CN208996475U - A kind of anchor ear correcting structure of steel column installation - Google Patents
A kind of anchor ear correcting structure of steel column installation Download PDFInfo
- Publication number
- CN208996475U CN208996475U CN201821475486.4U CN201821475486U CN208996475U CN 208996475 U CN208996475 U CN 208996475U CN 201821475486 U CN201821475486 U CN 201821475486U CN 208996475 U CN208996475 U CN 208996475U
- Authority
- CN
- China
- Prior art keywords
- steel column
- wedge
- anchor ear
- level tray
- correcting structure
- 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
The utility model provides a kind of anchor ear correcting structure of steel column installation, including upper steel column and the lower steel column being overlapped with upper steel column lower end, anchor ear is installed on the upper end of the upper and lower steel column in the lower end of upper steel column, vertical wedge is uniformly installed with along its excircle on anchor ear, the wedge that note is located at anchor ear on upper steel column is wedge I, the wedge that note is located at anchor ear on lower steel column is wedge II, level tray I is installed in the lower edge of wedge I, level tray II is installed in the upper edge of wedge II corresponding with about I wedge, jack is placed on level tray II, the mandril of jack setting is towards level tray I.Screw block carrier is set in such a way that anchor ear replaces welding at present, be easy for installation and removal means for correcting；The screw block carrier of setting and wedge spot welding facilitate the position of adjustment screw block carrier, consequently facilitating the check point of adjustment steel column.
Description
Technical field
The utility model relates to the devices that verticality in multilayer, high-rise steel structure engineering steel column installation process corrects, specifically
It is related to a kind of anchor ear correcting structure of steel column installation.
Background technique
In multilayer, high-rise steel structure construction, welding steel tray support hydraulic jack is mostly used to correct steel column greatly
Verticality, first steel plate pallet and wedge needs are securely welded on steel column, have certain damage to base material in this way；In addition it welds
Screw block carrier and the wedge use being connected on steel column also need to cut away later, not only increase material loss and increase not
Few labour cost.
Summary of the invention
In view of the deficiencies of the prior art, the utility model provides a kind of anchor ear correcting structure of steel column installation.
A kind of anchor ear correcting structure of steel column installation, including upper steel column and the lower steel column being overlapped with the upper steel column lower end,
It is characterized by: anchor ear is installed on the lower end of the upper steel column and on the upper end of the lower steel column, at described armful
Vertical wedge is uniformly installed on hoop along its excircle, the wedge that note is located at the anchor ear on the upper steel column is wedge I, note
The wedge of the anchor ear is wedge II on the lower steel column, is installed with level tray I in the lower edge of the wedge I,
The upper edge of the wedge II corresponding with about I wedge is installed with level tray II, puts on the level tray II
It is equipped with jack, the mandril of the jack setting is towards the level tray I.
Further are as follows: the wedge I and wedge II are right-angled trapezium, and the level tray I is located at the straight of the wedge I
On the arm of angle, the level tray II is located on the right-angle side of the wedge II.
Further are as follows: the anchor ear includes two pieces of arc panels being oppositely arranged, and is installed at the both ends of the arc panel
Connecting plate is equipped with bolt on the connecting plate.That is, encircling two pieces of arc panels on steel column, by bolt by two pieces of arcs
The connecting plate of shape plate junction is fixed together.
Further are as follows: 1 point of the level tray is welded on the wedge I, and 1 point of the level tray is welded in the wedge
On II.
Further are as follows: be installed with peg on the surface of the upper steel column and lower steel column, be located at anchor ear on the upper steel column
Upper edge be resisted against on the peg, the lower edge of anchor ear is resisted against on the peg on the lower steel column.
Further are as follows: the position on the upper steel column positioned at the anchor ear upper edge is installed with baffle, in the lower steel
Position on column positioned at the anchor ear lower edge is installed with baffle.
The utility model has the beneficial effects that screw block carrier is arranged in such a way that anchor ear replaces welding at present, facilitate peace
Assembly and disassembly means for correcting；The screw block carrier of setting and wedge spot welding facilitate the position of adjustment screw block carrier, consequently facilitating
Adjust the check point of steel column.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the present invention looks up structural representation of anchor ear in the utility model.
In figure, 1, anchor ear；21, wedge I；22, wedge II；31, level tray I；32, level tray II；4, connecting plate；
5, bolt；6, jack；71, upper steel column；72, lower steel column；8, peg or baffle；9, weld seam.
Specific embodiment
It elaborates with reference to the accompanying drawing to the utility model.It should be noted that a left side in the example of the utility model,
In, the positional terms such as right, upper and lower, be only relative concept or be to refer to the normal operating condition of product each other, without answering
This is considered restrictive.
