CN209494235U - One kind being used for steel construction vertical member mounting device - Google Patents
One kind being used for steel construction vertical member mounting device Download PDFInfo
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- CN209494235U CN209494235U CN201822140096.8U CN201822140096U CN209494235U CN 209494235 U CN209494235 U CN 209494235U CN 201822140096 U CN201822140096 U CN 201822140096U CN 209494235 U CN209494235 U CN 209494235U
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Abstract
The utility model discloses one kind to be used for steel construction vertical member mounting device, including adjustment frame, jack and spanner, jack are fixed in adjustment frame, and jack is equipped with pushing tow threaded rod, and pushing tow threaded rod is equipped with adjusting nut, and spanner acts on adjusting nut.The utility model drives pushing tow threaded rod by jack, so that pushing tow threaded rod applies active force to the upper connecting ear plate of top steel structure column, adjustment top the distance between steel structure column and lower section steel structure column, when the absolute altitude of top steel structure column reaches designed elevation, rotating spanner, spanner applies active force to adjusting nut, so that adjusting nut is fastened on jack, the upper connecting ear plate of pushing tow threaded rod support top steel structure column, adjustment process is convenient and simple, active force is applied not by the effect of weight of top steel structure column to adjusting nut, and the top of top steel structure column adjusted is in level, installation for next section of steel structure column.
Description
Technical field
The utility model belongs to steel structure column mounting technique field, and in particular to one kind is installed for steel construction vertical member
Device.
Background technique
The structure that steel construction is made of steel material is one of main building construction types.Structure is mainly by fashioned iron
With the components composition such as joist steel, steel column, steel truss made of steel plate etc., and using silanization, pure manganese phosphatization, washing drying, zinc-plated
Equal derusting rust-proofings technique.Weld seam, bolt or rivet interlacement are generallyd use between each component or component.Because its self weight is lighter, and apply
Work is easy, is widely used in the fields such as large-sized workshop, venue, Super High.
Multistory-tall building construction production has been resolved every technical problem at present, but Multistory-tall building installation measurement controls
Up to now or a problem.Traditional more high-rise column installations, when upper segmented column and the generation torsion shape dislocation of lower segmented column, pillar is needed
It is corrected by defined numerical value is standardized, the calibration method of traditional pillar is saved using the cable wind rope for adjusting pillar and in connection
Column is carried out with the mode for installing backing plate at the interim otic placode of lower segmented column additional.The not only inconvenient operation of this mode, and degree of regulation obtains
Less than guarantee.In view of the above technical problems, Chinese patent discloses a kind of entitled multi and tall steel building column in 2011.08.17
Installation measurement correcting structure (application number: utility model patent 201110236725.7), between upper segmented column and lower segmented column
Screw rod is set and adjusts unit, is the changeable support formed between upper segmented column and lower segmented column by adjusting screw rod by adjusting nut
Highly, scene obtains the measurement for multi and tall steel building column installed height mark and verticality and corrects, and is eliminated because of steel construction system
Cumulative errors in work and installation process guarantee installation accuracy.But screw rod is set between upper segmented column and lower segmented column and adjusts list
When first, adjustment nut is inconvenient, and upper segmented column, from great, force is difficult when adjusting to nut.
Utility model content
The utility model aim is to solve the above deficiencies in the existing technologies, provide a kind of vertical for steel construction
Member mounting device, adjustment process is convenient and simple, applies active force not by the effect of weight of top steel structure column to adjusting nut,
And the top of top steel structure column adjusted is in level, the installation for next section of steel structure column.
In order to solve the above-mentioned technical problem, the utility model adopts the following technical solution:
One kind being used for steel construction vertical member mounting device, it is characterised in that: including adjustment frame, jack and spanner, thousand
Jin top is fixed in adjustment frame, and jack is equipped with pushing tow threaded rod, and pushing tow threaded rod is equipped with adjusting nut, and spanner acts on adjustment
On nut.Entire elevation adjusting device is fixed on top steel structure column and lower section steel structure column by adjusting frame by the utility model
On, then by jack driving pushing tow threaded rod, make so that pushing tow threaded rod applies the upper connecting ear plate of top steel structure column
Firmly, adjustment top the distance between steel structure column and lower section steel structure column, are adjusted the absolute altitude of top steel structure column.Thousand
When jin withstands on driving pushing tow threaded rod, it is ensured that the top of top steel structure column is in level.When the absolute altitude of top steel structure column reaches
When to designed elevation, rotating spanner, spanner applies active force to adjusting nut, so that adjusting nut is fastened on jack, top
The upper connecting ear plate for pushing away threaded rod support top steel structure column, completes the Pass line adjustment of top steel structure column, and adjustment process is convenient
Simply, active force is applied not by the effect of weight of top steel structure column to adjusting nut, and top steel structure column adjusted
Top be in level, the installation for next section of steel structure column.
