high-rise top overhanging structure and wind pressure resistance design method thereof |
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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: 20170811 Termination date: 20211222 |