CN206279855U - Rod-adjurstable formula steel column correcting structure - Google Patents
Rod-adjurstable formula steel column correcting structure Download PDFInfo
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- CN206279855U CN206279855U CN201621082452.XU CN201621082452U CN206279855U CN 206279855 U CN206279855 U CN 206279855U CN 201621082452 U CN201621082452 U CN 201621082452U CN 206279855 U CN206279855 U CN 206279855U
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- steel column
- flitch
- rod
- adjurstable
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Abstract
The utility model is related to Steel Structure Installation to correct field, discloses a kind of rod-adjurstable formula steel column correcting structure.The utility model bottom flitch is symmetrically fixed on the surrounding of the steel column that need to be installed by embedded bar two-by-two；The adjustable jack includes the screw rod that the base being located on the flitch of bottom and bottom are fixed on base, the base is fixedly connected with bottom flitch, the top of the screw rod is connected with the bottom of supporting steel pipe, and the top of the supporting steel pipe is withstood on steel column by top flitch；The top flitch is fixed on the sustained height of steel column, corresponded with bottom flitch and set, its side outwardly is provided with cross notch, and the groove width of cross notch is adapted with the external diameter of supporting steel pipe, and the top intercalation of supporting steel pipe is fixed in cross notch.The utility model Stability Analysis of Structures, it is easy to operate, it is construction safety, quick, convenient.
Description
Technical field
The utility model is related to Steel Structure Installation to correct field, more particularly to a kind of rod-adjurstable formula steel column correction knot
Structure.
Background technology
With continuing to develop for China's economy, architectural style and structure are constantly brought forth new ideas, the difficulty and complexity of construction
Also constantly increase, particularly some emerging skyscrapers, weed out the old and bring forth the new in appearance, be the characteristics of steel intensity it is high, from heavy and light,
Integral rigidity is good, deformability is strong, therefore particularly suitable for building large span and superelevation, the building of superduty；Material is homogeneous
Property and isotropism it is good, belong to perfect elastic body, best suit the basic assumption of common engineering mechanics；Material plasticity, good toughness, can have
Moderate finite deformation, can well bear dynamic load；Construction period is short；Its industrialization degree is high, can carry out mechanization degree high
Virtual production.
At present, steel construction is widely used to high-rise building and large-span space structure field, such as various mansions, electricity
Depending on tower, financial center, gymnasium, exhibition center, grand theater, terminal and some industrial premises etc..Steel column is mostly using lifting
Mode installed, mode conventional at present is exactly by cable wind rope that steel column is in place with truck crane, by manual synchronizing position
Put, realize being accurately positioned and fixed for steel column, but because cable wind rope is flexible than larger, steel column is because waving difficulty in hoisting process
With in place, security when duration progress and lifting is have impact on very much greatly, and waste substantial amounts of artificial.
Utility model content
The utility model provides a kind of Stability Analysis of Structures, easy to operate, construction safety, quick, easily rod-adjurstable formula
Steel column correcting structure.
In order to solve the above technical problems, the utility model is adopted the following technical scheme that：
The utility model rod-adjurstable formula steel column correcting structure, located at the installation site surrounding of steel column, including bottom flitch,
Adjustable jack and supporting steel pipe；The bottom flitch is symmetrically fixed on the surrounding of the steel column that need to be installed by embedded bar two-by-two；
The adjustable jack includes the screw rod that the base being located on the flitch of bottom and bottom are fixed on base, the base and bottom
Flitch is fixedly connected, and the top of the screw rod is connected with the bottom of supporting steel pipe, and the top of the supporting steel pipe is by top wood
Side is withstood on steel column；The top flitch is fixed on the sustained height of steel column, is corresponded with bottom flitch and set, and it is outwardly
Side be provided with cross notch, the groove width of cross notch is adapted with the external diameter of supporting steel pipe, the top of supporting steel pipe
Intercalation is fixed in cross notch.
The utility model rod-adjurstable formula steel column correcting structure, further, is arranged with adjustable nut, institute on the screw rod
The bottom for stating supporting steel pipe is set on screw rod and is fixed with screw rod by adjustable nut.
The utility model rod-adjurstable formula steel column correcting structure, further, the embedded bar is U-shaped reinforcing bar, U-shaped steel
The dome-shaped of muscle upwards and on body structure surface, consolidate between bottom flitch insertion U-shaped reinforcing bar top arch ring and ground by clamping
It is fixed.
The utility model rod-adjurstable formula steel column correcting structure, further, the bottom flitch is by two U-shaped reinforcing bar cards
Tightly.
The utility model rod-adjurstable formula steel column correcting structure, further, base and the bottom wood of the adjustable jack
Square surface clamping, and be bolted.
The utility model rod-adjurstable formula steel column correcting structure, further, the screw rod is with the angle of inclination of base
45-60°。
The utility model rod-adjurstable formula steel column correcting structure, further, the top flitch is fixed on by magnet
On steel column, the magnet is located at cross notch top in the groove of steel column side.