Further, adjustment frame includes two pieces of vertical side plate, upper cover plate and lower cover plates, and two blocks of vertical side plates are symmetrical arranged, on
Cover board and lower cover plate are respectively welded on the end of vertical side plate, and jack is fixed between two blocks of vertical side plates.By exchanging
The specific design of whole frame, convenient for controlling the installation quality of entire adjustment frame.
Further, the upper half of two blocks of vertical side plates and the lower half of two blocks of vertical side plates be all provided with there are two first adjust it is logical
Hole is equipped with the first nut on the outside of the first adjusting through-hole, and the first nut thread is connected with the first bolt, and the first bolt is set to the
One is adjusted in through-hole.First bolt of the lower half of vertical side plate acts on the lower connecting ear plate of lower section steel structure column side,
Since lower section steel structure column is fixedly connected in advance, so that the first bolt being below is for fixing entire steel structure column installation dress
It sets；First bolt of the upper half of vertical side plate acts on the upper connecting ear plate of top steel structure column side, due to entire steel
The limit of structural column mounting device is fixed on the steel structure column of lower section, so that the first bolt in top is for reversing entire top
Steel structure column, and top steel structure column is fixed.
Further, the upper half of two blocks of vertical side plates and the lower half of two blocks of vertical side plates are equipped with the second adjusting through-hole,
Second is adjusted equipped with the second bolt between through-hole, and the second bolt is equipped with the second nut, and the second nut is tightened against on vertical side plate, the
The diameter of two bolts adjusts the diameter of through-hole less than second.Can using the second bolt between the lower half of two blocks of vertical side plates as
Adjustment frame is opened to maximum angle on lower connecting ear plate, facilitates the upper connection using loop wheel machine by top steel structure column by shaft
Otic placode is hung in adjustment frame；After the completion of entire top steel structure column adjustment, it will be in the second bolt fastening of top, increased
The safety of entire top steel structure column.The Pass line adjustment of top steel structure column adjusts phase between through-hole with second in the second bolt
Gap is from the range of.
Further, upper cover plate and lower cover plate are equipped with third nut, and third nut thread is connected with third bolt.Under
The third bolt of cover board realizes that entire elevation adjusting device is fixed on the steel structure column of lower section；By the third bolt of upper cover plate,
Realize that entire top steel structure column is fixed on elevation adjusting device.
Further, the first limit plate is welded on the outside of vertical side plate, the outside of the first limit plate is equipped with the 4th nut, the
Four nut threads are connected with the 4th bolt.The 4th bolt for turning the first limit plate, under the action of four bolts, upper square steel knot
Structure column moves horizontally on the steel structure column of lower section, the horizontal position of adjustment top steel structure column.
Further, middle partition is welded between two blocks of vertical side plates, jack is set on middle partition, convenient for jack and is erected
It is fixedly connected to side plate.
Further, vertical side plate is equipped with the 5th bolt, and jack can be fixed on adjustment frame by the fixed jack of the 5th bolt
In.
Further, the two sides of vertical side plate are equipped with targeting port, can increase swing angle of the spanner between vertical side plate,
Under normal circumstances, the swing angle of the spanner is 60 °, and increases the operation of top steel structure column and the welding of lower section steel structure column
Space.
Further, it is equipped with chain between vertical side plate and spanner, prevents spanner from falling, improves the safety of construction.
The utility model is by adopting the above-described technical solution, have the advantages that
1, entire elevation adjusting device is fixed on top steel structure column and lower square steel knot by adjusting frame by the utility model
On structure column, then by jack driving pushing tow threaded rod, so that pushing tow threaded rod applies the upper connecting ear plate of top steel structure column
Add active force, adjustment top the distance between steel structure column and lower section steel structure column adjust the absolute altitude of top steel structure column
It is whole.Jack is when driving pushing tow threaded rod, it is ensured that the top of top steel structure column is in level.When the mark of top steel structure column
When up to arriving designed elevation, rotating spanner, spanner applies active force to adjusting nut, so that adjusting nut is fastened on jack
On, the upper connecting ear plate of pushing tow threaded rod support top steel structure column completes the Pass line adjustment of top steel structure column, adjusts process
It is convenient and simple, active force is applied not by the effect of weight of top steel structure column to adjusting nut, and upper square steel knot adjusted
The top of structure column is in level, the installation for next section of steel structure column.
2, the utility model principle is clear, real-time operation is easy, and control requires generally, easy to spread.