First embodiment: a kind of anchor ear correcting structure of steel column installation, as shown in Figure 1, include upper steel column 71 and with it is described
The lower steel column 72 that upper 71 lower end of steel column is overlapped, on the lower end of the upper steel column 71 and on the upper end of the lower steel column 72
It is installed with anchor ear, is uniformly installed with vertical wedge along its excircle on the anchor ear 1, note is located at institute on the upper steel column 71
The wedge for stating anchor ear 1 is wedge I 21, and the wedge that note is located at the anchor ear 1 on the lower steel column 72 is wedge II 22, described oblique
The lower edge of iron I 21 is installed with level tray I 31, in the upper edge of the wedge II 22 corresponding with about I 21 wedge
It is installed with level tray II 32, jack 6, the mandril court that the jack 6 is arranged are placed on the level tray II 32
To the level tray I 31.
Wherein, the wedge I 21 and wedge II 22 are right-angled trapezium, and the level tray I 31 is located at the wedge I 21
Right-angle side on, the level tray II 32 is located on the right-angle side of the wedge II 22.As shown in connection with fig. 2, the anchor ear 1 wraps
Two pieces of arc panels being oppositely arranged are included, connecting plate 4 is installed at the both ends of the arc panel, is worn on the connecting plate 4
There is bolt 5.The middle part point of the level tray I 31 is welded on the wedge I 21, and the middle part point of the level tray II 32 is welded in
On the wedge II 22.It is installed with peg 8 on the surface of the upper steel column 71 and lower steel column 72, is located on the upper steel column 71
The upper edge of anchor ear 1 is resisted against on the peg 8, and the lower edge of anchor ear 1 is resisted against the peg 8 on the lower steel column 72
On.In addition, the shapes such as circle, rectangle, abnormal shape, level tray I 31 can be designed as according to steel column of different shapes in the anchor ear 1
Fan-shaped, rectangle can be designed as according to 1 shape of anchor ear with level tray II 32.
Second embodiment, other technical characteristics are upper in the upper steel column 71 in the case where being identical with the first embodiment
It is installed with baffle 8 in the position of 1 upper edge of anchor ear, the position of 1 lower edge of anchor ear is located on the lower steel column 72
It is installed with baffle 8.
Working principle of the utility model is: upper steel column 71 lifts in place, the interim otic placode in upper 71 root of steel column, top cable wind rope
After equal work, whether meet related specification requirement with 71 verticality of steel column in measuring instrument (theodolite, total station) measurement,
It needs to correct as deviation is larger, then records measurement result and deviation azimuth；
It is fitted in it on upper steel column 71 and lower steel column 72 with bolt 5 separated anchor ear 1, to connecting steel column 71 and lower steel
The weld seam 9 of column 72.Pay attention to the position of level tray on anchor ear 1, to keep an orientation with upper 71 perpendicularity deviation position of steel column,
Otherwise it needs to readjust.
After 1 orientation of anchor ear etc. is adjusted, starting fastening bolt 5 makes anchor ear 1 closely hold upper steel column 71 and lower steel column tightly
72, if relying only on frictional force between anchor ear 1 and steel column, timing jack 6 may be insufficiently resistant to the thrust of anchor ear 1.
Reinforced concrete column is such as encountered, therefore class formation is in being wrapped in by armored concrete, steel column surface can design peg 8, can use
Peg 8 come help anchor ear resist jack 6 thrust；Exposed steel-frame structure is such as encountered, because of steel column smooth surface, needs to weld
Temporary baffle 8 come help anchor ear resist jack 6 thrust, spot welding meet demand between temporary baffle 8 and steel column.
Then hydraulic jack 6 is put in level tray II 32, starts slowly pressurization, measure steel column 71 in pressurization
Verticality, until upper 71 verticality of steel column is met the requirements；But the actually general very little of 71 perpendicularity deviation of steel column, along with correction
Position will slightly make the perpendicularity deviation of steel column 71 be transferred to the opposite or other orientation of jack 6 accidentally in root,
Spare 6 pallet of jack and the cooperation of spare wedge can be used at this time to complete the multi-party bit correction of steel column.
The basic principles and main features of the present invention and the advantages of the present invention have been shown and described above.Current row
The technical staff of industry is described in above embodiments and description it should be appreciated that the present utility model is not limited to the above embodiments
Only illustrate the principles of the present invention, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
It will have various changes and improvements, these various changes and improvements fall within the scope of the claimed invention.The utility model
Claimed range is defined by the appending claims and its equivalent thereof.
Claims (6)
1. a kind of anchor ear correcting structure of steel column installation, including upper steel column and the lower steel column being overlapped with the upper steel column lower end,
It is characterized in that: anchor ear is installed on the lower end of the upper steel column and on the upper end of the lower steel column, in the anchor ear
On be uniformly installed with vertical wedge along its excircle, the wedge that note is located at the anchor ear on the upper steel column is wedge I, remembers position
In the anchor ear on the lower steel column wedge be wedge II, be installed with level tray I in the lower edge of the wedge I, with
The upper edge of the corresponding wedge II of about I wedge is installed with level tray II, places on the level tray II
There is a jack, the mandril of the jack setting is towards the level tray I.