The utility model rod-adjurstable formula steel column correcting structure, further, the chi of the bottom flitch and top flitch
Very little is 300 × 100 × 50mm.
The utility model rod-adjurstable formula steel column correcting structure compared with prior art, has the advantages that：
The simple structure of the utility model rod-adjurstable formula steel column correcting structure, construction cost is relatively low, without excessive input,
Convenient and quick construction, both ensure that construction speed, in turn ensure that working security；Supporting steel pipe is connected with adjustable jack spiral,
And the extension elongation of supporting steel pipe can be adjusted by adjustable nut, so as to realize the rotation to steel column in the horizontal direction
The fine setting of angles and positions skew, regulation more precisely, is easily controlled, and has liberated artificial significantly, shortens the duration of construction；This
Correcting structure opens up cross notch on the flitch of top, increases the contact area of supporting steel pipe and notch, is easy to supporting steel
The positioning of pipe and fixation, reduce difficulty of construction, successfully solve in hoisting process, and steel column is difficult to problem in place, with fine
Application prospect.
Rod-adjurstable formula steel column correcting structure of the present utility model is described further below in conjunction with the accompanying drawings.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model rod-adjurstable formula steel column correcting structure；
Fig. 2 is the connection diagram of adjustable jack and bottom flitch；
Fig. 3 is the front view of top flitch.
Reference：
1- adjustable jacks；11- bases；12- screw rods；13- adjustable nuts；14- bolts；2- supporting steel pipes；3- bottoms wood
Side；4- embedded bars；5- steel columns；51- foundation bolts；6- tops flitch；61- cross notches；62- grooves；63- magnet.
Specific embodiment
As shown in figure 1, installation site surrounding of the utility model rod-adjurstable formula steel column correcting structure located at steel column 5, bag
Adjustable jack 1, supporting steel pipe 2 and bottom flitch 3 are included, bottom flitch 3 is symmetrically fixed on what need to be installed two-by-two by embedded bar 4
The surrounding of steel column 5, embedded bar 4 is U-shaped reinforcing bar, and the dome-shaped of U-shaped reinforcing bar is upward and on body structure surface, bottom flitch
Clamping is fixed between 3 insertion U-shaped reinforcing bar top arch rings and ground, and each bottom flitch 3 is by two U-shaped reinforcing bar clampings；Such as Fig. 2 institutes
Show, adjustable jack 1 includes that screw rod 12 on the pedestal 11, adjustable top are fixed in the base 11 being located on bottom flitch 3 and bottom
The base 11 of support 1 and the surface clamping of bottom flitch 3, and fixed by bolt 14；The screw rod 12 of the surrounding of steel column 5 is symmetrically inclined and set
Put, screw rod 12 is 45-60 ° with the angle of inclination of base 11, and adjustable nut 13, the bottom of supporting steel pipe 2 are arranged with screw rod 12
It is set in the top of screw rod 12 and is fixed with screw rod 12 by adjustable nut 13, regulation supporting steel pipe 2 is coordinated with adjustable nut 13
Length；The top of supporting steel pipe 2 is withstood on steel column 5 by top flitch 6；Top flitch 6 is fixed on the sustained height of steel column 5
On, corresponded with bottom flitch 3 and set, as shown in figure 3, the side outwardly of top flitch 6 is provided with cross notch 61, ten
The groove width of font notch 61 is adapted with the external diameter of supporting steel pipe 2, and the top intercalation of supporting steel pipe 2 is solid in cross notch 61
It is fixed；Top flitch 6 offers a groove 62, built-in magnet 63, bottom flitch in the top of cross notch 61 near the side of steel column 5
3 and top flitch 6 size be 300 × 100 × 50mm.
The utility model rod-adjurstable formula steel column correcting structure specifically follows the steps below construction：
Step one, pre-embedded anchoring bolts：Measured according to construction requirement and unwrapping wire, it is determined that the steel column 5 of required installation
Position and the absolute altitude of suspension column, determine four center lines in length and breadth of fixed angle steel of pre-buried foundation bolt 51, with measurement and positioning
Datum line coincide, and accurately holds the top surface absolute altitude of pre-buried foundation bolt 51, completes the pre-buried of foundation bolt 51；
Step 2, embedded bar 4：The position of the steel column 5 according to required installation, enters in the position surrounding of predetermined steel column 5
Row is accurately measured and unwrapping wire, and the absolute altitude of U-shaped reinforcing bar is determined according to the height of bottom flitch 3, completes the pre-buried of U-shaped reinforcing bar,
After concrete structure reaches predetermined strength, bottom flitch 3 is inserted into U-shaped reinforcing bar；
Step 3, installation adjustable jack 1 and supporting steel pipe 2：The base 11 of adjustable jack 1 is connected on bottom flitch 3,
And fixed with bottom flitch 3 by bolt 14, adjust the incline direction of screw rod 12 and the angle of inclination with base 11 so that steel
Four screw rods of adjustable jack 1 12 of the surrounding of post 5 are symmetrical arranged two-by-two, and supporting steel pipe 2 is socketed in into the top of screw rod 12；
Step 4, lifting steel column：The top flitch 6 of built-in magnet 63 is set in the surrounding precalculated position of steel column 5, then automobile
Hang and hang the top of steel column 5, the top of steel column 5 rise and revolution until steel column 5 be in vertical state, stop lifting, truck crane to
Lower motion, the bottom alignment foundation bolt 51 of steel column 5；
Step 5, steel column correction：By in the cross notch 61 of the top insertion top flitch 6 of supporting steel pipe 2, hold out against solid
It is fixed, the length of supporting steel pipe 2 is adjusted by screwing adjustable nut 13, it is finely adjusted come the position to steel column 5, bury steel column 5
Bolt hole on plate accurately passes through lower margin spiral shell, then carries out the fixation of steel column 5；
Step 6：Dismounting：After steel column 5 is installed and fixed, correcting structure is removed.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality
New scope is defined, and on the premise of the utility model design spirit is not departed from, those of ordinary skill in the art are to this
Various modifications and improvement that the technical scheme of utility model is made, all should fall into the protection of the utility model claims determination
In the range of.
Claims (8)
1. rod-adjurstable formula steel column correcting structure, located at steel column（5）Installation site surrounding, it is characterised in that：Including bottom wood
Side（3）, adjustable jack（1）And supporting steel pipe（2）；The bottom flitch（3）By embedded bar（4）Symmetrically being fixed on two-by-two needs
The steel column of installation（5）Surrounding；The adjustable jack（1）Including being located at bottom flitch（3）On base（11）It is solid with bottom
It is scheduled on base（11）On screw rod（12）, the base（11）With bottom flitch（3）It is fixedly connected, the screw rod（12）Top
With supporting steel pipe（2）Bottom connection, the supporting steel pipe（2）Top pass through top flitch（6）Withstand on steel column（5）On；Institute
State top flitch（6）It is fixed on steel column（5）Sustained height on, with bottom flitch（3）Correspond and set, its side outwardly
It is provided with cross notch（61）, cross notch（61）Groove width and supporting steel pipe（2）External diameter be adapted, supporting steel pipe
（2）Top intercalation in cross notch（61）Middle fixation.
2. rod-adjurstable formula steel column correcting structure according to claim 1, it is characterised in that：The screw rod（12）On be arranged
There is adjustable nut（13）, the supporting steel pipe（2）Bottom be set in screw rod（12）Above and by adjustable nut（13）With screw rod
（12）It is fixed.
3. rod-adjurstable formula steel column correcting structure according to claim 2, it is characterised in that：The embedded bar（4）For
Inverted U-shaped reinforcing bar, the top arch ring of U-shaped reinforcing bar is located on body structure surface, bottom flitch（3）In U-shaped reinforcing bar top arch ring
Clamping is fixed between ground.
4. rod-adjurstable formula steel column correcting structure according to claim 3, it is characterised in that：The bottom flitch（3）By
Two U-shaped reinforcing bar clampings.
5. rod-adjurstable formula steel column correcting structure according to claim 4, it is characterised in that：The adjustable jack（1）'s
Base（11）With bottom flitch（3）Surface clamping, and by bolt（14）It is fixed.
6. rod-adjurstable formula steel column correcting structure according to claim 5, it is characterised in that：The screw rod（12）With base
（11）Angle of inclination be 45-60 °.
7. rod-adjurstable formula steel column correcting structure according to claim 6, it is characterised in that：The top flitch（6）It is logical
Cross magnet（63）It is fixed on steel column（5）On, the magnet（63）It is located at cross notch（61）Top is near steel column（5）Side
Groove（62）It is interior.
8. rod-adjurstable formula steel column correcting structure according to claim 7, it is characterised in that：The bottom flitch（3）With
Top flitch（6）Size be 300 × 100 × 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621082452.XU CN206279855U (en) | 2016-09-27 | 2016-09-27 | Rod-adjurstable formula steel column correcting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621082452.XU CN206279855U (en) | 2016-09-27 | 2016-09-27 | Rod-adjurstable formula steel column correcting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206279855U true CN206279855U (en) | 2017-06-27 |
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ID=59085307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621082452.XU Active CN206279855U (en) | 2016-09-27 | 2016-09-27 | Rod-adjurstable formula steel column correcting structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110817688A (en) * | 2019-11-06 | 2020-02-21 | 上海建工七建集团有限公司 | Hoisting device and installation method for prefabricated beam of inclined roof with prefabricated concrete structure |
| CN114069523A (en) * | 2020-07-31 | 2022-02-18 | 国网内蒙古东部电力有限公司建设分公司 | Jumper wire supporting device for electric power |
-
2016
- 2016-09-27 CN CN201621082452.XU patent/CN206279855U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110817688A (en) * | 2019-11-06 | 2020-02-21 | 上海建工七建集团有限公司 | Hoisting device and installation method for prefabricated beam of inclined roof with prefabricated concrete structure |
| CN114069523A (en) * | 2020-07-31 | 2022-02-18 | 国网内蒙古东部电力有限公司建设分公司 | Jumper wire supporting device for electric power |
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