Detailed description of the invention
The utility model is described in further detail with reference to the accompanying drawing:
Fig. 1 is a kind of structural schematic diagram for steel construction vertical member mounting device of the utility model；
Fig. 2 is a kind of inner connecting structure schematic diagram for steel construction vertical member mounting device of the utility model；
Fig. 3 is the structural schematic diagram of adjustment frame in the utility model；
Fig. 4 is the structural schematic diagram of spanner in the utility model；
Fig. 5 is structural schematic diagram when the utility model is in fixed top steel structure column.
In figure, 1- adjustment frame；2- jack；3- spanner；4- adjusting nut；The vertical side plate of 5-；6- upper cover plate；7- lower cover
Plate；8- first adjusts through-hole；The first bolt of 9-；10- second adjusts through-hole；The second bolt of 11-；12- third bolt；13- interval
Plate；The 5th bolt of 14-；15- pushing tow threaded rod；Steel structure column above 16-；Steel structure column below 17-；18- upper connecting ear plate；
19- lower connecting ear plate；The first nut of 20-；21- third nut；The first limit plate of 22-；The 4th nut of 23-；The 4th bolt of 24-；
The second nut of 25-；26- chain；27- targeting port.
Specific embodiment
As shown in Figures 1 to 5, steel construction vertical member mounting device, including adjustment frame are used for for the utility model one kind
1, jack 2 and spanner 3, jack 2 are fixed in adjustment frame 1, and jack 2 is equipped with pushing tow threaded rod 15, pushing tow threaded rod 15
Equipped with adjusting nut 4, spanner 3 is acted on adjusting nut 4.
Adjustment frame 1 includes two blocks of vertical side plates 5, upper cover plate 6 and lower cover plate 7, and two blocks of vertical side plates 5 are symmetrical arranged, upper cover
Plate 6 and lower cover plate 7 are respectively welded on the end of vertical side plate 5, and jack 2 is fixed between two blocks of vertical side plates 5.By right
The specific design of adjustment frame 1, convenient for controlling the installation quality of entire adjustment frame 1.
The upper half of two blocks of vertical side plates 5 and the lower half of two blocks of vertical side plates 5 are all provided with that there are two first to adjust through-hole 8,
The outside of first adjusting through-hole 8 is equipped with the first nut 20, and the first nut 20 is threaded with the first bolt 9, and the first bolt 9 is set
It is adjusted in through-hole 8 in first.First bolt 9 of the lower half of vertical side plate 5 acts on the lower company of lower section 17 side of steel structure column
On ear connecting plate 19, since lower section steel structure column 17 is fixedly connected in advance, so that the first bolt 9 being below is for fixed entire
Steel structure column mounting device.First bolt 9 of the upper half of vertical side plate 5 acts on the upper connection of top 16 side of steel structure column
On otic placode 18, since the limit of entire steel structure column mounting device is fixed on the steel structure column 17 of lower section, so that the in top
One bolt 9 is fixed top steel structure column 16 for reversing entire top steel structure column 16.
The upper half of two blocks of vertical side plates 5 and the lower half of two blocks of vertical side plates 5 are equipped with the second adjusting through-hole 10, and second
It adjusts and is equipped with the second bolt 11 between through-hole 10, the second bolt 11 is equipped with the second nut 25, and the second nut 25 is tightened against vertical side
On plate 5, the diameter of the second bolt 11 adjusts the diameter of through-hole 10 less than second.It can will be between the lower half of two blocks of vertical side plates 5
The second bolt 11 be used as shaft, adjustment frame 1 is opened to maximum angle on lower connecting ear plate 19, facilitating will be upper using loop wheel machine
The upper connecting ear plate 18 of square steel structure column 16 is hung in adjustment frame 1；After the completion of entire top steel structure column 16 adjusts, it will locate
The second bolt 11 in top fastens, and increases the safety of entire top steel structure column 16.The absolute altitude tune of top steel structure column 16
It is whole the second bolt 11 and second adjusting through-hole 10 between differ apart from the range of.
Upper cover plate 6 and lower cover plate 7 are equipped with third nut 21, and third nut 21 is threaded with third bolt 12.Pass through
The third bolt 12 of lower cover plate 7 realizes that entire elevation adjusting device is fixed on the steel structure column 17 of lower section；Pass through upper cover plate 6
Third bolt 12 realizes that entire top steel structure column 16 is fixed on elevation adjusting device.
The outside of vertical side plate 5 is welded with the first limit plate 22, and the outside of the first limit plate 22 is equipped with the 4th nut 23, the
Four nuts 23 are threaded with the 4th bolt 24.The 4th bolt 24 for turning the first limit plate 22, in the effect of the 4th bolt 24
Under, top steel structure column 16 moves horizontally on lower section steel structure column 17, the horizontal position of adjustment top steel structure column 16.
Middle partition 13 is welded between two blocks of vertical side plates 5, jack 2 is set on middle partition 13, convenient for jack 2 and is erected
It is fixedly connected to side plate 5.Vertical side plate 5 is equipped with the 5th bolt 14, and the fixed jack 2 of the 5th bolt 14 can be by jack 2
It is fixed in adjustment frame 1.
The two sides of vertical side plate 5 are equipped with targeting port 27, can increase swing angle of the spanner 3 between vertical side plate 5, and one
As in the case of, the swing angle of the spanner 3 is 60 °, and increases top steel structure column 16 and lower section steel structure column 17 welds
Operating space.
It is equipped with chain 26 between vertical side plate 5 and spanner 3, prevents spanner 3 from falling, improves the safety of construction.
The utility model is in Specific construction:
A, first adjustment frame 1 is set on the lower connecting ear plate 19 of lower section steel structure column 17, and in the lower half of adjustment frame 1
The second bolt 11 is passed through between lower connecting ear plate 19, the second nut 25 on the second bolt 11 is in releasing orientation.Then will
Entire adjustment frame 1 moves up, while entire adjustment frame 1 being rotated to far from 17 direction of lower section steel structure column, works as lower connecting ear
When plate 19 is stuck on the inside of middle partition 13 and adjustment frame 1, adjustment frame 1 is erected on lower connecting ear plate 19, and adjustment frame 1 is beaten at this time
Open to the maximum angle.
B, top steel structure column 16 is hung on the steel structure column 17 of lower section using loop wheel machine, the upper company of top steel structure column 16
It is aligned above and below ear connecting plate 18 is preliminary with the lower connecting ear plate 19 of lower section steel structure column 17.When the upper connecting ear of top steel structure column 16
When plate 18 is hung in adjustment frame 1, stop loop wheel machine and hang work, then by entire adjustment frame 1 17 direction of steel structure column downwards
Rotation is screwed into third bolt 12, third bolt 12 when adjustment frame 1 keeps vertical state in the third nut 21 of lower cover plate 7
The bottom of the lower connecting ear plate 19 of lower section steel structure column 17 is held out against, lower connecting ear plate 19 is clamped on third bolt 12 and middle partition 13
Between.The first bolt 9 is screwed into the first nut 20 of the lower half of adjustment frame 1 again, two the first bolts 9 hold out against lower square steel knot
The side of the lower connecting ear plate 19 of structure column 17.The second nut 25 on the second bolt 11 of the lower half of adjustment frame 1 is tightened again
On adjustment frame 1, then loop wheel machine again hangs top steel structure column 16, and top steel structure column 16 is disposed below steel
On structural column 17.
C, pushing tow threaded rod 15 is driven by jack 2, so that the upper company of 15 pairs of top steel structure columns 16 of pushing tow threaded rod
Ear connecting plate 18 applies active force, adjustment top the distance between steel structure column 16 and lower section steel structure column 17, to upper square steel structure
The absolute altitude of column 16 is adjusted.Jack 2 is when driving pushing tow threaded rod 15, it is ensured that the top of top steel structure column 16 is in water
It is flat.When the absolute altitude of top steel structure column 16 reaches designed elevation, rotating spanner 3, spanner 3 applies active force to adjusting nut 4,
So that adjusting nut 4 is fastened on jack 2, the upper connecting ear plate 18 of the support of pushing tow threaded rod 15 top steel structure column 16 is complete
At the Pass line adjustment of top steel structure column 16.
D, the 4th bolt 24 for turning the first limit plate 22, under the action of the 4th bolt 24, top steel structure column 16 exists
It is moved horizontally on lower section steel structure column 17.Deviation situation of the top steel structure column 16 relative to lower section steel structure column 17 is observed again,
It is screwed into the first bolt 9 in one of them first nut 20 of the upper half of adjustment frame 1, the first bolt 9 in top is to upper
Connection otic placode 18 carries out thrusting action, so that entire top steel structure column 16 carries out torsion fortune relative to lower section steel structure column 17
It is dynamic.When the side of top steel structure column 16 is overlapped with the side of lower section steel structure column 17, in the another of the upper half of adjustment frame 1
The first bolt 9 is screwed into a first nut 20, two the first bolts 9 lock upper connecting ear plate 18.