2. a kind of anchor ear correcting structure of steel column installation according to claim 1, it is characterised in that: the wedge I and tiltedly
Iron II is right-angled trapezium, and the level tray I is located on the right-angle side of the wedge I, and the level tray II is located at described
On the right-angle side of wedge II.
3. a kind of anchor ear correcting structure of steel column installation according to claim 2, it is characterised in that: the anchor ear includes two
The arc panel that block is oppositely arranged is installed with connecting plate at the both ends of the arc panel, is equipped with bolt on the connecting plate.
4. a kind of anchor ear correcting structure of steel column installation according to claim 3, it is characterised in that: the level tray I
Point is welded on the wedge I, and 1 point of the level tray is welded on the wedge II.
5. according to claim 1 to the anchor ear correcting structure that a kind of steel column described in any claim in 4 is installed, feature exists
In: it is installed with peg on the surface of the upper steel column and lower steel column, the upper edge of anchor ear is resisted against on the upper steel column
On the peg, the lower edge of anchor ear is resisted against on the peg on the lower steel column.
6. according to claim 1 to the anchor ear correcting structure that a kind of steel column described in any claim in 4 is installed, feature exists
In: the position on the upper steel column positioned at the anchor ear upper edge is installed with baffle, and described embrace is located on the lower steel column
The position of hoop lower edge is installed with baffle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821475486.4U CN208996475U (en) | 2018-09-10 | 2018-09-10 | A kind of anchor ear correcting structure of steel column installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821475486.4U CN208996475U (en) | 2018-09-10 | 2018-09-10 | A kind of anchor ear correcting structure of steel column installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208996475U true CN208996475U (en) | 2019-06-18 |
Family
ID=66800151
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821475486.4U Active CN208996475U (en) | 2018-09-10 | 2018-09-10 | A kind of anchor ear correcting structure of steel column installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208996475U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984400A (en) * | 2019-12-20 | 2020-04-10 | 浙江精工钢结构集团有限公司 | Hoop type steel frame installation tool and installation method |
-
2018
- 2018-09-10 CN CN201821475486.4U patent/CN208996475U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984400A (en) * | 2019-12-20 | 2020-04-10 | 浙江精工钢结构集团有限公司 | Hoop type steel frame installation tool and installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209636806U (en) | A kind of steel support structure | |
| CN102433841A (en) | Method for installing abnormal-shape curve steel box girder | |
| US9556607B2 (en) | Method for constructing cylindrical tank | |
| CN110847169A (en) | Construction method of steel pipe pile steel trestle | |
| CN106351462A (en) | Temporary steel pipe supported prestressed reinforcement structure and construction method thereof | |
| CN208996475U (en) | A kind of anchor ear correcting structure of steel column installation | |
| CN111255138A (en) | Construction method of continuous multi-span large-span high-altitude aluminum alloy latticed shell structure | |
| CN103495793A (en) | Improved construction method for hoisting and welding large-tonnage cast steel component complex joints | |
| CN205743048U (en) | Correction positioner installed by a kind of curtain wall large-size column | |
| JP6644657B2 (en) | Temporary sleepers for shield tunnel construction | |
| CN210829303U (en) | Combined tool type inner supporting steel ring for tunnel | |
| RU147876U1 (en) | METAL STRUCTURE BEAM REPAIR Lining | |
| CN110953000B (en) | Temporary prestress supporting mechanism of shield tunnel and construction method | |
| KR102045025B1 (en) | Roundness Maintaining Device of Large Cylindrical Structure and Manufacturing Method Thereof | |
| CN204024084U (en) | Easy unloading type triangular pipe truss just spells moulding bed | |
| JPH10153015A (en) | Main column member replacement construction method for steel tower | |
| CN212733648U (en) | Strong steel column butt joint straightening device | |
| CN203320420U (en) | Temporary locking structure for corrugated steel webs of steel and concrete combined box girder | |
| CN110172878B (en) | Ground transportation rail installation method | |
| CN209741592U (en) | Rail device of smoke prevention and dust control vehicle on top of coke oven | |
| US9279244B1 (en) | Apparatus for supporting stay-in-place metal decking forms | |
| CN211113201U (en) | Self-stabilizing lattice type supporting system | |
| CN113431339A (en) | Supporting-free mounting process for three-section column umbrella-shaped overhanging component | |
| CN207567998U (en) | A kind of composite structure of steel plate shear force wall and steel column | |
| CN207093102U (en) | A kind of asymmetric trouble hole supporting construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |