CN210508441U - Adjustable steel beam bidirectional correction device - Google Patents
Adjustable steel beam bidirectional correction device Download PDFInfo
- Publication number
- CN210508441U CN210508441U CN201920247615.2U CN201920247615U CN210508441U CN 210508441 U CN210508441 U CN 210508441U CN 201920247615 U CN201920247615 U CN 201920247615U CN 210508441 U CN210508441 U CN 210508441U
- Authority
- CN
- China
- Prior art keywords
- adjustable
- steel beam
- jack
- bottom plate
- portal
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 62
- 239000010959 steel Substances 0.000 title claims abstract description 62
- 230000002457 bidirectional effect Effects 0.000 title claims description 11
- 238000010276 construction Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a two-way correcting unit of adjustable girder steel belongs to building steel construction technical field. The adjustable fixture is fixedly arranged at the bottom of one side of the portal. The adjustable fixture comprises a bottom plate, two U-shaped clamping grooves and fixing bolts, wherein notches are symmetrically formed in the bottom plate, the bottom plate is fixed to the bottom of the portal, the clamping grooves are respectively formed below the bottom plate, the directions of the notches are opposite, and the clamping grooves are fixedly connected with the bottom plate through the fixing bolts. The jack is vertically arranged and fixed on the portal and used for correcting the vertical position of the steel beam; the jack is horizontally arranged and fixed on the other side of the portal frame and used for correcting the horizontal position of the steel beam. The method and the device have the advantages that the correction is quick, the disassembly is convenient, and the correction efficiency is greatly improved; and the relative position of the clamping groove can be adjusted by the adjustable clamp according to different section sizes of various steel beams to be corrected, so that the adjustable clamp can be recycled.
Description
Technical Field
The utility model relates to a two-way correcting unit of adjustable girder steel belongs to building steel construction technical field.
Background
Along with the development of the construction industry, the application of the steel structure in the construction industry is more and more. The installation and correction of the steel structure are indispensable links in the construction steel structure industry, and directly influence the quality of buildings. At present, steel plates are welded on the butt-joint steel members during construction correction, the steel plates are corrected by using a jack, and the welded steel plates on the butt-joint steel members are cut off after the correction is completed, so that a large amount of waste materials are generated, and time and labor are wasted. Therefore, there is a need for a calibration device that can be easily disassembled and recycled.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a two-way correcting unit of adjustable girder steel is provided to above-mentioned prior art, not only rectifies swiftly, is convenient for dismantle, improves correction efficiency, material saving moreover.
The utility model provides a technical scheme that above-mentioned problem adopted does: the utility model provides a two-way correcting unit of adjustable girder steel, includes portal, jack and the adjustable anchor clamps that are used for setting up girder steel flange board, the jack is located on the portal, adjustable anchor clamps are fixed to be located portal one side bottom, and the correction of girder steel is realized to the regulation jack.
The adjustable fixture comprises a bottom plate, two U-shaped clamping grooves and fixing bolts, the bottom plate is symmetrically provided with notches, the two U-shaped clamping grooves are used for being provided with steel beam flange plates, the bottom plate is fixed at the bottom of the portal, the clamping grooves are respectively arranged below the bottom plate, the directions of the notches are opposite to each other, the clamping grooves can respectively move along the corresponding notches, and the clamping grooves and the bottom plate are fixedly connected through the fixing bolts.
The length of the bottom plate is larger than 200mm, and the steel beams with various section sizes are met.
The jack is vertically arranged and fixed on the portal and used for correcting the vertical position of the steel beam; the jack is horizontally arranged and fixed on the other side of the portal frame and used for correcting the horizontal position of the steel beam.
The jack is horizontally fixed on the outer side of the portal or the inner side of the portal.
And a plurality of rib plates are fixedly arranged on the portal frame.
Compared with the prior art, the utility model has the advantages of: the utility model provides a two-way correcting unit of adjustable girder steel, will wait to rectify the flange board of girder steel and fix and locate adjustable anchor clamps in, drive portal and draw-in groove through adjusting the jack and in order to adjust the level and the vertical position of waiting to rectify the girder steel, realize the two-way correction of girder steel. The correcting device is quick to correct and convenient to disassemble, and the correcting efficiency is greatly improved; and the relative position of the clamping groove can be adjusted by the adjustable clamp according to different section sizes of various steel beams to be corrected, so that the adjustable clamp can be recycled.