E, third bolt 12 is screwed into the third nut 21 of upper cover plate 6, the third bolt 12 of top holds out against square steel knot
The top of the upper connecting ear plate 18 of structure column 16.Removal loop wheel machine acts on the suspension hook on the steel structure column 16 of top again, then to top
Steel structure column 16 and lower section steel structure column 17 are welded.
The above are only specific embodiments of the present invention, but the technical characteristics of the utility model is not limited thereto.Appoint
How based on the utility model, to solve essentially identical technical problem, essentially identical technical effect is realized, it is made
Simple change, equivalent replacement or modification etc., are all covered by among the protection scope of the utility model.
Claims (10)
1. one kind is used for steel construction vertical member mounting device, it is characterised in that: described including adjustment frame, jack and spanner
Jack is fixed in the adjustment frame, and the jack is equipped with pushing tow threaded rod, and the pushing tow threaded rod is equipped with adjusting nut,
The spanner acts on the adjusting nut.
2. according to claim 1 a kind of for steel construction vertical member mounting device, it is characterised in that: the adjustment frame
Including two pieces of vertical side plate, upper cover plate and lower cover plates, two blocks of vertical side plates are symmetrical arranged, the upper cover plate and the lower cover
Plate is respectively welded on the end of the vertical side plate, and the jack is fixed between two blocks of vertical side plates.
3. according to claim 2 a kind of for steel construction vertical member mounting device, it is characterised in that: two pieces described perpendicular
It is all provided with to the lower half of the upper half of side plate and two blocks of vertical side plates there are two the first adjusting through-hole, first adjusting is logical
It is equipped with the first nut on the outside of hole, first nut thread is connected with the first bolt, and first bolt is set to described the
One is adjusted in through-hole.
4. according to claim 2 a kind of for steel construction vertical member mounting device, it is characterised in that: two pieces described perpendicular
Be equipped with the second adjusting through-hole to the lower half of the upper half of side plate and two blocks of vertical side plates, described second adjust through-hole it
Between be equipped with the second bolt, second bolt be equipped with the second nut, second nut is tightened against on the vertical side plate, described
The diameter of second bolt is less than the described second diameter for adjusting through-hole.
5. according to claim 2 a kind of for steel construction vertical member mounting device, it is characterised in that: the upper cover plate
It is equipped with third nut with the lower cover plate, the third nut thread is connected with third bolt.
6. according to claim 2 a kind of for steel construction vertical member mounting device, it is characterised in that: the vertical side
The first limit plate is welded on the outside of plate, the outside of first limit plate is equipped with the 4th nut, and the 4th nut thread connects
It is connected to the 4th bolt.
7. according to claim 2 a kind of for steel construction vertical member mounting device, it is characterised in that: two pieces described perpendicular
To middle partition is welded between side plate, the jack is set on the middle partition.
8. according to claim 7 a kind of for steel construction vertical member mounting device, it is characterised in that: the vertical side
Plate is equipped with the 5th bolt, the fixed jack of the 5th bolt.
9. according to claim 2 a kind of for steel construction vertical member mounting device, it is characterised in that: the vertical side
The two sides of plate are equipped with targeting port.
10. according to claim 2 a kind of for steel construction vertical member mounting device, it is characterised in that: described vertical
Chain is equipped between side plate and the spanner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822140096.8U CN209494235U (en) | 2018-12-19 | 2018-12-19 | One kind being used for steel construction vertical member mounting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822140096.8U CN209494235U (en) | 2018-12-19 | 2018-12-19 | One kind being used for steel construction vertical member mounting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209494235U true CN209494235U (en) | 2019-10-15 |
Family
ID=68153383
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822140096.8U Active CN209494235U (en) | 2018-12-19 | 2018-12-19 | One kind being used for steel construction vertical member mounting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209494235U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112392260A (en) * | 2020-10-14 | 2021-02-23 | 中国建筑第二工程局有限公司 | Automatic steel column correcting device for building construction and construction method |
-
2018
- 2018-12-19 CN CN201822140096.8U patent/CN209494235U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112392260A (en) * | 2020-10-14 | 2021-02-23 | 中国建筑第二工程局有限公司 | Automatic steel column correcting device for building construction and construction method |
| CN112392260B (en) * | 2020-10-14 | 2022-06-24 | 中国建筑第二工程局有限公司 | Automatic steel column correcting device for building construction and construction method |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 311400 No.18, Changkou East Street, Changkou Town, Fuyang District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Zhongnan Lvjian Technology Group Co.,Ltd. Address before: No.245, BINKANG Road, Binjiang District, Hangzhou City, Zhejiang Province 310052 Patentee before: ZHEJIANG ZHONGNAN CONSTRUCTION GROUP STEEL STRUCTURE Co.,Ltd. |