Drawings
Fig. 1 is a schematic view of an adjustable steel beam bidirectional correction device according to an embodiment of the present invention;
fig. 2 is a side view of a vertically arranged jack in the adjustable steel beam bidirectional correction device according to the embodiment of the present invention;
fig. 3 is a side view of the adjustable steel beam bidirectional correction device of the present invention, in which a horizontal jack is installed outside a gantry;
fig. 4 is a side view of the adjustable steel beam bidirectional correction device of the present invention, in which a horizontal jack is installed inside a gantry;
in the figure, 1 a portal, 2 jacks, 3 fixing bolts, 4 bottom plates, 5 clamping grooves, 6 rib plates and 7 limiting plates are arranged.
Detailed Description
The present invention will be described in further detail with reference to the following embodiments.
As shown in fig. 1, the two-way correcting unit of adjustable girder steel in this embodiment includes portal 1, jack 2 and adjustable anchor clamps, and portal 1 adopts the steel sheet of 30mm thick to make, locates on portal 1 jack 2, and adjustable anchor clamps are fixed and are located portal 1 one side bottom, locate the flange board of the girder steel of will wanting to rectify in the adjustable anchor clamps for this correcting unit and the girder steel of waiting to rectify are fixed to be connected into a whole, reach the correction of girder steel through adjusting jack 2.
Above-mentioned anchor clamps with adjustable set up bottom plate 4 of notch including the symmetry, two U type draw-in grooves 5 and fixing bolt 3 that are used for placing the girder steel flange board of treating rectifying, bottom plate 4 is made by 250mm 100mm 10 mm's steel sheet, be fixed in portal 1 one side bottom with bottom plate 4, 4 below and the relative setting of notch direction are located respectively to two draw-in grooves 5, draw-in groove 5 can move along the notch that corresponds respectively, H type girder steel cross sectional dimension who rectifies as required adjusts draw-in groove 5 positions, the flange board of H type girder steel is located in draw-in groove 5, draw-in groove 5 makes it and bottom plate 4 fixed connection through 5 grades or 6 grades of fixing bolt 3 of M12.
When the jack 2 is vertically arranged and fixed at the top of the portal frame 1, the jack 2 is adjusted, so that the force generated by the jack 2 drives the portal frame 1 and the clamping groove 5 to adjust the vertical position, and the correction of the vertical position of the steel beam is realized; when jack 2 level setting and jack 2 stretch out the end and be fixed in portal 1 opposite side, fixed limiting plate 7 that sets up on the girder steel, on the fixed limiting plate 7 of jack 2 cylinder body end, adjust jack 2 for the power that jack 3 produced drives portal 1, the adjustment of draw-in groove 5 horizontal position, realizes the correction of girder steel horizontal position. When the steel beam is corrected, the horizontal position is adjusted under the action of tension, the jack 2 is horizontally arranged on the outer side of the portal 1, and the limiting plate 7 is arranged on the steel beam outside the portal 1; when the horizontal position is adjusted under the action of pressure when the steel beam is corrected, the jack 2 is horizontally arranged on the inner side of the portal 1, and the limiting plate 7 is arranged on the steel beam in the portal 1.
In addition, a plurality of rib plates 6 are fixedly arranged at the two end parts of the portal frame 1 and the contact position of the jack 2.
In addition to the above embodiments, the present invention also includes other embodiments, and all technical solutions formed by equivalent transformation or equivalent replacement should fall within the protection scope of the claims of the present invention.
Claims (6)
1. Two-way correcting unit of adjustable girder steel, its characterized in that: the adjustable fixture for the steel beam flange plate comprises a portal frame (1), a jack (2) and an adjustable fixture for setting the steel beam flange plate, wherein the jack (2) is arranged on the portal frame (1), the adjustable fixture is fixedly arranged at the bottom of one side of the portal frame (1), and the jack (2) is adjusted to realize the correction of the steel beam.
2. The adjustable steel beam bidirectional correction device of claim 1, characterized in that: the adjustable fixture comprises a bottom plate (4) with symmetrical notches, two U-shaped clamping grooves (5) and fixing bolts (3), wherein the two U-shaped clamping grooves (5) are used for setting steel beam flange plates, the bottom plate (4) is fixed at the bottom of a portal frame (1), the clamping grooves (5) are respectively arranged below the bottom plate (4) and are oppositely arranged in the direction of the notches, the clamping grooves (5) can respectively move along the corresponding notches, and the clamping grooves (5) are fixedly connected with the bottom plate (4) through the fixing bolts (3).
3. The adjustable steel beam bidirectional correction device of claim 2, characterized in that: the length of the bottom plate (4) is more than 200 mm.
4. The adjustable steel beam bidirectional correction device of claim 1, characterized in that: the jack (2) is vertically arranged and fixed on the portal (1) and is used for correcting the vertical position of the steel beam; the jack (2) is horizontally arranged and fixed on the other side of the portal (1) and used for correcting the horizontal position of the steel beam.
5. The adjustable steel beam bidirectional correction device of claim 1 or 4, characterized in that: the jack (2) is horizontally fixed on the outer side of the portal frame (1) or the inner side of the portal frame (1).
6. The adjustable steel beam bidirectional correction device of claim 1, characterized in that: and a plurality of rib plates (6) are fixedly arranged on the portal frame (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920247615.2U CN210508441U (en) | 2019-02-27 | 2019-02-27 | Adjustable steel beam bidirectional correction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920247615.2U CN210508441U (en) | 2019-02-27 | 2019-02-27 | Adjustable steel beam bidirectional correction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210508441U true CN210508441U (en) | 2020-05-12 |
Family
ID=70543109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920247615.2U Active CN210508441U (en) | 2019-02-27 | 2019-02-27 | Adjustable steel beam bidirectional correction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210508441U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113294003A (en) * | 2021-06-18 | 2021-08-24 | 中冶天工集团有限公司 | Steel beam height difference adjusting tool and using method thereof |
| CN114987718A (en) * | 2022-05-09 | 2022-09-02 | 大连中远海运重工有限公司 | Portable assembling tool for T-shaped beam structure |
-
2019
- 2019-02-27 CN CN201920247615.2U patent/CN210508441U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113294003A (en) * | 2021-06-18 | 2021-08-24 | 中冶天工集团有限公司 | Steel beam height difference adjusting tool and using method thereof |
| CN114987718A (en) * | 2022-05-09 | 2022-09-02 | 大连中远海运重工有限公司 | Portable assembling tool for T-shaped beam structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210508441U (en) | Adjustable steel beam bidirectional correction device | |
| CN202645026U (en) | Post foot correcting device for steel structure steel post | |
| CN210598199U (en) | Accurate quick PC post mounting tool | |
| CN107790950A (en) | Make H profile steel frock | |
| CN210195269U (en) | A no pole setting braced system for assembled steel construction building superimposed sheet floor | |
| CN106378578A (en) | Spot welding clamp for pipe fitting | |
| CN110630016A (en) | Adjustable building die carrier | |
| CN110593559A (en) | Concrete beam formwork supporting device and construction process thereof | |
| CN107965145B (en) | Horizontal convex concrete construction joint hanging die supporting device | |
| CN216690432U (en) | Steel column installation straightness's that hangs down rectifies fixture | |
| CN207420055U (en) | For the location adjusting device of steel box column scene splicing | |
| CN211396612U (en) | Concrete beam formwork support device | |
| CN213381395U (en) | Adjustable steel structure assembling jig frame | |
| CN210976640U (en) | Variable cross-section steel reinforcement cage ligature bed-jig | |
| CN211647444U (en) | Steel structure assembling supporting jig frame capable of adjusting elevation | |
| CN114250965A (en) | Climbing frame wall-attaching device for variable cross-section construction of high-rise building and construction method thereof | |
| CN209349300U (en) | Building template leveling apparatus | |
| CN218744549U (en) | Steel bar truss welding correction equipment | |
| CN216616914U (en) | Auxiliary mounting and positioning tool for prefabricated superposed beam | |
| CN113083901A (en) | Device for solving problem of bottom flange inner combination of H-shaped steel in hot rolling process | |
| CN218693390U (en) | Reinforcing bar detects correcting unit | |
| CN215256234U (en) | Highway tunnel steel bow member installation positioner | |
| CN218148489U (en) | Circular equipment foundation template device | |
| CN210713535U (en) | Auxiliary device for manufacturing grouting sleeve-steel bar connecting piece sample | |
| CN204570624U (en) | Segment gate the is adjustable horizontal assembled frame of radian |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Science And Industry Co.,Ltd. Address before: Room 2701, 27th floor, Zhongjian Steel Building, 3331 Yuehai Street Center Road, Nanshan District, Shenzhen City, Guangdong Province, 518000 Patentee before: China Construction Steel Structure Corp.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221116 Address after: Room 1908, Chengtou Xin Times Building, No. 2009, Pingshan Avenue, Liulian Community, Pingshan Street, Pingshan District, Shenzhen 518000 Patentee after: China Construction Steel Engineering Co.,Ltd. Address before: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee before: China Construction Science And Industry Co.,Ltd. |